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018-010-093
At 3 VENUS 1-01 -93 ENUS QUIRING E264Centenn. FA -La Centennial Ave, ChiLo p rmjt#lg E PErmit#1922-88BtE(new pri. det. garage) 011-010109302 -0731 BRIAN & KELLY/) MANZAMTA AVE., 0 NSF (4BR) W/G RASE 011-010-0 03-3086 ' NOKLEBYKELLY .203�5 M TA AVE, (JIMO Cont: OWN I ST RENEW BP -74.. 3 4, - NOTES RESIDENTIAL 03 011-010-093 Pk02-073 I ZM%ZANITA BRIAN & KELLY AVE., CHICO NSP (413R) W/GARAGE e'new�l 03'.3o�ro 4 • � SPECIAL CONDITIONS y CHECKED BY --X/SRA -FLOOD CERTIFICATE REQ. FIRE'SPRINKLERS REQ. $SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB-STANDA4Q HOUSING LETTER r tl.�✓ OFFICE COPY Address �t GAS / Meter By Date (//ol { ELECTRIC Meter By i k JOB FINALED (Date) Signature F t . ' . .., .., / ...t.. .... a ,r. -u ,.. r �• r• -�,- N A.. R S. 1 r..,u • 7-.w�--.•+.• � - ! ,: ' COUNT,Y.OF, BUTTE,- DEPARTMENT OF DEVtLOPMENT SERVICES - BUILDING"DIVISION :' " -7 County Center Drive',* Oroville, California 95965 • Telephorie (530) 538-7541 PERMIT NO. (Rev. 1,2/967 APPLICATION AND PERMIT 6 �� ���•� � ., ESSOR PARC EL NUMBER =01(93 j ZONING �►- . BUILDING PERMIT OWNER • R �p� TELEPHONE 343-/51A SO. FT. OCC. BUILDING VALUATION j2 R 1.7 6 OWNER'S'MAIUNG ADDRESS 11. vIIiHii,um CumE=CQ. CA` 95926 %0 U ?n CONTRACTOR'S NAME + ;= t {Iafl TELEPHONE 87 open '609 1440 " cov 18.720 CONTRACTORS MAILING ADDRESS - 250 3cx 62-90 CONSTRUCTION LENDER ,. LENDER'S MAIUNG ADDRESS I Fireplace A _- 3,000 - Total Valuation $ .220.675 ARCHITECT OR ENGIN IRR LICENSE NO. Flirt Fee $ 20.00 Permit Fee $1.063.00 ARCHITECT OR ENGINEERViFS MMAAJUUING ADDRESS P.Q. OCK 727 Plan Checking Fee $ 690.95 BUILDING ADDRESS WMAA1iU ASE. � i � � Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $1.796.95 LOT NO. SUBDIVISIONS NAME - PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ©*� Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 17 .7.00 119.0( Solar or heat pump water heater 23.00 Water Water piping 15.00 15.0( gas water heater or vent 2 15.00 30.()Q TYPE OF WORK New a. Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SIDE RRIELY (Abu/3 112 beth) Gas piping system 1 -5 outlets 2 15.00 30.()o Building sewer .1 15.00 15.0(1 Mobile Home IS I GI WF 920.00 PERMIT FEE $ 229.00 s ELECTRICAL PERMIT Fling Fee 20.00 Main Service ioonOORLE 23.00 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 afull force and effect.j7'?y License Class V Lic. No. • OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I he 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 40ze j:;/.i ' 1 Policy Number 141vs./gmi 1/ 44 (The above sections need not be completed If the Permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in anymanner so as to become subject' to•workers' compensation laws of California, and agree that if should become subject to the ,workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. fa� J0 J Date / / y' X f h i• Awner Signature of Applicant - l -Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height �.,a r Main Service TO 46.00 WEE200A CC NEW CONST. DWELLING occuP. 3•S¢sFT°_ OR oNST. ( ACC.TI-BL f& Er NON•RE91D. C 97.50 - POWER APPARATUS - 8 SINGLE OUTLET CIR. 20 @ I'50 Ex. Occup. OUTLET OR FIXTURES BAL @ .so Ex. Occup.oFIXUrrs AEs OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 198.23 MECHANICAL PERMIT Fling Fee 20.00 Heating ? 20-00 X00 Cooling 2 40.W Hood 6.50 6. Ventilation 3 4. _50 113.50 PERMIT FEE $ 120.W Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 l OCC CONST. TYPE TOTAL FEE $ 2,390.18 , HAZ. .,... p!' IMP v% oo cOF � PARCEL PD/ HD 'ISSUE ✓ This permit is here y issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. j / ! ��✓� By l•�l N Fa r j/ 41) r) Date q33 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD-APPLIq�NT • F. J = OK 0 = Not DK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. 2. Soils; Special MH Support Sketch Gas; MH Test -Demand -Valve -Connector 3. Sewer; Location -Test -Fall -C/O -Concrete 5. 4. Water; Location -Test -Easement Needed (Sketch) Water; MH Test -Regulator -Connector 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 8. 6. Gas; Location -Test -Wrap; / /" L'ft. / /'Nat. or/ /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utilitv 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/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 10. 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- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date . Card B-1 Date Card B-1 Date Card B-1 ,/ = OK 0 = Not OK = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date 4nderfloor (Plans) OK except #'s ing- Setbacks- Ease ment Flood -Slope tg., Main; Soils-Elec. G .-/ rL4;-ftg. Depth Ft .rage; Soils -Steel -Elea Grnd.-/ P' Ftg. Depth 4. , Porches & Decks; Soils -Steel-/ P' Ftg. Depth S mwalls, Main; steel -Blockouts-Wrapped F�KHold Downs and Special Anchors 7. Slab, Steel -Wrapped . Pie -Fireplace Ftg.-Steel 19. .W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test UF, Pipe; Size Anchors - Yard Gas Piping; Size Test lt,,4ater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. P ums & Ducts; Clearance -Material -Support -Ins. 1 Gi s -Sills -Anchor Bolts-Joists-Vents-Crippies 16—'—Access & Ventilation 16. Insulation Date Card B-1Date Card B-1 Date Card B-1 ate Card B-1 Date UMBING (Permit) OK except #'s 1,JjawerHt r.; Vent -Access -Combustion Air Baffle 1 er Pipe; Test & Anchor -Nail Protection , W.V.; Test Fittings & Anchor -Nail Protection 1aV Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 2P! Gas Pipe; Sixe & Anchors Date %j Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 11 FRAMING (Continued) . ELECTRICAL (Permit) OK except #'s angers -Post Caps -Anchors -Connectors 23f Fixture & Transformer Clearance -Ins. Protection 63. 24. Elec. Receptacles Spacing -Lights & Switches at Doors Attic Access; Size & Romex Protection -Draft Stop- Ins..Baffles 2 Size Boxes & No. of Conductors Stapled Bedroom Exiting 2 Romex Installed Close to Edge of Studs & C.J. Pr erty Line Firewall & Openings 2y Equip. Ground made up w/Mech Fasteners -Bond Gas & Water & Rails 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI lywood on Roof Overhang -Attic Vents -Rafter Outriggers IV. Outlets at Wood Panel, Int. & Ext. Subfeed Wire Size / / ga.TAI-A.C� Wire Size / / ga Cu or Al 1. §tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No S!. 3 3 . Service -Riser Conductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. A.C. Duct in Garage -Damper 3,4 Clothes Closet Light -Shower Light -Spa Light Plb., Elec. & Mech. Equip. Listed for Location 34. Smoke Detector 79 nsulation-Foam-Looked in Attic 89/Guard Date , 0 qV'Fdn. Card B-1 Date Card B-1 Date Clearance Looked and r Floor O Yes Card B-1 Date Card B-1 Date 83r§tucco ME HANICAL (Permit) OK except #'s 84/A.C. Unit Disconnect, Electrical -Plumbing 31.4. Ducts Insulation & Support de 6 ent Fan, Exhaust above insulation Elec. Trim, G.F.I. Receptacle -Underground 37. Condensate Drain & Overflow, Size & Grade 8 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic . I _ Date ji Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date . FRAMING (Permit) OK except #'s S' Is Proper Materials & Anchors 4 "Walls Studs -Nailing Spacing & Braces -Plates -Sound 4 earing Walls over Girders & Floor Nailing 4'3,e!,5)raff Stop in Walls (rat proof) V. ire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date 11 FRAMING (Continued) 4 . angers -Post Caps -Anchors -Connectors 7 li g. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 63. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop- Ins..Baffles Z14-. Windows or Exiting Doors -Sill Ht. & Dimensions Bedroom Exiting Garage Fire Protection Framing 52. Pr erty Line Firewall & Openings Pec. Trim & Subpanel, Breaker Sizes & Labels Doors -One 3' -Check Garage 3rd Story, 2 Exits & Rails Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 5 lywood on Roof Overhang -Attic Vents -Rafter Outriggers IV. Outlets at Wood Panel, Int. & Ext. S' ' g -Nailing Veneer 1. §tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58lGlazing Area -Glass Protection -Skylights -Plastic S!. ear Walls: Nailino�Bolts Wq ?Vrace Interi6r/Extefior Wall Panels Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date PL I Card B-1 'Z/ I Date Card B-1 Date 11,` 0:1 Card B-1 Aj Date Card B-1 Date FINAL: -(Plans) OK except #'s 63. xt. SCe-21yDoor & Sidelight Protection -Landings 6 . Smoke Detector 6p/Furnace Vents -clearance -Comb, Air -Connector - I Garage; Above Floor-Ducts-Mech. Protection 6 Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa Pec. Trim & Subpanel, Breaker Sizes & Labels 60/Stairs & Rails 7 . it place or Stove, Clearance -Hearth 71. IV. Outlets at Wood Panel, Int. & Ext. 7 it. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 7 Elec. Outlets & Receptacles at Kit. Counter 714/Garage Fire Door; Swing -Landing -Closure A.C. Duct in Garage -Damper 7VWtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 7 Plb., Elec. & Mech. Equip. Listed for Location 7 . Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79 nsulation-Foam-Looked in Attic 89/Guard Rails & Deck Construction -Post Caps qV'Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked and r Floor O Yes 82.1 F9f(owing Instld./Drive Yes J No/Walks Yes J No/Planters J Yes ;)hlo 83r§tucco Brown -Finish 84/A.C. Unit Disconnect, Electrical -Plumbing 8 ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings de Water Well, Disconnect, Electrical, Plumbing 81,./Exterior Elec. Trim, G.F.I. Receptacle -Underground 8&!2entilation Throughout House_ 8 lass Protection 90. .8orrellions from Previou Inspections J G est -Meters L- , Gas -Electric 9 ater & Sewer Connected -C/O to Grade -HD Approval 94nergy Compliance Certificate -Other Certificates �41Address Posted Date Z �j % ®y Card B-1 Date Card B-1 Date Card B -f Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: �. , , i,. � w t 'L..,.r�... _1/a,�iti-��wji+R{r wVys�{,,•.,Y,^'—;.�v+?�;,.v-°a.�y.....+€'st�tsyd.r'..a•J.�.a Y`°e 1"i�'�.•YM...ws COUNTY OF BUTTE 3� BUILDING DIVISION r -DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE iv,��:��, OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. f �� Inspector COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF.DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE 02 -- OWNER PERMIT NO! A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ,)ate Inspector REV 10/92 o ciz .6131 I 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 ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS - CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 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 ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 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. b 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 o .; 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 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 _ Signature of Applicant - ❑ Owner 0 Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADONS. ( & ACC. BUDS. SO 3.5d Fr. Np Ralp MULTI -OUTLET 97,50 APPARATUS d SINGLE OUTLET CSR. .00 Ex. Occup. OUTLET OR FIXTURES BAL. @ 1 .50 FIXED APPLNs. OR Ex. Occu . ounETs REBID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 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 $ HA2. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date ReceiptNo. !` WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT INSULATION CERTIFICATE Job Number: 2254 B.J.N 2035 Manzanita, Chico Cdntractor/Owner Name Job Address (street, city, state) 6. FOUNDATION WALL Material: Thickness (inches): " Brand Name: 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 Regul 'ons) as , dicated>on the Certificate of Compliance, where applicable. 2,33 l Chico Insulation Item Number's Signature and Date 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 9Ji Butte County Subdivision. Name Lot Number DESCRIPTION 1. ROOF Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): 2. CEILING Batt or Blanket Type: Fiberglass Brand Name: Johns Manville/Knauf Thickness (inches): 12 Thermal Resistance (R -Value): 38 Loose Fill Type: Fiberglass Brand Name: Johns Manville/Knauf Minimum Installed Weight/ti 1.25 lb Minimum Thickness: 15 1/2 inches Installed weight per square foot to achieve Thermal Resistance (R -Value) of 38 3. EXTERIOR WALL Frame Type: A. Cavity Insulation Material: Fiberglass Brand Name: Johns Manville/Knauf Thickness (inches): 61/4 Thermal Resistance (R -Value): 19 B. Exterior Foam Sheathing Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): 4. RAISED FLOOR Material: Fiberglass Brand Name: JohnsManvillelKnauf Thickness (inches): 61/4 Thermal Resistance (R -Value): 19 5. SLAB FLOOR/PERIMETER Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): Perimeter Insulation Depth: 6. FOUNDATION WALL Material: Thickness (inches): " Brand Name: 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 Regul 'ons) as , dicated>on the Certificate of Compliance, where applicable. 2,33 l Chico Insulation Item Number's Signature and Date 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 9Ji COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT 63- -SDlo ASSESSOR PARCEL NUMBER j� I I © I O U ZONING BUILDING PERMIT OWNER'/ 1 �• �'/ _ I IV�`II�/ T E '+ SO. FT. OCC. BUILDING VALUATION . OWNF�S MAIU 0J / IRACTO_R'S CONT NAME TELEPHONE CONTRACTORS YAAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHrTECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS ryuo 2 il( I (,v II Energy Plan Checking Fee $ �5 $ PERMIT FEE $ 3 , LOT NO.SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY 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:1 I Str r 1/� 6nek)& I of � D `�J .,`� %� I Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o.VA 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, U and my license is11 force and effect. A Vu License Class Lic. No. (�V -77I OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 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 46.00 NEW CONST. DWELLING OCCUR SO OR ADDNS. a ACC. BLDS. 3.5¢FT: NNON-RSSID. MULTI.OUTLET 97.50 POWER APPARATUS a SINGLE OUTLET OIR. Ex. Occup. OUTLET ORFDRBAL p .UREB zoa'.ow Ex. Occup. DLInFED,s RR.,6.APPLNSGE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 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 permit is issued. My workers' co�e_nlIs_atio nsuJance carrier and policy number are: Carrier J�/7LA1v rI(/l _ Policy Number 1 S _0 (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 f ith comply with those sions. X G— _ Date �� 3 Signature of Appli nt - rKlowner Contractor ❑ Age t An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE 572 7 , HAZ. I D FEES IMP I FLOOD CDF PARCEL I PD HD ISSUE This permit is hereby issued under the applicable provisions Of the B tte County Code and/or Resolutions to do work indica d bove for whi fee have been paid. /0'6 By Date (06 �- O PERMIT EXPIR SON S�HI.D.S.-B.D. Date rRec7eiptNO. O CANAR -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT x ` COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California' 95965 • Telephone (530) 538-7541 PERMITINO. (Rev. 12/96) APPLICATION AND PERMIT C- OR- x-51 ASSESSOR PARCEL NUMBER 011-010-093 ZONING -R BUILDING PERMIT OWNER BRIAN & KELLY NOKLMY TELEPHONE 343-4514 SQ. FT. OCC. BUILDING VALUATION . OWNER'S MAIUNG ADDRESS,175,176 11 VEiZMII.LION CIRCLE a-aGD CA 95928 940 J 16,0320 CONTRACTOR'S NAME OWNER TELEPHONE 87 uen 609 14440 COV 18 72.0 CONTRACTORS MAILING ADDRESS . 250 screeii 6250 CONSTRUCTION LENDER Fireplace A 3,000 LENDER'S MAILING ADDRESS Total Valuation $ 220 6 ARCHITECT OR ENGINEER MOK MAYBEE LICENSE NO. Filing Fee $ 20.00 Permit Fee $1 063 ARCHITECT OR ENGINEERS MAILING ADDRESS P.O. BOX 727 FOREST RANW, CA 95942 Plan Checking Fee $ 690.95 . BUILDING ADDRESS MMZANITA AVE. Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $1,796.9 LAT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF [X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7 7.00 119.0 Solar or heat um water heater 23.00 Water piping 15.00 15.0( Each as water heater or vent 2 15.00 30 � �� TYPE OF WORK New EX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEV SINGLE FmnY (4hrji 119 bath,) -WT GARAGE Gas piping stem 1 - 5 outlets 2 1 5.00 30, 00 Building sewer 1 15.00 15,00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 220,00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 600 LE zoOA4 OROR LESSSS 23.00 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 inII 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 zooA TO ,000A 46.00 NEW CONST. DW NG OCCUP. OR ADDNS. ( a ACC. Bins. SO 15� . 2 3.5¢x: NON -RES DT MULTRANCI-OUTLET 97.50 POWER APPARATUS a SINGLE OURET CIR. EX. OCCU OUTLET OR FIXTURES BAL @':50 Ex. Occup. DFlxurLEEDTSA A= ARS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 198.23 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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' orfipense� ion i surance carrier and policy number are: Carrier y Policy Number — (The above sections need no be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 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 i6 Date 3 0� Sig ature of Applicdnt Owner Contractor ❑ Age t An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating90-0040-00 Cooling 2 1;.0.00 Hood 6.50 –.50 Ventilation G PERMIT FEE $ 120.00 Mobile Home Installation Fee $ Energy Inspection Fee 1 $ 46.00 Occ CONST. TYPE TOTAL FEE $ 2,390. 10 HAZ. I / V/ C PARf}EL `/ PQ/ HD ISsu This per is here y 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 Receipt No. 3933SI,35- WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -IN CTOR GOL NROD-APPLI T Feb 01 02 08:13a P.1'. COUNTY OF BUTTE - DEPARTMENT OF, DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 1 NO. (Rev. 12/96) APPLICATION AND PERMIT • ASSESSORPMCELNUMBERzcw _ef //- d/�y�3 - R BUILD NG P 1 SQ UILDI G VALUATION . oO > ----- _-- 5P CR -T?E![ ••--- • -- wwNo NONE r--% - ✓Y3�.� /•Y.-._ owNrERs ADO�t - C RACTOR'S NAME 77 k-7 i�al_1e 1 e -------- TELEPHONE i�F CONTRACTORS MAILING ADDRESS/� //'' ��"" NC L PT (/� L!� Cvll C-Gl ZD' CO • /J%/;d E. 4s—PYL vH I J!r-HK FI(e IaCe CJfl ---- Total Valuation S LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER oc % ee LICENSE NO. Film 20.00 Fee S _._ ARCHITEV OR ENGINES S MAID DRESS -o0=!0JK Permit Fee 00 $ Plan Checking Fee $ – Energy Plan Checking Fee $ CPO BUILpI�a AooREss 1 �Q y j r -- $ PERMIT FEE $ iorNo. SUBDIVISIONS NAME PARCEL MM PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE G4 &g, SF W Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 1 J4.9U Solar or heat pump water heater 23.00 Water piping 15.00 ,; TYPE OF WORK New. Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 5(n)- ✓�/M 9cLS izbm C,_ L4 3 f -z Y3cd,PERMIT Each as water sate r e 15.00 � Gas i in stem 1 - 5 outte 15.00 Buildingsewer 5.00i t&cp Mobile Home S G W Q20.00 ` FEE ca `ELECTRICAL PERMIT Filing Feel_20.00 Main Service 'sooA oa mss 23.00 V�J /l *PERMIT FEE PAXb $_ S"�—"i- SHERIFF arm.� s AA0VNT RECOMb _ litx.-CX,/ 1 v "RET NVM�l�it 3 �I.335�� T • O in KM =qT0 CO Main Service 200A TO IOOOA r-146.OD n•} -' `• ,Y NEW COROT. DriELLINO OGGUP. SO. ' IOTA= BIDS. 3.5Qf1. OR -REBID NON•RfS10. MU171.OUTLET @7.50; - POWER APPARATUS • 6 SINGLE OUTLET CR. ---- I Ex. Occup. OVTIET OR FIXTURES 20 4? SAL 0 .50 - F1 E0 APPINS: OR FAX. OCCu . DLmtTO aesiD. EA 5.00 Temporary Service / 23.00 _ Mobile Home Facilities 20.00 Misc. Wiring 23.00 41r. 12- PERMIT FEE S MECHANICAL PERMIT Filing Fee I 20.00 Heating W Cooling p -p Hood 6.501 Ventilation PERMIT FEt: S Mobile Home Installation Fee S — Enorgy Inspection Fee b r `GNT- ! TO AL FEE RO OF AR 1. IV I V ISSUE I This permit is here y 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 —_ LOfa) - ReceiptNo. WHITE•D.O.S.•B.O. CANARY•ASSESSOR PINK•INSPECTOR GOLDENROD -APPLICANT VI r =T12ii!�,S�,V� __ , �� �� u �� �� e� �-u� . — r�-�- � c COUNTY OF BUTTE -DEPARTMENT OF DEVLOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 �( �r PERMIT APPLICATION DATA SHEET / \ OWNER: I �' I� V1 �0� ASSESSOR PARCEL NUMBER Proposed Building Use: &,6ie Z Counter Technician: Date: Items r quired in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. �P Iot plans, 3 or 4 sets, signed by the preparer of the plans. 22 bmplete plans, 3 or 4 sets, signed by the preparer of the plans. L�3 gmeered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 1 rEngineered truss details and layouts in duplicate. No faxes! 1 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� iplicate. All of these must be stamped and wet -signed by the engineer. ` f Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returnedto 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 ..................................... Hazardouu$Material Form .._.................!..................................................... Other —;VLA ,= "•''::'"''` 014 ngitems 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 ....................................... Ittatement of Intent for Non -heated and A/C Buildings .................................... ... .. 16. anitation and plot plan approval from the Environmental Health Department in City of Chico Plumbing permit........................................................................ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: K (B)Parking: (C) Parcel Check: S c —(3> WW. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy) tPt>-3joma ❑ 22. Pre -Inspection for required ................ 23. tractor's license information. (N er t le, Classification) ...................... 4. Worker's Compensation Carrier an ..... ❑ 5. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 26. Letter of Signature authorization.................................................................... 27. 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. $ t❑ 31. Other: , When issued Telephone Or �� and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. F - Applicant: 'V' t� l� Date:�'v 1. Index permit application for the above items numbered: I/.T-- 4v4- + Plan Check Letter 2. Additional items required JICJi -Fee.S not MiO( kk dbVjjC , W- C01 IeGt 6C,5-5 Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ 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: Hate: Structural reviewed by: d Date: !6/970ZTStructural approved by: Date: O i�YNote transfer by: Date: liAp_ C.wtLZ4 A4,�o 54.t'o-e;( r2,ee4-1L, ��u0iSRI i0 -V -S y-27 -.J u�is sem. E.H. USE Ffiot Flee Attechod +y!� /VVRaceFile A ®d (r' TO: Building Department FROM: Environmental Health Gn U13 1 SUBJECT: Sanitation Clearance 69 61-5 I A�n' C- ele —67 P�r Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for dwelling. Other bold final for: /�i/�� /���.LC✓/i� d/c `}T/C� JS/S%i�-� Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 -COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER. PROPOSE • BUILDING USE N F— 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee .................................. $ �E 2. SCHOOL DISTRICT FEES (paid at District Office) JIV,SHERIFF FEES (paid at Building Division) 2 Residential .................................... x $360.00 = $ �7�®•� Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) .............. —x =$ Sq. ft. Amt. 1 5. RECREATION DISTRICT FEES THERMALITO DRAINAGE DISTRICT FEES $51.0.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) lac 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) A.P.#(1/I"01V_C173 DATE RECEIPT # DATE REC. 35-35F _ 24 �-- 35 3Sg5�- 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. 'J�APPLICANT t /1 DATE Pursuant to Government Code Section 66020, yore hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) Voa 3y3-�a853 �� X jurxlI 1<L' Please complete the following information in order to process your submittal. tf this form is not and legible. it may cause a delay in processing. lOwner's Name: Received By: Date: Date: A.P. #:. fir.l 1. n 1 % — �� 3 Permit #. Tim ContactPhoneNumber: 3Y3 -&F 53 Purpose of submittal: • Data Item � � . F-1 ['Permit Application , � . 4�&& 4t. 0 Engineering 0 Plan Revision Irl Requested by Building Inspector or Correction Notice - Inspector's Name: 13 Requested By Plan's Examiner- Examiner's Name: O Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisio review. If engineering is involved in this revision, the engineer must put his requirements on these dra stamp and sign the drawings. Include two (2) sets of wet signed engineering. 8�sed drawings m t cic When Approved, Process as Follows: 0 Mail to Owner at this address: 0 Mail to Contractor at this address: C3 Call and hold for pickup at the ❑ Chico Office ❑ Oroville O O Deliver with next inspection. O S46.00 Receipt b: :S5-3 5?6 0 Additional Fees �i R. Revised Plan Check Fee: P Additional fees may be due based upon complexity and time involved to process this sur: Addicional Fees: Receipt 0: f� —039- 6r) ..-._y.,ti,.�..[�`r"^r.rt•�u��r:�•+^r�"�'rh�,.'�•'3�WYr^....,ti�,'�;`«•+ti+�•!`.V�('nG��.ur^�^.",-r•n,..--""'•�YY•..'�."..r��},�,..1.'Mi,/T`r�•._ `„YYJ�''•.j•k,..,�:.;.r=r�r, _,•.+... .. . BUTTE COUNTY PARRS DSVSI,OPNBNT FEE CERTIFICATION FORD CHICO ARBA RECREATION AND PARK DISTRICT Assessor Parcel Number(s) Property Owner l G���' n ' \e � Mo l _ b y— Project Location/Address Subdivision Residential Development: (check one) Lot Number(s) New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units /Comment: Building Department Repr6sontative Date . ». Chico Area Recreation and Park District(CARD) certifies that (Applicant Name)) (Phone Number) It NM41& it (Street Address) Gv GA- . (City) (State). (Zip Code) has complied with the requirements'of Bitte, Co. -Res61uti6n"N6.,"'90=140'"-by payment for ' dwelling units @ $1,189 for total payment of $ CARD Representative PAID BY CHECK NO. a REMARKS:_ BANK NO. qb- U aDZ 11-a 1 PAID BY CASH RECEIPT NO. Distribution Date 06/21/02 00865 11.24AM :t?iT[JTAL 31189.00 White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod --City of Chico Building Dept. park.fee (form revised 11/90) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per -Building) School District (..t' Building Department No. A.P. Number �.�' ' 01 O 0.13 Jurisd"ction: City County Property Owner . 4-y (AtAl" . . Property Location/Address Subdivision Residential Development J No Living Units Commercial/Industrial _ New Department R Lot No. *i• Sq. Footage y Mobile Home Addition 'Supplemental to (Group R) Installation Conversion Permit # '(No foundation inspection): AddF-1 ion Irioor runs revieweo ov scnooi District Identification No. V 2 n I n "T ! School District certifies that Sq. Footage (Including Exterior Roofed Areas) 6-c -a- Date yv (Applicant) Ll L4 c7 (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements.of Resolution No. �.— [ by payment of $ . (p t/p 0 representing . �.- L4 square feet. School District Paid by Check # Remarks: IFAS 2926 S .,3 FULL MITIGATION S 2 - Date ) Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in Compliance with Government Code Section 66020(a), 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 Califomia Environmental Quality Act (CE01A), this project may be 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.xis (10/98)dmm —*41 ENCROACHMENT PERMIT COUNTY OF BUTTE ♦ DEPARTMENT OF PUBLIC WORKS 7 County Center Drive ♦ Oroville, CA 95965 ♦ Phone: (530) 538-7681 ♦ Fax: (530) 538-4356•• Download Forms: www.buttecounty.net/publicworks NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE I Permit Number District Phone: (530) 538-7339 OZ6376E I )NrZ APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County road highways, all in acco ante with County ordinances and general laws. All information except signature must be typed or legibly rinted. 1. Applicant's Name: rlC o 2. Address: // (ler 3. Phone: 2�3 _4541 45 4. Assessors Parcel Number. 5. Location of Wodt to be Oona: % U J /lam S'APPe'w a 3 •• 6. Apptkanfs ftnatum 7. Oaw CONT CTORIS INFORMATION 8. Contractors Name: 9. Address: A/ 10. Phone: 2,,Jv3 12. Contractors Number: 60-7 7 z{ 14. Contractors Signature r�— C 1115. Authorized Agent d C<) C44- -/,3'7f tae 11. Fix: 5ro-6,?3-3 13. Certificate of Insurance: Yes t] No TYPE OF WORK TO BE DONE 16. Please chem Curb: ❑ Gutter: ❑ Sidewalk: ❑ 17. Driveway (List Type): 18. other. PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby ranted. ?9. Crrditions Underground Service Alert U.S.A must be notified two working days prior to any excavation. 800.227-2600 20. 0 All work shall conform to accompanying: Detail O Plans 0 Special Conditions t7 21. Data Issued: 4 Q-4 O.Z 22. Expiration Date: 4 23. Surety: Y No � Mike Crump, Director of Public Works By: v "Note: If permits are faxed to any number besides (530)538-4356, they can be delayed up to one week. Piga I of 2 General Cnn.liuons - Sea Page 2 PLA REVIEW RESPONSE F1�M n order to expedite the review of your plans, please complete the following information and return this form with your rasnbmitW If -'-us form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There moat be a valid tsponse to every item requested in our plan correction letter. "By others" is not considered a valid response.- Please md'icaDe your -_sponse 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 LEITER AND RETURN WrTH REVISED AND OREGUM pLANS. DWNERS NAME _ _ _ DATE: - ASSESSORS PARCEL NUMBER PERMIT AUMBER 0'�- t)-7 ?cSPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: :OMMENTS: �k ( /,.�lJrew MEd'/ PLAN CHECK ITEM # 71 RESPONSE BY: Ak&g /%rte��e LOCATION ON PLANS/CALCS: 5�� �2 re&Isc LOMMENTS: �k ( /,.�lJrew RMI PLAN CHECK ITEM # -3 RESPONSE BY: AL /��a'/4 bee LOCATION ON PLANS/CALCS: /✓ A ZOMMENTS: E Irl c7 S J - PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: �OMMENTS: t, PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: �/+'t !COMMENTS: RESPONSE FOR PLAN CHECK LETTER DATED: 4A9,0 PLAN CHECK ITEM # RESPONSE BY: t L LOCATION /ONPjLLANSiCALCS: COMMENTS: �Q {dam #., PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: . c PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: - r PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSJCALCS: COMMENTS: PLAN CHECK ITEM # �, RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: - r PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK REM'# RESPONSE BY: LOCATION ON PLANS/CALCS: May 9, 2002 Brian and Kelly Nokleby 11 VermilIlan Circle Chico, CA 95928 • Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 011-010-093 Building Permit Number: 02-0731 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 approval of this project. NON-STRUCTURAL COMMENTS: l% All walls and ceiling of the garage must be protected with 5/8`s's inch Type X sheetrock-not just the walls adjacent to the living space. Provide an attic access to,this attic area. This must be a fire -rated assembly since it is located in a required fire assembly. Provide plans for the screened room. Plans must depict area to be covered with screening. In order to comply with light and ventilation requirements for the breakfast room, the area of screening must be at least 65 % of one long wall and 65% of one additional wall. Your building site is located in an area called The State Responsibility Area for Fire Protection (SRA) and the site plan requires review by the fire department- fees of $89.00 will be added to your permit for this review and subsequent inspection of requirements. 4. Provide floor -framing plan for the deck. Truss C 1 is missing from the truss calculation package. Please provide two copies of this truss. % Requirements for using a recirculation system and timer are to be noted on the plans. Requirements for pipe insulation and timer requirements shoud be noted on the plan near hot water heaters. You must provide the manufacturer's specifications, along with the make and model numbers for the pump and timer you will be using. STRUCTURAL COMMENTS: 1. None. 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 Martha. 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. Martha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer 1 of 1 RESIDENTIAL PLAN ° REVIEW GUIDE ° `'=: `>- :::�::: c SINGLE FAMILY, DUPLEX AND \�'D► MISCELLANEOUS ONLY Owner: (JD Building Permit Number: Plans Examiner Wartha Christy A. P. Number: U2--o?3( Ou-010 -093 GENERAL: 1. Zoning requirements — (number of permitted living units). 2. Plans signed by the designer. 3: Proper description of work on the application. ._ 1�9.0C) fe,.5 acLc{ec(, 4. Existing violations on the property. 5. 'Recorded notice of violation. 6. Building permit valuation. PLOT PLAN: �YO V I �Ln Sr 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. &YI 1- OOn"'. 3. Other buildings or structures. 5e re e n t VL 4. Grading, fills and/or drainage. (� t j C770 GI.rre AA Z 5. Flood hazard. >(*e,y-, cr Wcfa& 6. Special conditions on P el Map: Noise C3 SRA Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement. S. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLA`: I. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 2 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension sball be 20". When «indows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). 4. Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). T. All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). 3. GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). 9. Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). 10. Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code section 301.5). Garage firewall separation - required on ge side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). 12. Under no circumstances shall a private garage have any opening into a room uAed for sleeping purposes (Uniform Building Code section 312.0. 13. Wood stove location - Alcove — UNIC section 205 confined space & 223 unconfined space &304.2). 14. Smoke detectors (Uniform Building Code section 310.9.1). Paget of 2 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. Shower compartment.minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the area of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Nan' b a n/ 3. Clerestory requiring balloon framing and/or engineering. P'0 u ,v,o oundation plans complete enough to construct building (Uniform Building Code Table 18-I-C).'(� 5. oor construction details complete enough to construct building, Elevations and wall construction details complete enough to construct building. �,e.~d pjex, Roof construction details complete enough to construct building. 8. Fireplace construction details and calculations if necessary. u��►c0 i�G� eG�- �CY CDut� 9. Garage door header size(s). :MV 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. 13. High expansive soil - special foundation design required. 14. Retaining walls requiring design. 15. Gypsum wallboard nailing inspection required. 16. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. certification may be prodded by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 17. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. CELLANEOUS ITEMS: Stairway deta�ladin-gs, rise and run. head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uorm Building Code section 509). Brick or stonneer (Uniform Building Code section 1403). 4. Exterior plaster -weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6. Foam insulation - protection. 7. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 8. Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9 nderfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. ttic access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. 12. Energy design compliance and supporting documentation. 13. CDF responsible area requirements. I BUILDING PERMIT REQUIREMENTS: �e(2;1 Y -C, a- T1 me r e rna-rA-�-�'. s 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. • Paee 2 of 2 PROJECT PROCESSING RECORD Applicant: `1 Owner: A.P. #: O 1 1 - O 1 O' U�j 3 Permit #: U 2— 0 -7 Work Description: Date Description.of Step or Status __.. Ia A/ ^4 ANDMIiEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2002-001 6697 Recorded OfficialRecords Count BUTTf E CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 12:21PM 03 -Apr -2002 REC FEE 13.00 CONFORM .00 COPIES 1.50 Maureen Page 1 of 3 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 �la� PROPERTY OWNERS: State of California County of &V" -c.. On 1, Y t I l O L before me, 15 -' personally appeared .3; N k, l cls ersonadly- knavA te-me (or proved to on the basis of setisfaMory evidencel to be the person(s)—whose name((sj s/a subscribed to the within instrument and acknowledged to me that�he/they executed the same in�er/their authorized capacky(iesj; and that by is her/their signature(sj'6n the instrumen ,the person) -of the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal Signature /� Seal: %comm. DANICA HERMAN COMM. 11199049 NOTARY PUBUC-CAUFORNU► NA.P. # Q 176 Cl ( 3 _ COUNTY OF,BUTfE ca Expires Oct. 18, 2002 l . V ,r Order No. 201284 EXHIBIT '!ONE" PARCEL ONE: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE UNINCORPORATED AREA OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: A PORTION OF LOTS 10 AND 11 OF THE 21 ST SUBDIVISION OF THE JOHN BIDWELL RANCHO, AS SHOWN ON THAT CERTAIN MAP ENTITLED "MAP OF THE 21 ST SUBDIVISION OF THE JOHN BIDWELL RANCHO", FILED IN THE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, ON NOVEMBER 11, 1912, IN BOOK 7 OF MAPS, PAGE(S) 49 AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A 3" X 3" REDWOOD STAKE SET IN A MOUND OF ROCK MARKING THE MOST EASTERLY CORNER OF SAID LOT 10 AND RUNNING THENCE NORTH 560 56' WEST ALONG THE LINE BETWEEN SAID LOTS 10 AND 11, A DISTANCE OF 698.61 FEET; THENCE, AT RIGHT ANGLES, NORTH 331 04' EAST A DISTANCE OF 55.54 FEET TO A 1 " IRON PIPE TAGGED RCE 11128; THENCE NORTH 560 56'00" WEST, PARALLEL TO AND 55.5.4'FEET DISTANT FROM THE LINE BETWEEN SAID LOTS 10 AND 11, A DISTANCE OF 269.35 FEET TO THE TRUE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE CONTINUING NORTH 560 56'00" WEST A DISTANCE OF 295.68 FEET TO THE NORTHEASTERLY CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED FROM DANIELS TO QUIRING RECORDED DECEMBER 1, 1950, IN BOOK 561, PAGE 386, OFFICIAL RECORDS OF BUTTE COUNTY; THENCE SOUTH 330 04'00" WEST, A DISTANCE OF 86 FEET TO THE SOUTHEASTERLY CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED FROM DANELS TO QUIRING RECORDED JUNE 5, 1961, IN BOOK 1119, PAGE 300, OFFICIAL RECORDS OF BUTTE COUNTY, WHICH POINT IS MARKED BY A 3/4" IRON PIPE TAGGED RCE 11128; THENCE NORTH 560 56'00" WEST, ALONG THE SOUTHERLY LINE OF SAID QUIRING PARCEL A DISTANCE OF 138.59 FEET; THENCE SOUTH, 390 00' 41" EAST, A DISTANCE OF 261.85.FEET; THENCE SOUTH 33° 04' 00" WEST, A DISTANCE OF .92.80 FEET TO A POINT ON A CURVE TO THE LEFT ON THE NORTHEASTERLY LINE OF MANZANITA AVENUE AS THE SAME IS DESCRIBED IN DEED FROM BERTHA M. DANIELS TO COUNTY OF BUTTE RECORDED APRIL 24, 1972, IN BOOK 1752, PAGE 539, OFFICIAL RECORDS OF BUTTE COUNTY; THENCE ALONG SAID NORTHEASTERLY LINE OF MANZANITA AVENUE, ALONG SAID CURVE TO THE LEFT, THE TANGENT TO WHICH BEARS SOUTH 500 44'43" EAST AND HAVING A RADIUS OF 560.00 FEET, THROUGH A CENTRAL ANGLE OF 20 37'50", AN ARC DISTANCE OF 25.71 FEET; THENCE CONTINUING ALONG SAID NORTHEASTERLY LINE OF MANZANITA AVENUE, SOUTH 530 22'33" EAST, A DISTANCE OF 159.83 FEET; THENCE NORTH 330 04'00" EAST, A DISTANCE OF 265.48 FEET TO THE TRUE POINT OF BEGINNING. PARCEL TWO: AN EASEMENT FOR PEDESTRIAN AND EQUESTRIAN USE OVER A STRIP OF LAND 6.0 FEET IN WIDTH, LYING NORTHEASTERLY OF AND CONTIGUOUS TO THE FOLLOWING DESCRIBED LINE: A PORTION OF LOT 10, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MAP OF THE 21 ST SUBDIVISION -OF THE :JOHN BIDWELL RANCHO", FILED IN THE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, ON NOVEMBER 11, 1912, IN BOOK 7 OF MAPS, PAGE(S) 49 AND BEING MORE PARTICULARLY 2 Order No. 201284 DESCRIBED AS FOLLOWS: COMMENCING AT A 3" X 3" REDWOOD STAKE SET IN A MOUND OF ROCK MARKING THE MOST EASTERLY CORNER OF SAID LOT 10 AND RUNNING THENCE NORTH 56° 56' WEST ALONG THE LINE BETWEEN LOTS 10 AND 11 OF SAID 21ST SUBDIVISION OF THE JOHN BIDWELL RANCHO, A DISTANCE OF 698.61 FEET; THENCE AT RIGHT ANGLES NORTH 330 04' EAST, A DISTANCE OF 55.54 FEET TO A 1 " IRON PIPE TAGGED RCE 11128; THENCE NORTH 56 ° 56' 00" WEST PARALLEL TO AND 55.54 FEET DISTANT FROM THE LINE BETWEEN SAID LOTS 10 AND 11, A DISTANCE OF 565.03 FEET; THENCE SOUTH 330 04'00" WEST, A DISTANCE OF 80.00 FEET; THENCE NORTH 560 56'00" WEST, A DISTANCE OF 182,73 FEET TO THE TRUE POINT OF BEGINNING OF THE LINE TO BE DESCRIBED, SAID POINT OF BEGINNING BEING A POINT ON THE SOUTHEASTERLY LINE OF CENTENNIAL AVENUE; THENCE SOUTH 560 56'00" EAST A DISTANCE OF 50.0 FEET AND THE END OF SAID LINE. Assessor's Parcel No: 011-010-093 �F �1NF"I4 LJCPTGCH GNC INEM IV)G t7q= < f40. 5.30 999 1102 ~pr. r 1 .7,OL12 es: e qpm F'9 N tnain"eenng. ApAl 1, 2002 •5 RE: Nokeby Residence, 11 Vermilfion Ci., Chico, CA To Whom It May C®nmr : I have reviewed the truss calculations by Longfellow Lumber Co. dated 3-2602 and have found itiat ttte truss designs provided appear to. be in aoordance v,Ath the general desip concept of tine structural documents. The.spedfircdesign shall renin the responsibility of the engineer who has sealed the calculations. F Trusses C1 and C2 vism not provided in the package I nevi d. any questions or concems. o�, VerticalTechnology 'Engineering PO Box 282, Chico, CA 95927 Ph.. (530) 899-8716 Fax (530)-899-1102 Email MDHPE@cs.com Structural Calculations Client: Brian and Kelly Noke Project: Nokelby Residence fVl4i,dt7lc�t.c,� ='�'i� Location: {�. 6► t—o� o— tXi3 ` Z4 0. C 607�- r j'BUILDING DEPARTMGMY AP. ROV6D 0 z P �• Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. T` LAv VERTECH ENGINEERING PROJECT: 11/19/01 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. 3. FILL AND BACKFILL A) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. B) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 4. CONCRETE A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. B) CONCRETE SHALL CONTAIN MIN. OF 5 SACKS OF CEMENT PER CUBIC YARD WITH SLUMP BETWEEN 3"-5". C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASf. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. 11 G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20' WHERE SLAB IS REINFORCED. H) WATERPROOFING OF FOUNDATIONS, RETAINING WALLS, AND SLAB ON GRADE IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. I) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 '/7" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. VERTECH ENGINEERING PROJECT:, 11/19/01 L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 5. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'M MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 6-A FRAMING/LUMBER A) SHEATHING SHALL CONFORM TO APA, PS 1. SHEAR SHEATHING SHALL BE C -D, C -C, OR 303(T-1-11). ALTERNATE SHEATHING MAY BE SUBSTITUTED FOR FLOORS, ROOFS, OR WALLS PROVIDED THEY ARE STRUCTURALLY EQUIVALENT. B) GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH FB = 2400 PSI AND FV = 190 PSI MINIMUM WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2 C) MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D) SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR OR HEM FIR WITH 1/2" DIAMETER ANCHOR BOLTS LOCATED AT V-0" O.C. U.N.O. AND 1'-0" MAXIMUM FROM END. E) ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. F) STUDS SHALL BE STUD GRADE OR BETTER. G) ALL POSTS SHALL BE DF -L #1 U.N.O. H) 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. I) 2X JOISTS SHALL BE DF -L #2 U.N.O. J) CONCEALED BEAMS SHALL BE DF -L #2, EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER) K) ALL NAILS SHALL BE COMMON. WHERE EXPOSED TO WEATHER, NAILS SHALL BE GALVANIZED. L) BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. M) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 6-13 GENERAL FRAMING A) HEADERS: UNLESS SPECIFICALLY NOTED ON PLANS OR IN CALCULATIONS, HEADERS SHALL BE 6X10 OR 4X12 DF -L (N) #2. WHERE OPENING IS GREATER THAN 5'-0", (2) TRIMMERS SHALL BE USED. B) SAWN FLOOR JOISTS AND ROOF RAFTERS SHALL BE SIZED PER 1997 UBC TABLES 23 -IV -J AND 23 -IV -R RESPECTIVELY. C) MANUFACTURED "I" JOISTS (SUCH AS TRUSS JOISTS)SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480. USE A MANUFACTURED RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM BOARD AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). D) ROOF SHEATHING SHALL BE CD -X OR OSB APA RATED SHEATHING. THICKNESS SHALL BE PER APA LOAD TABLES BASED UPON ROOF LIVE LOAD AND FRAMING SPACING. APPLY FACE GRAIN (LONG DIMENSION) PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL WITH 8D NAILS AT 6" EDGE AND 12" FIELD U.N.O. EDGE NAILING SHALL APPLY AT ALL PANEL EDGES, OVER BLOCKING, WALLS, AND DRAG MEMBERS. E) FLOOR SHEATHING SHALL BE T&G APA RATED SHEATHING. THICKNESS SHALL BE PER APA LOAD TABLES BASED UPON FLOOR LIVE LOAD AND FRAMING SPACING. GLUE AND NAIL WITH 8D NAILS AT 6" EDGE, 10" FIELD, U.N.O. F) MINIMUM NAILING REQUIREMENTS SHALL BE PER 1997 UBC TABLE 23 -II -B-1. G) ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. H) WHEN USING "GREEN"OR UN -SEASONED LUMBER, CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. ANY SYSTEM USED TO ALLEVIATE THE EFFECTS OF SHRINKAGE SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO USE. 3 VERTECH ENGINEERING PROJECT: 11/19/01 6-C BEAM FRAMING ' . A) ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16D NAILS AT 6" O.C. U.N.O. B) PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT FOR ALL OTHER EQUIPMENT OR FURNISHINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... SHALL BE PROVIDED BY CONTRACTOR OR OWNER. C) SPLICE ALL BEAMS OVER SUPPORTS OR SAW -CUT TOP 1/3 AT SUPPORT U.N.O. (NOT AT CANTILEVERS) 6-D POSTS/TRIMMERS A) CARRY ALL UPPER LEVEL POSTS INTO LOWER LEVELS AND PROVIDE SOLID BLOCKING UNDER ALL POSTS IN FLOORS. B) STACK ALL BEARING STUDS, TRIMMERS AND POSTS FROM UPPER LEVELS IN LINE FROM ROOF TO FOUNDATION. C) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. D) WHERE (2) OR MORE TRIMMERS ARE SPECIFIED, THOSE TRIMMERS ARE TO BE STACKED IN ALL WALL FRAMING AND SOLID BLOCKED AT THE FLOOR LEVEL CONTINUOUS DOWN TO THE FOUNDATION. 6-E WALL FRAMING A) CONTINUOUS BLOCKING SHALL BE PROVIDED OVER ALL BEARING WALLS, SHEAR WALLS, AND MID -SPAN OF FLOOR JOISTS AND ROOF FRAMING U.N.O. WHERE MANUFACTURED "I" JOISTS ARE SPECIFIED, BLOCKING REQUIREMENTS LISTED HEREIN ARE TO BE CONSIDERED MINIMUMS AND MAY BE INCREASED AS PER MANUFACTURERS RECOMMENDATIONS. B) SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD C) TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16D SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. ADJACENT WALLS AND BEAMS SHALL BE STRAPPED TO TOP PLATE WITH SIMPSON ST22 U.N.O. D) FIRE BLOCK STUD WALLS AT MID -HEIGHT OR MORE AS REQUIRED BY GOOD CONSTRUCTION PRACTICE. E) IN NO INSTANCE SHALL A STUD WALL BE USED TO RETAIN SOIL OR RESIST LATERAL PRESSURE DUE TO SNOW LOADING. IN THE CASE OF SNOW BUILD-UP AGAINST A STUD WALL, THE OWNER SHALL BE RESPONSIBLE TO ELIMINATE SNOW TO STUD WALL CONTACT. F) WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK-BOLT OF SAME DIAMETER WITH 6" EMBEDMENT IN CONCRETE. INSTALL PER MANUFACTURERS RECOMMENDATIONS. G) WHERE A WALL IS LABELED AS A SHEAR WALL, SUCH WALL SHALL BE CONTINUOUSLY SHEAR PANELED AND NAILED AS REQUIRED PER SCHEDULE FROM THE ROOF PLYWOOD TO FOUNDATION SILL PLATE. WHERE A FLOOR OR OTHER ELEMENT DISRUPTS THE CONTINUOUS PANELING, SPECIAL DETAILING IS REQUIRED. WHERE SPECIAL DETAILING IS NOT PROVIDED, CONNECTIONS SHALL BE IN CONFORMANCE TO ACCEPTED PRACTICE FOR SUCH CONNECTIONS. H) WHERE HOLD DOWNS ARE REQUIRED AT FOUNDATION LEVEL OF A MULTI LEVEL WALL, STUDS ANCHORED BY HOLD DOWN SHALL BE STRAPPED WITH SIMPSON MSTC40 TO STUDS ABOVE AT ANY LEVEL SPLIT U.N.O. 1) ALL BLOCKING OVER SHEAR WALLS SHALL BE ATTACHED TO SHEAR WALL WITH SIMPSON A35 CLIPS AT 48" O.C. U.N.O. J) CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). K) NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. L) LET -IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-F CONNECTIONS A) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. D) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION"OF JOB. E) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. F) PROVIDE 2X2X3/16" PLATE WASHERS ON ALL FOUNDATION ANCHOR BOLTS. 4 VERTECH ENGINEERING PROJECT: 11/19/01 .7. HARDWARE / STRUCTURAL STEEL A) HOLES FOR THROUGH BOLTS SHALL BE;DRILLED 1/16" OVERSIZE. B) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C) BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. D) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. E) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. F) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. G) STRUCTURAL STEEL SHALL CONFORM TO ASTM AM. PIPE MEMBERS SHALL CONFORM TO ASTM A501. H) ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY SPECIFICATIONS. ALL WELDING SHALL BE DONE BY WELDERS CERTIFIED BY THE LOCAL AUTHORITY. I) ALL WELDING ELECTRODES SHALL BE E70XX OR SHIELDED WIRES WITH FY>70KSI J) PROVIDE 2X2X3/16" PLATE WASHERS ON ALL FOUNDATION ANCHOR BOLTS. 8. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B PROJECT of ENGINEER AT DESIGN OF Ge -�, Roo -F DL VERTECH ENGINEERING PAGE J DATE `Zc of- LL 20 s WQkl OL IZ Ps Fl oor DL 10 PS �, FIoor LL I -Ops -F Ro&p�,9 2.5 rsf Pay 2.5 rGrn� r� J cv ce;I�ng M + s c. I( Psi' Se, sSyy c. Mass �-1) �� roo-F — (I Coco � -4�-I- 2� (I , 30 (I (o s �'� ---► P 3+) 549 wa - s --W—q Voo I b P 44 2091E I5 Y.oop— 2630 +�)(I.30(►�o�sS'�-� (�O�q 411 s-f=�-+30,2`�� -2j--C �1 0,<- I O b ((,) Y -.f —�+2)I�� 1 --� 2-5,-2 of 1,1 b P J wa11_s - 12�-' •.5'� ( I5 Soo I b . . .... ... ............ � 32.,�gCall 12 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV III) Project: Nokelby Residence Date: 11/1/2001 Comments: Wind Speed: 75 mph Exposure: B ❑ One Story or Partially Enclosed Multi -StoryStructure Primary Frame Method A Windward Wall Importance: Elevation Elevation Elevation 15 20 25 7.2 7.8 8.3 Leeward Wall -4.5 -4.8 -5.2 Roof --^� Leeward'or Flat Roof -6.3 -6.8 -7.3 Windward Roof Slope <2:12 -6.3 -6.8 -7.3 2:12 to <9:12 -8.1 2.7 -8.7' 2.9 -9.4 3.1 9:12 to 12:12 3.6 3.9 -._- 4.2 >12:12 6.3 6.8 7.3 Wind Parallel to Ridge -6.3 -6.8 -7.3 Method B On Vertical Projected Area Structure <= 40' High 11.7 12.6 13.5 Structure >40' High 12.6 13.6 _ 14.6 On Horizontal Projected Area -6.3 -6.8 -7.3 Elements and Components not in areas of discontinuity Wall Elements All structures 10.8 11.6 12.5 Enclosed and Unenclosed Structures -10.8 -11.6 -12.5 Partially Enclosed -14.3 -15.5 -16.7 Parapet Walls -11.7 11.7 -12.6 12.6 -13_.5 13.5 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -11.7 -12.6 -13.5 7:12 to 12:12 -11.7 11.7 -12.6 12.6 -13.5 13.5 Partially Enclosed Slope <2:12 -15.2 -16.5 -17.7 2:12 to 7:12 -14.3 7.2 -15.5 7.8 -16.7 8.3 >7:12 to 12:12 -15.2 15.2 -16.5 16.5 -17.7 17.7 Elements and Components in areas of discontinuity _ Wall Corners -13.5 10.8 -14.5 11.6 -15.6 12.5 Roof Eaves, rakes or ridges without overhangs Slope <2:12 -20.6 -22.3 -24.0 2:12 to 7:12 -23.3 -25.2 -27.1 _ >7:12 to 12:12 -14.3 -15.5 -16.7 Slope <2:12 at overhangs, canopies -25.1 -27.1 -29.2 1997 UBC Static Seismic Forces VerTech Engineering Project: Nokelby Residence Comments: V40vt sc- Date: 11/1/2001 Units: Kips & Feet (UNO) Zone = 3 EQ: Soil type = Sd Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 17 HEIGHT TO ROOF) Ct = =•020 FOR ALL OTHERS p= 1 TA = Ct(hn)'" Max TB = 1.4*TA Reliability Redundancy Factor = 2-20/(r*sgrt(Ab)) VEQ = (Cv*I*W)/(R*T) Ft = 0.07*T*V (If T<.7, Ft=O) METH A METH 5 T = 0.167 0.167 Cvl/RT = 0.5864 0.5879 VEQ = 87.0 87 r— max element/story shear ratio I<p<1.5 <1.25 for SMRF =1 Zone 0,1,2 Ab= ground floor area of structure EQ: 11 *Ca*I 2.5*Ca*I/R VIVO: 0.0396 0.1636 V: Ft = 0.00 r— max element/story shear ratio I<p<1.5 <1.25 for SMRF =1 Zone 0,1,2 Ab= ground floor area of structure 1 140.4 1 1btsv 11 *Ca*I 2.5*Ca*I/R 24.3 0.0396 0.1636 5.9 24.3 1 140.4 1 1btsv 0 • 1997 UBC Static Seismic Forces VerTech Engineering Project: Nokelby Residence Comments: GQrcage, Date: 11/2/2001 Units: Kips & Feet (UNO) Zone = 3 EQ: Soil type = sd Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 9 HEIGHT TO ROOF) Ct = =.020 FOR ALL OTHERS IVI p= 1 TA = Ct(hn)'" Max TB = 1.4*TA Reliability Redundancy Factor = 2-20/(r*sgrt(Ab)) VEQ = (Cv*I*W)/(R*T) Ft = 0.07*T*V (If T<.7, Ft=O) METH A METH B T = 0.104 0.104 CvI/RT = 0.9448 0.9441 VEQ = 30.8 31 r- max element/story shear ratio I<p<1.5 <1.25 for SMRF =1 Zone 0,1,2 Ab= ground floor area of structure EQ: .11 *Ca*I 2.5*Ca*I/R V/W: 0.0396 0.1636 V: Ft = 0.00 r- max element/story shear ratio I<p<1.5 <1.25 for SMRF =1 Zone 0,1,2 Ab= ground floor area of structure I oc.v 1 [y.3 .11 *Ca*I 2.5*Ca*I/R 5.3 0.0396 0.1636 1.3 5.3 I oc.v 1 [y.3 PROJECT, n ENGINEER AT VERTECH ENGINEERING PAGE DATE I PROJECT oke VERTECH ENGINEERING PAGE 10 ENGINEER _ AJ - DATE I DESIGN OF La7Vcx-o► i Loa 8,5 .__%. i 8 A, - (21' • ► o�) C 13.5 P5 -F) = T635 Ib ,1 — c2�' q� is 1'Z.c� ps) ^ 31-75 6 P P of ► - C2g, G')( t2,CaP s -P) = Z► -75 16. — (13� • �9)( 12,E PSV = 2GA-n\6 s_` ) = 4309 16 3,R— (►�� 1o`)C i3.5P sf) = 2430 i6 (21'- 'q')02,(oP s --C) = 23'b11� l:5 143CD P 5 - (20' . I��i(►2,� P3 T) = 453(016 ZENGIPROJECT okf--6VERTECH ENGINEERING PAGE 12 - ENGINEER NEER A DATE o DESIGN OF Lca-i-�� ck Lh9 Loci J S 1.4 4- k. 4r 0 O� 3, I — Z •�SLa 4, 13, 5001 . e 3441 16 Y PROJECT/� b VERTECH ENGINEERING PAGE I z ENGINEER AS DATE o DESIGN OF LOAcroi Loads Loi CA I Lcc,d A, A i E5 G D)R c)) R I C) Pi a-4 ) 3ao 16 ---- n s = 2c)-1 (D 2 1,54 S VQ V --J .S 5 VQ VerTech Engineering Project: Nokf-I % i Page: Engineer: ,CST Date:Q Design of : Shear Walls Framing Panel Shear Walls Load/ft (Ib/ft) Lateral Load Resistive Wall Lenqth A35 Attachment Sill Attachment Length Length WallObs) fm fm Im .A,R........... ........... 3857 .......... ........�:.75........ .......... 7;75 7.75 ..A.,.1............. ........... 8678 .......... ........8:75 ........ .......... :7 .......... ........... 8.J.5 ..... B4309 ...................................... . ......................1.......................1.1..........................1.1............ .392 ...................... 3........................3X..................2.:48................4:7...............1 C ................................................................................................................................................... 4309 11 11 11 D,.R.....................3857...................7:5....................7 ................ 3:6............... :5....................... 7...5 .......... .D.1.......................8678..................10.:5................. 3X...................1....17 ................2:2................0.54....... �.�:5...................10:5......., .1 ......................... 2948..................7:75................7:75...................7 3X................._2:55................4:9...............1..1.8....... :75........ ........ 2 .............................. 09 43 ...................... .6...................... 16 .................................... 16 3, R......................3857.....................1....................... ...321 .......................3....................... 1......................... 1........... .3,.1.......................6636....................20......................20.........................20........... ....332 ......................3....................... ................................3857.................... :4.9................5.6 36......................36.........................36:.......: ....1.07......................6.......................2X..................6.:0.0...............1.7.:3.............4.:20....... 4..1 ........................7298.................... �0......................�0.........................�0........... ...__5 .........................4536----- 19 19 19 Load/ft (Ib/ft) Edge Nail 1/2" Dia. Sill Plate A.B. Spac size im Sill Nailing in A35 Clip Spacing fin 498......................2.......................3X.....................1.:95 3.7 0.90 ......................... ..........2/2..................... 3X................... ................................................................ 0.:9.8..............._1.:9...............0.45....... ..... .392 ...................... 3........................3X..................2:48................4:7...............1.:1.5....... .392 ...................... 3........................3X..................2.:48................4:7...............1 :15 ............. 514....................._............................................ 2 3X...:89 ................ 3:6............... o :88.... ....... 8.2.6 .................... 2./.2 .......... 3X...................1....17 ................2:2................0.54....... .380 ...................... 3....................... 3X................._2:55................4:9...............1..1.8....... 269 ......................4....................... 2X.................._3:06................6 :9...............1..67....... ...321 .......................3....................... �X................... �.:57................5:8...............1.:40....... ....332 ......................3....................... 2X................... :4.9................5.6 ...............1.:36....... ....1.07......................6.......................2X..................6.:0.0...............1.7.:3.............4.:20....... 365 ......................3........................ 3X.................. 2:66................5 :1................ 1.:23....... 4 2X 3.45 7.8 1.88 Dbe� NbT )NC UVe s G c 17 12—k'ef 1,2s 1s VerTech Engineering Project: N Q Engineer. Design of : Shear Walls Stability Page: Date: _i Overturning Overall Gravity OT OT Rightinq Net Segment Segment OT Righting Net Length Load Height Moment Moment M/D Length Height MMT MMT M/D Wall Lftl Jft:M (ft lb) Ib fM (ft lb) (ft lb) u ............. .3.......... 150 8 ....................................................................................................................................................................................................................................... .10948.9 567.1875 3796 2.5 8 995a 469 3813 _A,1 .5 ............. 200 12 .................................................................................................................................................................................................................................................... 56530.97 2256.25 11474 4 12 a76o5 1600 11541 ............................. .........1.1.................150..................9...............3878.1.............9075............2783.................0......................0......................o.....................0......................0.......... ............. ............ .......... 1.1 .......... ........ 15 ........ ............ ........... .....3878.1.............9075............2783.................0......................0...........................................0......................0.......... ........., R....................3..................150..................8...........10285:33 ....468:75.........3945................2......................8..................8228.............300.............3979..... D,1..... 6 200 12 ........................................................................................................................................................................................................................................................... 54547.43 3025 9423 5 12 as5s9 2500 9468 ......................................4..................150..................9...........13693 :94........1200............3153.............3.:75.................. 9...............? 2838...........1055............3.1.70..... .2......................16................150..................9...............3878.1.... ....................................................................0..........................................................................0.................................... 19200 1344 0 0 0 0 0 .........3,R...................12................150..................8...............30856 ...................................................................................................................................................................................................... 10800 1761 0 0 0 0 0 3.1....................20................200.................1.2..............79632..........40000..........2182.................0......................0...........................................0......................0.......... ...................36................150..................8...............30856..........97200.............1, 573...............0...................... 0...................... o..................... 0 .......... 4,.1 ......... ......20...... ....200.... ......1.2..... ...... ...... ........... ....... ............................................................................... ..87576.. ..40000.. ..2579.. ........0........ ... ....... _0.... ... .......... 0........ ... ........... .........._0.......... 0....... .............. ......................1.9................150..................9...............40824.......... .......................................................................................................................................................................................................................................................................................................................... ......................................................................................................................................................................................................................................................................................................................... 27075............866...................0....................... 0...................... ...... �..................... .0........ ... ....... 0....................._0.......... .... ... \(0 Shear Wall Design Program VerTech Structural Engineering Project: Nokleby Date: 11/15/01 Location: Typ SW Units (UNO): lbs, in Panel Thickness 15/32 Panel Orientation Short Dimension Across Studs . Nail Type 8d Anchor Bold Diam. 1/2 Stud Spacing 16 in o.c. Spec Grav Of Framing 0.49 Panel Grade C -D, C -C, UBC 21-2, UBC 23-3 Sill Plate Grade Hem -Fir AB in 2X Sill 570 AB in 3X Sill 700 Split Anchorage Reduced Index # Nail Nail Length Diam Embed Cd NDSValue Value 1 10d 3 0.148 1.50 0.84 118 100 2 12d 3.25 0.148 1.75 0.99 118 116 3 16d 3.5 0.162 2.00 1.00 141 141 4 20d 4 0.192 2.50 1.00 170 170 5 30d 4.5 0.207 3.00 1.00 186 186 6 1/4" Screw 0.25 2.00 1.00 220 220 7 3/8" Screw 0.375 3.00 1.00 400 400 8 A35 450 9 A34 365 Shear Wall Design 14 AT i rte AI) Edge Nail Alowable SW Joint Fastening SW Joint Fastening AB Spacing (ft) Load Fastener Cond A Cond B Fastener Cond A Cond B 2X Sill 3X Sill 6 260 2 7.1 0 8 20.8 0 2.92 3.58 4 380 2 4.9 0 8 14.2 0 1.00 2.45 3 490 2 3.8 0 8 11.0 0 0.77 1.90 2 640 2 2.9 0 .8 8.4 0 NG 1.45 44 760 4 3.6 Note 2 8 7.1 Note.2 NG 1.23 33 980 4 2.8 Note 2 9 4.5 Note 2 NG 0.95 22 1280 4 2.1 Note 2 9 3.4 Note 2 NG 0.73 1. Use 3X framing and stagger nailing where panel edges on both sides fall on same member. 2. Condition B fastening is the same as for single sided shear wall with same edge nailing VerTech Engineering Project: N O k e -I 6y Page: Engineer: AZ Date: Design of : Shear Walls Framing Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment ............................... ................................. 1.16 .............................................................................................................................6........................................................... 1/2" Dia. Sill A35 Clip ............................ 3.06 Load Length Length Length Load/ft Edge Nail Sill Plate A.B. Spa c Nailing S acin Walllut 2X 2.57 Iftl u Iib/i� in size 20...............20.................,.......20.......................332...................... in u .......... A.,R........... . 4821 ............................................................................................................................................................ 7.757 fix ............ 7:75 7.75 622 4/2 ..........:............................................................................................................... 3X 1.56 3.0 0.72 .........._A,1 .......................10848 8..75.. 6 8:75 8.75 6.00 1240 2/2 3X 0.78 1.5 0.36 .............8.........................4309..................................... ............. 1.x..........................11 .................................................................................................................2........................4.....................1............... 392 3 3X 2.48 4.7 1.15 ............. .........................4309............................ 239...................... .............................. ............................ ..............:........................ ................... :............ �.�......................._392......................3........................3X...................2:48................4: 7.8 ...............1.:88....... ........................... ......................... _D,R.....................4821...................�.:5..� Z.....�:5.......................�:5....................... 643 3/2 3X 1.51 ...............1.:.1.5....... 2.9 0.70 .....................10848.................. �.:5....................0.:5....................� :5................_ 1033_ .............................................................................................................................................. 2/2 3X 0.94 1.8 0.44 ..............1..........................2948.......... 7.75 7.75 7.75 380 3 3X 2 55 4 9 1 18 ................ ............... ..........4309.....................1.6.._..............16 ............................ ............................... ................................. 1.16 .............................................................................................................................6........................................................... .............................. 269 ............................ .............................. 4 2X ............................ 3.06 ........................... 6.9 ......................... 1.67 ............ 3.,.R R ......................3857.....................1..2 ............12 ....................................................................................................................................................................................................................... 12 321 3 2X 2.57 5.8 1.40 ............ i ........................6636.................... 20...............20.................,.......20.......................332...................... 3 ............ ............ fix ............ ........ :49................5:6............... 1..:36....... ...........!Mi ........... ..... ....._3857....................36......................36.........................36.......................1.07. ..................................................................................................................................................... 6 2X 6.00 17.3 . 4.20 .............4,.?......................._7298....................20. ............��.........................20.............. 365 ....................................................................................................................................................................... 3 3X 2.66 5.1 1.23 ................5..........................4536........................ .................................. 9......................19.........................19...................... ............................ ............................... ............................................................................................................................................................................................................................................................ ................................. 239...................... .............................. ............................ 4....................... ................... ................... :............ 3:45................ ........................... 7.8 ...............1.:88....... ........................... ......................... VerTech Engineering Project: Ok-q, I Engineer: �.?" Design of : Shear Walls Stability Page: Date: t 1 O 1 Overturning Overall Gravity OT OT Righting Net Segment Segment OT kighting Righting Net Length Load Height Moment Moment MQ Length Height MMT MMT M/D WallILS u Lft-IU (ft lb) (lb) (ft) (ft lb) (ft IN .A.,R.......... 3 .150 8 ...................................................................................................................................................................................................................................................... 13685.42 567.1875 4791 2.5 8 t2aar 469 4808 _A,.1................ 5 200 9 ..................................................................................................................................................:................................................................................................ 53000.23 2256.25 10730 4 9 aas32 1600 10798 ............8......................1.1.................150.................. 9............... 3.8.7.81 ...... 9.0.7.5 ....... 2783................ 0...................... 0...........................................0......................0.......... .............................. .........1.1.................150..................9...............38 781.............9075............2783................0......................0...................... o.....................0......................0.......... D,R.......... 3 .150 8 ....................................... 12856 ........................................................................................................................................................................................................... 468.75 4974 2 8 10285 300 5007 .....D.t1........... ............6....... ... ...... 200.... 9....... ........... ....... .... ............................... 51140,57 ....3025.... .............. .......................... .8803.. .5........ ... ...... .9........ ................................................................... 46491... 2500... 8848.. ..............1........................ 4..................150..................9...........13693: 94........1200............3153............3:75.................. 9...................283s..........1055............3.1.70..... 2......................16................150..................9...............38781 .......................................................................................................0...............................................0.................................... 19200 1344 0 0 0 0 0 ........3,R...................12................150.................8 ........................................................................................................................................................................................................................ 30856 10800 1761 0 0 0 0 0 Ii....................20................200................1?..............79632..........40000:.........2182................0...................... �........... ............ ........... ..........0........... .4,R...................36................150..................8........... 30856 ........................................................................................................................................................................0.................................... 97200 -1573 0 0 0 0 ............ ........... 0 ..........4,.1....................20................200................1.2..............87576..........40000..........2579................0....................... 0......................o.....................0......................0.......... ............................. .............................. ......................................................................................................................................................................................................................................................................................................................... .........19................150..................9...............40824..........27075............866................... ......................... .................... :.... ......................... ........................... ............................. ......................... ...................... ........................... ........................... 0......................0..................... ......................... 0......................0.......... ......................... ......................... PROJECT VERTECH ENGINEERING PAGE I q ENGINEER AT DATE I DESIGN OF Draq S L A load/ I-er\9 �- �n -= 24 '�) p I -r I-e,r,9 -Ire, -V ® bpi d Ica.9 9 I-cv -e 1 w CA I I .i .s (,+5'/2 �-+-) (243P1 -� ) +-o -L s +-- Ck cl � P I ev �,� wall i s 45 '/4 P PROJECT VERTECH ENGI20 NEERING PAGE ENGINEER A -T DATE PROJECT --N Mk VERTECH ENGINEERING PAGE ENGINEER— A DATE DESIGN OF La+2r G1 r— LS 3" bear i -q W c4 1 1 Ll,v--, e A M ax 51., eo.,c -= 3-1G'2 16S Max M 4 10A 24F - Vg G L >3 Im pov, w/ 'N' Aio, �WcG(Q YJ 3"X3"'2" cl;,)s 0 C'A Axial Forces I ► X ?j 3 All Members: Max = 3726.2 lbs (M9) Min = -3565 lbs (M5) oJaO All Shear Force Y All Members: Max = 3726.2 lbs (M4) Min = -3252 lbs (M3) \/v G O A,) 2' (0S �i-l037(o-L '2"110 m 3 m 23 24 Bending Moment Z All Members:, 35!05 4024 55$q Max = 5589.3 Ib -ft (M4) Min = -4456 Ib -ft (M2) I/ah"YL M9a r h , 1 A I `f45(o -4oZ4 N tNA PROJECT/^klc. VERTECH ENGINEERING PAGE 2 /� S ENGINEER DATE iIQ I DESIGN OF L G Lg Q' Wall Max 5G (01 1 �>s Mcxx I4-) OL05 E5'/a x 10'/2 2 4�--- -\l S (:7 LS Wall Axial Forces All Members: Max = 2129 lbs (M8) Min = -2129 lbs (M7) Shear Force Y All Members: Max = 2129 lbs (M3) Min -5962 lbs (M10) 2129 ml(X�yA!13 . M4 3 I Sq�Z SgCo? N 2, -S .. . . .................... ................... M .. ....... Bending Moment Z All Members: Max = 3175 lb-ft (M3) Min = -14904.8 lb-ft (M10) kA1 n( 31I5 N13 —1ACOMP (34°1 0 M4 14V S0149 - Rol PROJECT r,,JokrA ENGINEER AT VERTECH ENGINEERING PAGE 19 DATE t Combined Footing Design Program VerTech Engineering Project: Nokelby Residence Load Safety Factor Comments: 5.60 12-7 Location: Grid A Footings 12-8 General Seismic (E) or Wind (W) Design E %Roof Live Load 100 % %Snow Load 0 % Floor Live Load Factor (f1) 0.5 Snow Live Load Factor (f2) 0.7 Seismic Redundancy Factor 1 UBC Table 16-Q (Ca) 0.36 Importance Factor (1) 1 Passive Pressure (Eq. Fluid) 150 pcf Active Pressure (Eq. Fluid) 35 pcf Soil Friction Factor 0.25 Columns & Walls Cnt'r Line Dead Load Description Coord. Length !1121 P M 1 0.00 4.00 6.00 4 0 2 12.00 4.00 6.00 4 0 Footing Left Coordinate: -18.00 Right Coordinate: 14.00 Footing Length: 32.00 Width: 2.00 Depth: 1.50 Soil Pressures and Stability (Allowable Stress) Left Right Pressure Coord. Pressure Coord DL 0.16 -18.00 0:54 14.00 DL+LL 0.15 -18.00 0.58 14.00 Service Loads Per UBC 1612.3.1 (Basic Load Combinations) Max Left Pressure 0.37 -18.00 0.33 14.00 Max Right Pressure 0.00 -16.16 0.74 14.00 Min O.T. S.F. 0.00 -15.13 0.69 14.00 3O Date: ##### Units: Kips & Feet (UNO) Positive: Down & Right Hand Rule Concrete Weight for Bearing Concrete Weight for Overturning Bottom Cover to Rebar CG Top Cover to Rebar CG Bottom Cover to Trans. Rebar CG Top Cover to Trans. Rebar CG Concrete Strength F'c Rebar Yield Strength Fy Light Weight Concrete Shear Factor Live Load Seismic Load P M P M V 1 0 0 44.6 4 1 0 0 44.6 4 Overturning Load Safety Factor Case 5.60 12-7 5.20 12-8 68.79 12-9-b 2.69 12 -9=b -b 2.54 12-10 Service Loads Per UBC 1612.3.2 (Decreased 75%) (Alternate Load Combinations) Max Left Pressure 0.27 -18.00 0.25 14.00 68.79 12-13-b Max Right Pressure 0.00 -16.16. 0.56 14.00 2.69 12 -13 -b -b Min O.T. S.F. 0.12 -18.00 0.40 14.00 2.69 12-14-a Specific Case Results Load Left Right O.T. Case Pressure Coord Pressure Coord S.F. DL+/ -E/1.4 0.37 -18.00 0.33 14.00 68.79 150 pcf 150 pcf 4.5 in 4.5 in 3.5 in 3.5 in 2.50 ksi 40.00 ksi 1.00 Soil Retaining Load P M V 2 Project: Nokelby Residence Comments: Load Case: Location: Grid A Footings 1612-12:.75(D+L+(Lr or S)) Footing Design 1612-13:.75(D+L+(W or E/1.4)) LAllowable Stress Design (Loads Per UBC 1912.3.2) 1612-14:.75(D+L+W+S/2)1612-15:.75(D+L+S+W/2) 1612-16:.75(D+L+S+E/1.4) Reactions and Reinforcement Bottom Top Punching AsTop ASSOT Av ASTRANS ASTRANs vu/phi Location Face Coord. MTOP (int) MBOT (int) v (int/ft) (in2)(in) (ksi) 1 Left -2.00 -26 1.30 26 1.31 3 0.00 0.07 0.04 0.00T- 1 Right 2.00 -11 0.72 8 0.55 -4 0.00 0.07 0.04 0.003 2 Left 10.00 -26 1.32 21 1.08 2 0.00 0.07 0.04 N/A 2 Right 14.00 0 0.00 0 0.00 0 0.00 0.07 0.04 N/A ' Left ' Right ' Left ' Right ' Left ' Right ' Left ' Right ' Left ' Right ' Left ' Right ' Left ' Right ' Left ' Right ' Left ' Right ' Left ' Right ' Left ' Right ' Left ' Right ' Left ' Right P1 P2 - P3 - P4 Location Face Coord. MTOP ASTOP MBOT AseoT v (in2) (int) Ass,OE= 0.00 (inZ/ft) Note: 'C' means that compression controls. Av ASTRANS ASTRANS Punching (inZ/ft) Bottom Top vu/phi (in2) (in2) (ksi) 32 Gluelam Beam Properties VerTech Engineering Fbtt (psi) Fv (psi) 24FV4 2400 190 B (in) D (in), A (in ^2) 1 (in ^4) S (in ^3) M (ft -Ib) V (Ib) 5 1/8 9 46 311 69 13838 5843 51/8 10.5 54 494 94 18834 6816 51/8 12 62 738 123 24600 7790 51/8 13.5 69 1051 156 31134 8764 51/8 15 77 1441 192 38438 9738 5 1/8 16.5 85 1919 233 46509 10711 51/8 18 92 2491 277 55350 11685 51/8 19.5 100 3167 325 64959 12659 51/8 21 108 3955 377 75338 13633 5 1/8 22.5 115 4865 432 86484 14606 51/8 24 123 5904 492 98400 15580 51/8 25.5 131 7082 555 111084 16554 51/8 27 138 8406 623 124538 17528 51/8 28.5 146 9887 694 138759 18501 5118 30 154 11531 769 153750 19475 63/4 9 61 410 91 18225 7695 63/4 10.5 71 651 124 24806 8978 63/4 12 81 972 162 32400 10260 63/4 13.5 91 1384 205 41006 11543 63/4 15 101 1898 253 50625 12825 63/4 16.5 111 2527 306 61256 14108 63/4 18 122 3281 365 72900 15390 63/4 19.5 132 4171 428 85556 16673 63/4 21 142 5209 496 99225 17955 63/4 22.5 152 6407 570 113906 19238 63/4 24 162 7776 648 129600 20520 63/4 25.5 172 9327 732 146306 21803 63/4 27 182 11072 820 164025 23085 63/4 28.5 192 13021 914 182756 24368 63/4 30 203 15188 1013 202500 25650 MicroLams Fb= 2600 psi Fv= 285 psi B H A I S M V 1.75 9.25 16.2 115.4 25.0 5407.1 3075.6 1.75 11.875 20.8 244.2 41.1 8911.4 3948.4 1.75 14 24.5 400.2 57.2 12386.1 4655.0 1.75 16 28.0 597.3 74.7 16177.8 5320.0 1.75 18 31.5 850.5 .94.5 20475.0 5985.0 Note V = 2/3'A*Fv, M = Fb'S 3- Gluelam Beam Properties VerTech Engineering Fbtt (psi) Fv (psi) 24FV4 2400 190 B (in) D (in) A (in ^2) 1 (in ^4) S (in ^3) M (ft -Ib) V (Ib) 5 1/8 9 46 311 69 13838 5843 51/8 10.5 54 494 94 18834 6816 51/8 12 62 738 123 24600 7790 5 1/8 13.5 69 1051 156 31134 8764 5 1/8 15 77 1441 192 38438 9738 51/8 16.5 85 1919 233 .46509 10711 51/8 18 92 2491 277 55350 11685 51/8 19.5 100 3167 325 64959 12659 51/8 21 108 3955 377 75338 13633 51/8 22.5 115 4865 432 86484 14606 51/8 24 123 5904 492 98400 15580 5 1/8 25.5 131 7082 555 111084 16554 51/8 27 138 8406 623 124538 17528 51/8 28.5 146 9887 694 138759 18501 51/8 30 154 11531 769 153750 19475 63/4 9 61 410 91 18225 7695 63/4 10.5 71 651 124 24806, 8978 63/4 12 81 972 162 32400 10260 63/4 13.5 91 1384 205 41006 11543 63/4 15 101 1898 253 50625 12825 63/4 16.5 111 2527 306 61256 141.08 63/4 18 122 3281 365 72900 15390 63/4 19.5 132 4171 428 85556 16673 63/4 21 142 5209 496 99225 17955 63/4 22.5 152 6407 570 113906 19238 63/4 24 162 7776 648 129600 20520 63/4 25.5 172 9327 732 146306 21803 63/4 27 182 11072 820 164025 23085 63/4 28.5 192 13021 914 182756 24368 63/4 30 203 15188 1013 202500 25650 MicroLams Fb= 2600 psi Fv= 285 psi B H A I S M V 1.75 9.25 16.2 115.4 25.0 5407.1 3075.6 1.75 11.875 20.8 244.2 41.1 8911.4 3948.4 1.75 14 24.5 400.2 57.2 12386.1 4655.0 1.75 16 28.0 597.3 74.7 16177.8 5320.0 1.75 18 31.5 850.5 94.5 20475.0 5985.0 Note V = 2/3*A*Fv, M = Fb*S PROJECT ENGINEER AT DESIGN OF C7 rG V VERTECH ENGINEERING beGm 5) PAGE DATE 1 .... m Wt. PROJECT 1V o 21 ENGINEER AT DESIGN OF Gr&,J VERTECH ENGINEERING bec2rn S PAGE 3 - DATE b, D PROJECT /� ENGINEER AT VERTTECH ENGINEERING DESIGN OF Gr Gv ( bc.ow, s PAGE 3 Co DATE O /,V\ = 1615 Ib �I�f V = 44x1 16 E-= 5zx10lo n oo0102 x 1�Co�► �. C.. 1� 8 ,�, 62 - 2 nj wck vvia 4 C)0 -F EI = 184 x 4X 12 looc V = 412.51 Ell = 100-2 x iol- 16 - i r- 2 �r (34 5046 LL -,99O.Ib v kcj PROJECTO ^ 1 VERTECH ENGINEERING PAGE 3 ENGINEER /"�� DATE (� O DESIGN OF G o v i +,,/ (beams) d5 - Z.r�ci Floor (-ji r der L -7=: q V = 2(o►31b E.T= 25SX101' 3 Y2 x 2nd F ioo'r G\\x-8cr- L= q, �/ = 24-45 1 V e ---L = 2 1-� x 10'° Ib -gin 2 Z/2 x of L\1 L. or ��- - 2nd S+a; r G► r d-zr L= a `fin b = 3 I ooh' M= 1200 TA --Ib Nlv/ = Co00 I k, FIT= 41,A 1O�' + x (o o, I -7 Lel L B5 _ 2nC1 Si Gir Gic8c-r L= q 4' 1/B -I- = 12016 DL INS = IgGI-(-�-16 Co 30 16 PROJECT VERTECH ENGINEERING ENGINEER AT DESIGN OF GrGv i +y C oe ayr s) e.? 4 PAGE -.4 v DATE 1 O 8q Gof- ag U H co A cx- L i Q \,o — �. � r oo � 10b G o,x--a.qp ' [Doo M = 4 .112 f'4- li6 16= 2 roo �r-00, g 2- Cie,; 12 a +ex.s L= r = 2 v oc� (see a S vv�odc- 2Y,►O e, 24" OIC_. 41 Beam Sizer Design Program VerTech Engineering Project: Nokelby Residence Date: 11/9/2001 Location: B1 ❑ valley Beam Slope of roof 0 :12 Select Beam Width 1.5 in Dead Load 10 psfElRound Member Live Load 40 sf p DF -L #2 Dimensional ❑ Honz. Member TULL Defl. Criteria (U) 240 360 Fb' 894 psi Length of Beam 13.5 ft Fv' 95 psi Width tributary to beam: 1.33 ft Unbraced Length 1 ft Height Required 9.0 in CD 1.00 CF 1.00 A Req'd 7 in^2 CM 1.00 Cv 1.00 S Req'd 20 in^3 Ct 1.00 Cfu 1.00 1 Req'd 46 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 0.99 Fbe= 7071 le= 2.1 RB= 10.0 Fb"= 900 Total Uniform Load 67 plf Mmax 1515 ft -Ib Vmax 449 Ib ❑ Shear at d from face? EI Req'd 88 '10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Nokelby Residence Date: 11/9/2001 Location: B2 Slope of roof Dead Load Live Load TULL Defl. Criteria (L/) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc Cl- 1.00 Fbe= 34275 RB= 4.5 Total Uniform Load Mmax Vmax EI Req'd 4N 1.00 le= 2.1 Fb*= 900 443 plf 4485 ft -Ib 1994 Ib El Shear at d from.face? 184 *10^6 #-in^2 ❑ valley Beam 0 :12 Select Beam Width 3.5 in 70 psf[IRound Member 373 psf FDF -L #2 Dimensional � ❑� Horiz. Member 240 360 Fb' 899 psi 9 ft Fv' 95 psi 1 f 1 ft Height Required 10.1 in 1.00 A Req'd 31 in^2 1.00 S Req'd 60 in^3 1.00 1 Req'd 91 in^4 1.00 Controlling Design Bending 1.00 le= 2.1 Fb*= 900 443 plf 4485 ft -Ib 1994 Ib El Shear at d from.face? 184 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Nokelby Residence Date: 11/9/2001 Location: B3 Slope of roof Dead Load Live Load TL/LL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CI- 1.00 Fbe= 87176 RB= 3.1 Total Uniform Load Mmax Vmax EI Req'd 0 :12 10 psf 40 psf 240 360 15 ft 11 ft 1 f 1.00 1.00 1.00 1.00 1.00 Select Beam Width Microlam Fb' Fv' Height Required A Req'd S Req'd. I Req'd Controlling Design le= 2.1 Fb'= 2600 550 plf 15469 ft -Ib 4125 Ib ❑ Shear at d from face? 1002 '10^6 #-in^2 43 ❑ valley Beam 5.25 in ❑ Round Member Q Horiz. Member 2596 psi 285 psi 10.6 in 22 in^2 72 in^3 440 in^4 LL Deflection VisualAnalysis 3.11.c Report Project: Nokelby - B4 File: C:\_Projects\Residential\NokelbyB4.VAP Engineer: AJ Default Units: Feet, Pounds, Degrees, °Fahrenheit, Seconds. Member Internal Forces Member Load Case Offset Fx FY Mz ft lbs lbs lb -ft M1 DL+LL 0.0000 0.0000 2589.55 0.0000 " 2.4444 0.0000 2039.55 5657.54 4.8889 0.0000 1489.55 9970.77 " 7.3333 0.0000 939.55 12939.70 9.7778 0.0000 389.55 14564.31 " 12.2222 0.0000 -160.45 14844.31 " 14.6667 0.0000 -710.45 13779.70 " 17.1111 0.0000 -1260.45 11370.77 " 19.5556 0.0000 -2440.45 6637.54 " 22.0000 0.0000 -2990.45 0.0000 a Beam. Sizer Design Program VerTech Engineering.. Project: Nokelby Residence Date: 11/9/2001 Location: B5 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM, 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 53442 RB= 3.9 Total Uniform Load Mmax Vmax EI Req'd 0A2 10 psf 40 psf 240 360 9.5 ft 11 ft 1 f 1.00 1.00 1.00 1.00 1.00 ❑ valley Beam Select Beam Width 3.5 in [Microlam - ❑ Round Member ❑ Horiz. Member Fb' 2593 psi Fv' 285 psi Height Required A Req'd S Req'd I Req'd Controlling Design le= 2.1 Fb*= 2600 550 plf 6205 ft -Ib 2613 Ib ❑ Shear at d from face? 255 *10^6 #-in^2 7.7 in 14 in^2 29 in^3 112 in^4 LL Deflection Beam Sizer Design Program VerTech Engineering Project: Nokelby Residence Date: 11/9/2001 Location: B6 Slope of roof Dead Load Live Load TL/LL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 56411 RB= 3.8 Total Uniform Load Mmax vmax EI Req'd 0 :12 10 psf 40 psf 240 360 9 f 11 ft 1 f 1.00 1.00 1.00 1.00 1.00 200 ❑ valley Beam Select Beam Width 3.5 in Fmicrolam El Round Member _ I❑ Horiz. Member Fb' 2594 psi Fv' 285 psi Height Required A Req'd S Req'd I Req'd Controlling Design le= 2.1 Fb*= 2600 550 plf 5569 ft -Ib 2475 Ib ❑ Shear at d from face? 217 *10^6 #-in^2 7.3 in 13 in^2 26 in^3 95 in^4 LL Deflection 4� Beam Sizer Design Program VerTech Engineering Project: Nokelby Residence Location: B7 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CID 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 66287 RB= 3.3 Total Uniform Load Mmax Vmax EI Req'd Date: 11/9/2001 1.00 le= 2.1 Fb*= 900 150 plf 1200 ft -Ib 600 Ib ❑ Shear at d from face? 41 *10^6 #-in^2 ❑ valley Beam 0 :12 Select Beam Width 3.5 in 10 psf [:] Round Member 40 psf I I DF -L #2 Dimensional I I Horiz. Member 240 360 Fb' 899 psi 8 ft Fv' 95 psi 3 f 1 ft Height Required 5.2 in 1.00 A Req'd 9 in^2 1.00 S Req'd 16 in A3 1.00 1 Req'd 22 in^4 1.00 Controlling Design Bending 1.00 le= 2.1 Fb*= 900 150 plf 1200 ft -Ib 600 Ib ❑ Shear at d from face? 41 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering . Project: Nokelby Residence Date: 11/9/2001 Location: B7 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CI_ 0.99 Fbe= 19418 . RB= 6.5 Total Uniform Load Mmax Vmax EI Req'd 0 :12 10 psf 40 psf 240 360 8 f 3 f 1 f 1.00 1.00 1.00 1.00 1.00 wul U-0 ❑ Valley Beam Select Beam Width 1.75 in Microlam ❑ Round Member _ I ❑✓ Horiz. Member Fb' 2580 psi Fv' 285 psi Height Required A Req'd S Req'd I Req'd Controlling Design le= 2.1 Fb*= 2600 150 plf 1200 ft -lb 600 Ib ❑ Shear at d from face? 41 *10^6 #-in^2 5.3 in 3 in^2 6 in^3 18 in^4 LL Deflection VisualAnalysis 3.11.c Report Project: Nokelby File: Untitled.Vap Engineer: AJ Default Units: Feet, Pounds, Degrees, °Fahrenheit, Seconds. Member Internal Forces Member Load Case Offset Fx Fy Mz ft lbs lbs lb -ft M1 DL + LL 0.0000 0.0000 630.33 0.0000 " 1.0000 0.0000 564.33 597.32 " 2.000.0 0.0000 498.33 1128.65 " 3.0000 0.0000 432.33 1593.99 " 4.0000 0.0000 -167.00 1990.66 " 5.0000 0.0000 -299.67 1726.66 " 6.0000 0.0000 -365.67 1393.99 " 7.0000 0.0000 -431.67 995.32 " 8.0000 0.0000 -497.67 530.66 " 9.0000 0.0000 -563.67 0.0000 Bb 13A x 94 LVL M MAP] 50 Beam Sizer Design Program VerTech Engineering Project: Nokelby Location: Garage Header B9 Slope of roof Dead Load 0 :12 Live Load Width 5.25 in TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length 11 Round Member CD 1.25 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.98 Fbe= 13254 le= RB= 8.1 Fb*= Total Uniform Load 8.3 in Mmax A Req'd Vmax 1.00 EI Req'd 55 in^3 Date: 3/21/2002 ❑ Valley Beam 0 :12 Select Beam Width 5.25 in 26 pSf 11 Round Member 56sf P PSL � Horiz. Member 240 360 Fb' 2900 psi 10 ft Fv' 356 psi 13 ft 10 ft Height Required 8.3 in 1.00 A Req'd 22 in^2 1.00 S Req'd 55 in^3 1.00 1 Req'd 240 in^4 1.00 Controlling Design LL Deflection 1.00 18.4 3625 1066 plf 13325 ft -Ib 5330 Ib ❑ Shear at d from face? 491 *10^6 #-in^2 s� Beam Sizer Design Program VerTech Engineering Project: Nokelby Date: 3/21/2002 Location: Garage Header B10 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 5.25 in Dead Load 26 psf 1:1 Round Member Live Load PSS 56 psf I _ I Honz. Member TL/LL Defl. Criteria (Ln 240 360 Fb' 2869 psi Length of Beam 16 ft Fv' 333 psi Width tributary to beam: 13 ft Unbraced Length 16 ft Height Required 13.2 in CID 1.25 CF 0.99 A Req'd 38 in^2 CM 1.00 Cv 0.97 S Req'd 143 in^3 Ct 1.00 Cfu 1.00 1 Req'd 982 in14 Cf 1.00 Cr 1.00 Controlling Design LL Deflection CH 1.00 Cc 1.00 CL 0.92 Fbe= 5177 le= 29.4 RB= 13.0 Fb"= 3587 Total Uniform Load 1066 plf Mmax 34112 ft -Ib Vmax 8528 Ib ❑ Shear at d from face? EI Req'd 2013 `10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Nokelby Residence Date: 11/9/2001 Location: B11 Slope of roof Dead Load Live Load TL/LL Defl: Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 10782 RB= 8.1 Total Uniform Load Mmax Vmax EI Req'd 52 1.00 le= 2.1 Fb'= 900 82 plf 653 ft -Ib 327 Ib ❑ Shear at d from face? 32 '10^6 #-in^2 ❑ valley Beam 10 :12 Select Beam Width 1.5 in 16 psf EJ Round Member 20 p Sf Dimensional � ❑ Horiz. Member 240 360 Fb' 896 psi 8 ft Fv' 95 psi 2 f 1 ft Height Required 5.9 in 1.00 A Req'd 5 in^2 1.00 S Req'd 9 in^3 1.00 1 Req'd 20 in^4 1.00 Controlling Design Bending 1.00 le= 2.1 Fb'= 900 82 plf 653 ft -Ib 327 Ib ❑ Shear at d from face? 32 '10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Nokelby Residence Date: 11/9/2001 Location: B12 Slope of roof Dead Load 10 :12 Live Load Width 1.5 in TULL Defl. Criteria (U) Length of Beam 20 Sf p Width tributary to beam: Unbraced Length Fb' CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 6149 RB= 10.7 Total Uniform Load Mmax 107 in^4 Vmax Controlling Design EI Req'd 53 ON le= 2.1 Fb'= 900 82 plf 2001 ft -Ib 572 Ib ❑ Shear at d from face? 171 '10^6 #-in^2 ❑ valley Beam 10 :12 Select Beam Width 1.5 in 16 psf❑ Round Member 20 Sf p DF -L #2 Dimensional � ❑ Horiz. Member 240 360 Fb' 892 psi 14 ft Fv' 95 psi 2 f 1 ft Height Required 10.4 in 1.00 A Req'd 9 in^2 1.00 S Req'd 27 in^3 1.00 1 Req'd 107 in^4 1.00 Controlling Design Bending ON le= 2.1 Fb'= 900 82 plf 2001 ft -Ib 572 Ib ❑ Shear at d from face? 171 '10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Nokelby Residence Location: B13 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00. Cfu Cf 1.00 Cr CH 1.00 Cc Ci- 0.98 Fbe= 9701 le= RB= 9.3 Fb*= Total Uniform Load Mmax Vmax EI Req'd Date: 11/9/2001 2.1 2600 6T plf 3666 ft -Ib 698 Ib ❑ Shear at d from face? 333 *10^6 #-in^2 S _- ❑ valley Beam 0 :12 Select Beam Width 1.75 in 10 psf ❑ Round Member 40 psf Microlam ❑ Horiz. Member 240 360 Fb' 2554 psi 21 ft Fv' 285 psi 1.33 ft 1 ft Height Required 10.6 in 1.00 A Req'd 4 W,2 1.00 S Req'd 17 in^3 1.00 1 Req'd 146 in^4 1.00 Controlling Design LL Deflection 1.00, 2.1 2600 6T plf 3666 ft -Ib 698 Ib ❑ Shear at d from face? 333 *10^6 #-in^2 S _- 55 Beam Sizer Design. Program VerTech Engineering Project: Nokelby Residence Date: 11/9/2001 Location: B14 ❑ valley Beam Slope of roof 0 :12 Select Beam Width 7 in Dead Load 10 psf - ❑ Round Member Live Load 40 p sf Microlam ❑ Horiz. Member TL/LL Defl. Criteria (U) 240 360 Fb' 2425 psi Length of Beam 18 ft Fv' 285 psi Width tributary to beam: 18 ft Unbraced Length 1 ft Height Required 13.7 in CD 1.00 CF 1.00 A.Req'd 43 in^2 CM 1.00 Cv 0.93 S Req'd 180 in^3 Ct 1.00 Cfu 1.00 1 Req'd 1243 in^4 Cf 1.00 Cr 1.00 Controlling Design LL Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 120628 le= 2.1 RB= 2.6 Fb*= 2600 Total Uniform Load 900 plf Mmax 36450 ft -Ib Vmax 8100 Ib ❑ Shear at d from face? EI Req'd 2834 *10^6 #-in^2 M Beam Sizer Design Program VerTech Engineering Project: Nokelby Residence Date: 11/9/2001 Location: B15 ❑ valley Beam Slope of roof 10 :12 Select Beam Width 5.5 in Dead Load 16 psf —� ❑ Round Member Live Load 20 psf DF -L (N) #2 Q Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 874 psi Length of Beam 9 ft Fv' 85 psi Width tributary to beam: 7 ft Unbraced Length 2 ft Height Required 6.6 in CD 1.00 CF 1.00 A Req'd 23 in^2 CM 1.00 Cv 1.00 S Req'd 40 in^3 Ct 1.00 Cfu 1.00 1 Req'd 59 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 Fbe= 65146 le= 4.1 RB= 3.3 Fb*= 875 Total Uniform Load 286 plf Mmax 2894 ft -Ib Vmax 1286 Ib ❑ Shear at d from face? EI Req'd 94 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Nokelby Residence Date: 11/9/2001 Location: B16 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 37871 RB= 4.3 Total Uniform Load Mmax Vmax EI Req'd 5? 1.00 le= 4.1 Fb`= 900 204 plf 919 ft -Ib 612 Ib ❑ Shear at d from face? 20 '10^6 #-in^2 ❑ valley Beam 10 :12 Select Beam Width 3.5 in 16 psf ❑ Round Member 20 psf DF -L #2 Dimensional I Honz. Member 240 360 Fb' 899 psi 6 ft Fv' 95 psi 5 f 2 ft Height Required 4.6 in 1.00 A Req'd 10 in^2 1.00 S Req'd 12 in^3 1.00 1 Req'd 12 in^4 1.00 Controlling Design Bending 1.00 le= 4.1 Fb`= 900 204 plf 919 ft -Ib 612 Ib ❑ Shear at d from face? 20 '10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Nokelby Residence Date: 11/9/2001 Location: B17 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH .1.00 Cc CL 1.00 Fbe= 27562 RB= 5.0 Total Uniform Load Mmax Vmax EI Req'd 1.00 le= 2.7 Fb*= 900 490 plf 3920 ft -Ib 1960 Ib ❑ Shear at d from face? 145 *10^6 #-in^2 ❑ valley Beam 0 :12 Select Beam Width 3.5 in 10 psf ❑ Round Member 60 psf DF -L #2 Dimensional � Horiz. Member 240 360 Fb' 898 psi 8 ft Fv' 95 psi 7 f 1.33 ft Height Required 9.5 in 1.00 A Req'd 31 in^2 1.00 S Req'd 52 in^3 1.00 1 Req'd 71 in^4 1.00 Controlling Design Bending 1.00 le= 2.7 Fb*= 900 490 plf 3920 ft -Ib 1960 Ib ❑ Shear at d from face? 145 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Nokelby Residence Date: 11/9/2001 Location: B18 Slope of roof Dead Load Live Load TL/LL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 8498 RB= 9.1 Total Uniform Load Mmax Vmax EI Req'd 0 :12 10 psf 60 psf 240 360 9.5 ft 1.33 ft 1 f 1.00 1.00 1.00 1.00 1.00 5 9 ❑ valley Beam Select Beam Width 1.5 in DF -L #2 Dimensional ❑ Round Member Horiz. Member Fb' 895 psi Fv' 95 psi Height Required A Req'd S Req'd I Req'd Controlling Design le= 2.1 Fb*= 900 93 plf 1050 ft -Ib 442 Ib ❑ Shear at d from face? 46 *10^6 #-in^2 7.5 in 7 in^2 14 in^3 22 in^4 Bending `,0 C) Beam Sizer Design Program VerTech Engineering Project: Nokelby Residence Date: 11/13/2001 Location: B19 ❑ valley Beam Slope of roof 0 :12 Select Beam Width 1.5 in Dead Load 10 psf El Member Live Load 40 psf DFL #2 Dimensional ❑� Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 897 psi Length of Beam 7.5 ft Fv' 95 psi Width tributary to beam: 1.33 ft Unbraced Length 1 ft Height Required 5.0 in CD 1.00 CF 1.00 A Req'd 4 in^2 CM 1.00 Cv 1.00 S Req'd 6 in^3 Ct 1.00 Cfu 1.00 1 Req'd 8 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 Fbe= 12749 le= 2.1 RB= 7.4 Fb"= 900 Total Uniform Load 67 plf Mmax 468 ft -Ib Vmax 249 Ib ❑ Shear at d from face? EI Req'd 15 '10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Nokelby Residence Location: B20 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 49682 RB= 3.8 Total Uniform Load Mmax Vmax EI Req'd Date: 11/13/2001 1.00 le= 2.1 Fb"= 900 375 plf 2136 ft -Ib 1266 Ib ❑ Shear at d from face? 62 `10^6 #-in^2 ❑ valley Beam 0 :12 Select Beam Width 3.5 in 10 psf ❑ Round Member 40 psf Dimensional � ❑✓ Horiz. Member 240 360 Fb' 899 psi 6.75 ft Fv' 95 psi 7.5 ft 1 ft Height Required 7.0 in 1.00 A Req'd 20 in^2 1.00 S Req'd 29 in^3 1.00 1 Req'd 32 in^4 1.00 Controlling Design Bending 1.00 le= 2.1 Fb"= 900 375 plf 2136 ft -Ib 1266 Ib ❑ Shear at d from face? 62 `10^6 #-in^2 ('02- Timber '02 Timber Beam Section Properties VerTech Engineering Fb Fv Douglas Fir Larch #2 900 95 Dimensional (for 4X or thinner member) Fb Fv Douglas Fir Larch #1 1350 85 Beams and Stringers M=Fb'S, V=2/3'A'Fv B (in) H (in) A (in ^2) 1 (in ^4) S (in ^3) M (ft -Ib) V (lb) 2X4 1.5 3.5 5.25 5.36 3.06 345 333 2X6 1.5 5.5 8.25 20.80 7.56 737 523 2X8 1.5 7.25 10.88 47.63 13.14 1183 689 2X10 1.5 9.25 13.88 98.93 21.39 1765 879 2X12 1.5 11.25 16.88 177.98 31.64 2373 1069 2X14 1.5 13.25 19.88 290.78 43.89 2963 1259 4X6 3.5 5.5 19.25 48.53 17.65 1720 1219 4X8 3.5 7.25 25.38 111.15 30.66 2989 1607 4X10 3.5 9.25 32.38 230.84 49.91 4492 2050 4X12 3.5 11.25 39.38 415.28 73.83 6091 2494 4X14 3:5 13.25 46.38 678.48 102.41 7681 2937 4x16 3.5 15.25 53.38 1034:42 135.66 10175 3380 6X6 5.5 5.5 30.25 76.26 27.73 3120 1714 6X8 5.5 7.5 41.25 193.36 51.56 5801 2338 6X10 5.5 9.5 52.25 392.96 82.73 9307 2961 6X12 5.5 11.5 63.25 697.07 121.23 13638 3584 6X14 5.5 13.5 74.25 1127.67 167.06 18475 4208 6X16 5.5 15.5 85.25, 1706.78 220.23 23996 4831 8X8 7.5 7.5 56.25 263.67 70.31 7910 3188 8X10 7.5 9.5 71.25 535.86 112.81 12691 4038 8X12 7.5 11.5 86.25 950.55 165.31 18598 4888, 8X14 7.5 13.5 101.25 1537.73 227.81 25194 5738 8X16 7.5 15.5 116.25 2327.42 300.31 32722 6588 8X18 7.5 17.5 131.25 3349.61 382.81 41169 7438 8X20 7.5 19.5 146.25 4634.30 475.31 50522 8288 10X10 9.5 9.5 90.25 678.76 142.90 16076 5114 10X12 9.5 11.5 109.25 1204.03 209.40 23557 6191 10X14 9.5 13.5 128.25 1947.80 288.56 31912 7268 1,0X16 9.5 15.5 147.25 2948.07 380.40 41448 8344 10X18 9.5 17.5 166.25 4242.84 484.90 52148 9421 10X20 9.5 19.5 185.25 5870.11 602.06 63995 10498 10X22 9.5 21.5 204.25 7867.88 731.90 76976 11574 12X12 11.5 11.5 132.25 1457.51 253.48 28516 7494 12X14 11.5 13.5 155.25 2357.86 349.31 38630 8798 12X16 11.5 15.5 178.25 3568.71 460.48 50174 10101 12X18 11.5 17.5 201.25 5136.07 586.98 63126 11404 12X20 11.5 19.5 224.25 7105.92 728.81 77467 12708 12X22 11.5 21.5 247.25 9524.28 885.98 93181. 14011 12X24 11.5 23.5 270.25 12437.13 1058.48 110252 15314 12X26 11.5 25.5 293.25 15890.48 1246.31 128668 16618 12X28 11.5 27.5 316.25 19930.34 1449.48 148415 17921 12X30 11.5 29.5 339.25 24602.69 1667.98 169484 19224 12X32 11.5 31.5 362.25 29953.55 1901.81 191863 20528 PROJECT K-cI VERTECH ENGINEERING PAGE (o3ENGINEER AJ DATE I O DESIGN OF Grdv GI- Va3=412516 LL4 F2.5 G2 - vs3 + Vg8 -=► 412516 -'- (a30\6 = 45516 Lu = q` 4 F2.5 C3 - x/82= Igg4.1b Lu = G F I.5 c4 - Ve-1 = c�oolb >_ -cl' 84 - v55 299 o 1 b (o0311 Lq 9-)((,o F2,S c.co — �,4 34 = 2q 9 o I b L(,t = 9 4X4 1✓2 c 2 16 = 2 5 -1216 L = a1 4-x 4- F 2 4. \JS 15 = I q X0016 4- 324( a) 6 L u F-2 c� q L u q ' CQ, x_Go FS. - k f 11 LY PROJECT 0 /� - �- ENGINEER /- VERTECH ENGINEERING PAGE V 1+ DATE (� S Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 829 10156 15960 21763. 27567 33370 6 0.73 733 8975 14104 19232 24361 29490 7 0.63 625 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 13734 17396 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31 310 .3794 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 2795 4392 5988 7585 9182 14 0.20 199 2432 3821 5211 6600 7990 15 - 0.17 174 2133 3352 4571 5790 7009 16 0.15 154 1885 2963 4040 5117 6.195 17 0.14 137 1678 2636 3595 4553 5512 18 0.12 123 1502 2360 3218 4077 4935 19 0.11 110 1352 2125 2897 3670 4443 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91 1112 1748 2383 3018 3654 22 0.08 83 1015 1595 2175 2755 3335 23 0.08 76 930 1462 1993 2525 3057. 24 0.07 70 856 1344 1833 2322 2811 25 0.06 64 789 1241 1692 2143 2594 26 0.06 60 731 1148 1566 1983 2401 27 0.06 55 678 1066 1453 1841 2228 28 0.05 52 631 9.92 1352 1713 2074 29 0.05 48 589 925 1262 1598 1935 30 0.04 45 551 865 1180 1494 1809 Timber Column Design Values Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 Fc E d KCE c 1000 1600000 5.5 0.3 0.8 Stability Reduction Column Capacity (lbs) le (ft) Cp Fc' (psi) 6X6 6X8 6X10 5 0.94 943 28511 38879 49247 6 0.91 912 27586 37618 47649 7 0.87 872 26373 35963 45553 8 0.82 821 24841 33874 42908 9 0.76 761 23015 31384 39753 10 0.69 694 20989 28621 36253 11 0.63 625 18906 25781 32656 12 0.56 559 16902 23048 29194 13 0.50 498 15061 20538 26015 14 0.44 444 13421 18302 23183 15 0.40 396 11984 16342 20700 16 0.35 355 10734 14637 18541 17 0.32 319 9650 13159 16669 18 0.29 288 8710 11877 15044 19 0.26 261 7892 10762 13632 20 0.24 237 7179 9789 12400 21 0.22 217 6554 8937 11321 22 0.20 199 6005 8188 10372 23 0.18 182 5520 7527 9534 24 0.17 168 5090 6940 8791 . 25 0.16 156 4707 6418 8130 26 0.14 144 4365 5952 7539 27 0.13 134 4058 5534 7010 28 0.13 125 3782 5158 6533 29 0.12 117 3533 4818 6103 30 0.11 109 3308 4511 5714 6X12 59614 57681 55143 51941 48122 43886 39531 35340 31492 28063 25057 22444 20178 18212 16502 15010 13704 12555 11541 10642 9842 .9127 8486 7909 7388 6917 Timber Column Design Values Per NDS 3.7 VerTech Engineering 8X8 DF-L(N) #1 Fc E d 1000 1600000 7.5 Stabilitv Reduction le (ft) Cp Fc' (psi) 5 0.97 971 6 0.96 957 7 0.94 939 8 0.92 917 9 0.89 889 10 0.86 856 11 0.82 817 12 0.77 774 13 0.73 726 14 0.68 675 15 0.63 625 16 0.58 576 17 0.53 530 18 , 0.49 487 19 0.45 447 20 0.41. 411 21 0.38 379 22 0.35 350 23 0.32 324 24 0.30 300 25 0.28 278 26 0.26 259 27 0.24 242 28 0.23 226 29 0.21 212 30 0.20 199 KCE c 0.3 0.8 Column Capacity (lbs 8X8 8X10 8X12 54625 61908 83758 53827 61004 82535 52815 59857 80983 51556 58430 79052 50.012 56681 76685 48157 54578 73841 45982 52113 70506 43513 49314 66720 40817 46259 62586 37995 43061 58259 35156 39844 53906 32398 36717 49677 29788 33760 45675 27366 31015 41962 25149 28502 38561 23135 26219 35473 21315 24157 32683 19674 22298 30167 18197 20623 27902 16866 19115 25861 15666 17754 24021 14581 16526 22358 13600 15414 20854 12711 14405 19489 11902 13489 18250 11166 12654 17121 Q ,4 VerTech Engineering Project: k Engineer: A,T Design of: Foundations Soil Bearing: 1000 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (2) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. Continuous footings: (fc' = 2500 psi) Width Thickness Cap (plf) Reinforcing 12 12 1000 (2) #4 cont. 15 . 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Cap. Connnector Label Size Thickness Ea Way Kis Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (2) #4 4 PB F2.5 2'-6" Sq. 12 (3) #4 6.25 PB F3 T-0" Sq. 12 (4) #4 9 CB F3.5 T-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 5'-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 6'-6" Sq. 18 (9) #5 42.25 CB Page: Date: 1 c7 Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. VerTech Engineering Project: OK Engineer: '60— Design 6T Design of: Roof Frami Roof Loads DL= 16 psf LL= 20 psf Page: Date: �T ('09 Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. Trusses: Rafters: Spacing = 24" o.c. Loads: T.C. Live Load = 20 psf T.C. Dead Load = 10 psf B.C. Dead Load = 6 psf Total Load = 36 psf Live Load = 20 psf Dead Load = 16 psf Total Load = 36 psf Typical Headers (uno) Use 4X10 DF#1, use (2) trimmers min. at all openings larger than 4'-0". I Project: N Engineer: Design of: Floor Framin4 Floor Loads DL= 10 psf LL= 40 psf VerTech Engineering Page: Date: \ I C7 Floor plywood: 3/4" T&G APA rated plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 10" O.C. field. Edge nail at boundaries, drag members and at blocking over and under interior shear walls. Floor Joists: I Joists: Use manufactured "I" joists (such as Truss Joists), and install per manufacturers recommendations using U480 deflection criteria. Use manufactured rim board such as TimberStand with all "I" joists. Use a double.rim board at all locations where ledgers are installed at the rim (such as deck ledgers). Sawn Joists: Sawn lumber joists shall be sized per UBC Table 23 -IV -J-1 using E < 1.6 UNO. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 COPY of Document Recorded 03 -Apr -2002 2002-0016697 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, in 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: i _�/ (jr-oto -d-11-3 Date #Iioz- PROPERTY State of California County of �Wkt(- On me, 16 i' �-Z - ---------- 1 f i f i� i,r.-,6 I i personally appeared C. r\ J. f1 k l t,6` ersonaRy- known4e-me (or proved to me on the basis of satisfactory evidence) to be the personhose nawe(sjs/a subscribed to the within instrument and acknowledged to me that' be/they executed the same in�er/their authorized capacity.(iesj; and that by �i3�er/their signature(s}Tn the instrume`n, the persons) -Of the entity upon behalf of which the persoefsj acted, executed the instrument. WITNESS my hand and official seal Signature _ / 1,,�`� Seal: A.P. # 0. -� IDANICA HERMAN co COMM. # 1199049 NOTARY PUSUC-CAUFORNu y COUNTY OF BUTTE ca Comm. Expires Oct. 18, 2002 EXHIBIT "ONE" PARCEL ONE: Order No. 201284 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE UNINCORPORATED AREA OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: A PORTION OF LOTS 10 AND 11 OF THE 21 ST SUBDIVISION OF THE JOHN BIDWELL RANCHO, AS SHOWN ON THAT CERTAIN MAP ENTITLED "MAP OF THE 21 ST SUBDIVISION OF THE JOHN BIDWELL RANCHO", FILED IN THE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, ON NOVEMBER 11, 1912, IN BOOK 7 OF MAPS, PAGE(S) 49 AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A 3" X 3" REDWOOD STAKE SET IN A MOUND OF ROCK MARKING THE MOST EASTERLY CORNER OF SAID LOT 10 AND RUNNING THENCE NORTH 560 56' WEST ALONG THE LINE BETWEEN SAID LOTS 10 AND 11, A DISTANCE OF 698.61 FEET; THENCE, AT RIGHT ANGLES, NORTH 33° 04' EAST A DISTANCE OF 55.54 FEET TO A 1 " IRON PIPE TAGGED RCE 11128; THENCE NORTH 560 56'00" WEST, PARALLEL TO AND 55.54 FEET DISTANT FROM THE LINE BETWEEN SAID LOTS 10 AND 11, A DISTANCE OF 269.35 FEET TO THE TRUE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE CONTINUING NORTH 560 56'00" WEST A DISTANCE OF 295.68 FEET TO THE NORTHEASTERLY CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED FROM DANIELS TO QUIRING RECORDED DECEMBER 1, 1950, IN BOOK 561, PAGE 386, OFFICIAL RECORDS OF BUTTE COUNTY; THENCE SOUTH 330 04'00" WEST, A DISTANCE OF 86 FEET TO THE SOUTHEASTERLY CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED FROM DANIELS TO QUIRING RECORDED JUNE 5, 1961, IN BOOK 1119, PAGE 300, OFFICIAL RECORDS OF BUTTE COUNTY, WHICH POINT IS MARKED BY A 3/4" IRON PIPE TAGGED RCE 11128; THENCE NORTH 561 56'00" WEST, ALONG THE SOUTHERLY LINE OF SAID QUIRING PARCEL A DISTANCE OF 138.59 -FEET; THENCE SOUTH 390 00'41 " EAST, A DISTANCE OF 261.85 FEET; THENCE SOUTH 330 04' 00" WEST, A DISTANCE OF 92.80 FEET TO A POINT ON A CURVE TO THE LEFT ON THE NORTHEASTERLY LINE OF MANZANITA AVENUE AS THE SAME IS DESCRIBED IN DEED FROM BERTHA M. DANIELS TO COUNTY OF BUTTE RECORDED APRIL 24, 1972, IN BOOK 1752, PAGE 539, OFFICIAL RECORDS OF BUTTE COUNTY; THENCE ALONG SAID NORTHEASTERLY LINE OF MANZANITA AVENUE, ALONG SAID CURVE TO THE LEFT, THE TANGENT TO WHICH BEARS SOUTH 500 44'43" EAST AND HAVING A RADIUS OF 560.00 FEET, THROUGH A CENTRAL ANGLE OF 20 37'50", AN ARC DISTANCE OF 25.71 FEET; THENCE CONTINUING ALONG SAID NORTHEASTERLY LINE OF MANZANITA AVENUE, SOUTH 530 22'33" EAST, A DISTANCE OF 159.83 FEET; THENCE NORTH 330 04' 00" EAST, A DISTANCE OF 265.48 FEET TO THE TRUE POINT OF BEGINNING. PARCEL TWO: AN EASEMENT FOR PEDESTRIAN AND EQUESTRIAN USE OVER A STRIP OF LAND 6.0 FEET IN WIDTH, LYING NORTHEASTERLY OF AND CONTIGUOUS TO THE FOLLOWING DESCRIBED LINE: A PORTION OF LOT 10, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MAP OF THE 21 ST SUBDIVISION OF THE JOHN BIDWELL RANCHO", FILED IN THE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, ON NOVEMBER 11, 1912, IN BOOK 7 OF MAPS, PAGE(S) 49 AND BEING MORE PARTICULARLY 2 Order No. 201284 DESCRIBED AS FOLLOWS: COMMENCING AT A 3" X 3" REDWOOD STAKE SET IN A MOUND OF ROCK MARKING THE MOST EASTERLY CORNER OF SAID LOT 10 AND RUNNING THENCE NORTH 56° 56' WEST ALONG THE LINE BETWEEN LOTS 10 AND 11 OF SAID 21ST SUBDIVISION OF THE JOHN BIDWELL RANCHO, A DISTANCE OF 698.61 FEET; THENCE AT RIGHT ANGLES NORTH 330 04' EAST, A DISTANCE OF 55.54 FEET TO A 1" IRON PIPE TAGGED RCE 11128; THENCE NORTH 560 56'00" WEST PARALLEL TO AND 55.54 FEET DISTANT FROM THE LINE BETWEEN SAID LOTS 10 AND 11, A DISTANCE OF 565.03 FEET; THENCE SOUTH 330 04'00" WEST, A DISTANCE OF 80.00 FEET; THENCE NORTH 560 56'00" WEST, A DISTANCE OF 182.73 FEET TO THE TRUE POINT OF BEGINNING OF THE LINE TO BE DESCRIBED, SAID POINT OF BEGINNING BEING A POINT ON THE SOUTHEASTERLY LINE OF CENTENNIAL AVENUE; THENCE SOUTH 56 ° 56' 00" EAST A DISTANCE OF 50.0 FEET AND THE END OF SAID LINE. Assessor's Parcel No: 011-010-093 P1922-$$B,E ERMIT NO. PERMIT EXPIRES V OWNER VENUS QUIRIN CONTR. owner ASSESSOR PARCEL 11-01-'' LOCATION 264 Centennial Ave, Chico o 4cr a Temp. PoWor anio Called Temp. Elec Called Temp. Gas Called JOB FINAL Signatt = OK 0 =• Not OK Noi Not Readyiable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s i 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / P'L"ft. / /"Nat. or/ P'L"ft./ /"LPG 7. Utilitv Clearance Card -81 Date Card -131 Date Card -B1 Date Card -131 Date Date MOBILEHOME 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/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Card -61 Date Card -81 Date Card -B1 Date Card -131 Date MISCELLANEOUS D84e DE KS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s O/Zp4ing Requirements -Setbacks -Easements ' VAFootings; Soils -Size -Depth -Spacing -Connectors -Steel 3.-Becks,-t;h'8ers and/or Joists -Decking -Bracing -Stairs -Rails Posts- Bea ms-Rftrs.-Connec.- Sht` thg.-Rfg Bracing 5. mns-Con nections-Splice- Decal- Enclosures ows-Doors E ec. rmg; Sills-Anchors-Studs-Rftrs-Trusses iding; Nailing -Veneer -Stucco -Mesh Roof; Shthg-Roofing - Ext.; Steps -Doors -Landings Card -131 Date Card -81 Date Card -61 nk Date)4_5'4K Date 11 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, Distances-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 board s -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -131 Date Card -131 Date Card -81 Date Card -B1 Date `� 619 = OK 0 = NotOK RESIDENTIAL (Single and Duplex) - =Not Applicable = Not Ready Date UDLDERFLOOR (Plans) OK except #'s W. Zoning -Setbacks; -Easements -Flood -Slope 2. 5 ., Main; Soils -Steel, JIao G -a '' /" Ftg. De _ . Ftg., Garage; Soils -Steel -/12/" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. De 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 7. Slab; Steel -Wrapped i/ 8. Piers- 5f4kpla Ftg.-Steel 9. D.W. .; F I ti gs-Test- - T st 10. Gas Pip • zk&0orsJu 11. Wa er est -Anchors -Regulator -Service Test 12. EI ctric; Underground 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Card -81 Date Card -B1 Date Card -61 Date Card -131 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchors -Nail Protection 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors Card -81 Date Card -81 Date Card -131 Date Card -B1 Date Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs& C.J. 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Card -61 Date Card -B1 Date Card -131 Date Card -131 Date Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnace in Attic Card -131 Date Card -131 Date Card -131 Date Card -131 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing Dktte FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors ` 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One T -Check Garage -3rd story, 2 exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59, Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card -131 Date Card -B1 Date Card -131 Date Card -131 Date Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76, Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instid.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 8i. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Firepi.-Clearance to Openings. 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation throughout House 87. Glass Protection 88. Corrections from Previous Inpections 89. Gas Test -Meters Tagged; Gas -Electric 96. Water & Sewer Connected -C/O to Grade -HD Approval 9i. Energy Compliance Certificate -Other Certificates 92. Roofing Certificate Card -B1 Date Card -131 Date Card -131 Date Card -81 Date Card -81 Date Card -B1 Date Comments at Final: (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC -WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATIOWAND PERMIT L ASSE 2OOR Prygc�L^UM CJ Z014N.r, BUILDING PERMIT OWNER T EPHONE SQ. FT OCC.1 BUILDING VALUATI -N OM(,[JE 'S AI G A DRESS CONTRACTOR'S NAM TELEPHONE CONTR TOR'S MAILING ADDRESS Fireplace CONSTRUC I N LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee b ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat,pump water heater 20.00 -LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater o ent 5.00 USE OF STRUCTURf r SF ❑ Duplex❑ Mobilehome❑ Other 6SPECIFY Gas piping system 1 - 5 outle 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00pa TYPE OF WORK New ❑ Addition ❑ Remodel[—] Utilities ❑ Installation❑ Other ❑ Describe work: 21% XZP�9 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. ` License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) 1, as the owner, am exclusively contracting with licensed contract- `"""`����"''"` ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP/ZQsgft OR ADDNS. ACC. BLDGS. NEW CON5TR MULTI -OUTLET NON.RESID .BRA CH CIRCUITS) 2,50 ea POWER APPARATUS tr (SINGLE OUTLET CIR. ) _ Ex. Occup(OUTLETS OR FIXTURES e�LOSO FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.7 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Count in c nsequence of the granting of this permit. " / X Date C2 ��� w Signature of Applicant OwnerbC Contractor ❑ Agent El An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FES $ occuP. ( CON9T.T - t SCHOOL FLOOD ARCEL PD ND` 3S This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By P IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS p Z Receipt No. WHITE-D.P.W.. YELLOW-ASOC350R. PINK -INSPECTOR. GOLDENROD -APPLICANT f. -Y. .t, af.y.+...:: .--. . - -- - .-. ..-ns�'.c,%,ff�+tic'4y'+t:�.y a-T'•y �'?�'�'t'c'•+';1�7 �'a y, �r k�,l, ;.--'F St`::.:.T < ..r. .. �ti ,..�,.r' ...� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVJSiION tvf J_6 - 7 COUNTY CENTER DRIVE.- OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER ��/�V� A. P. No. Building � Proposed _ 'building�7` 0 p g Use �/'T/G%��G '' Inspector � At time of permit application, I was advised the following data must be submitted prior to permit processing andJor issuance: DATE RECEIVED APPROVED 1. All items.have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate./triplicate, signed by preparer of plans. . 3. Complete plans in duplicate./triplicate, signed by preparer of plans. 4: Complete engineered plans and calcs, with wet signature on plans. 5-. Plans with Energy Design Compliance Statement. . . . . . . 6. School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ , . , , , , , , ��Q�-'"'�• Letter of signature authoriza1i n. Sanitation approval from Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. 13.. Contractor's License Information (no., name style, classif.) 14. -Owner -Builder Verification (Given to owner0, Mail to ownerO) ^� _15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . 17. Pre -Inspection for Pre-Inspec. request to (Date) Required. Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. aw " 20. Plot plan approval from city of 21. Engineered trusses in duplicate (required prior to plan check). 22. When you issue the permit, process as follows -------Mail to owner, Mail tocontractor.E Telephone and hold for pickup at -off ice, Deliver w/inspector.1 Other : Copy of plans sent Health Dept., Fire Dept., Other Date ;. The following data must be submitted prior to permit issua 1. Index permit for above items No. 2. Additional items required: 1:.y. ircle new item not checked above). Contractor, designer, owner, was advised of above required data by_phone---nail_counter by date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Date Plans approved by b�-� Date 0'"� " Sets of plans on hold in4-File cabinet AP folder Copy—DPW TO Building Department' FROM: Environmental Health SUBJECT: Sanitation Clearance I Ida I Ail - 14 Ait IA C caner Location AP# Plan Approved for: Sewage Disposal Water Supply Hold final for: Water Supply Final clearance O.R. for: Water Supply Clearance for _ bedroom mobile home. Other. NOTE.*** Sani, ttaar,Yi—an Date TO: Building Department FROM: Encroachment Permit Section•. RE: Driveway Clearance owner location AP # i Driveway permit / � has been issued for the above property. si ature date COUNTY OF BUTTE - Department of Public Works 7 County Center Drivae Orbville, CA 95965 Phone: 916-538-7541- OWNER-BUILDER 16-538-7541- OWNER-BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this in 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 aterials for construction of the proposed property improvement (yes or no) C� 2. I (have/have not) PS 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 �Jo Address ' City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name KII n Address City Phone Contractors License No. 5. I.will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name 1� Address Phone Type of Work Signed: I , Property Owner Social Security�/ Number Date �^/ T -8G NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to,our office before we are per- mitted to issue the permit. � II , ' r I I I, �I r I u� r I � II i DRIVEWAY i ' ' i I PROPOSED (N) i ' a »�__oj RESIDENCE i -------------------------------- ' ' 200 LF L.EAGH LINES -------------------------------- 1200 6AL SEPTIC TANK _--__-_- i I -------- ------------------------ � AUX. LEACH FIELD -------------------------------- 200 LF ------------------ ------------------ ----------------------------- -------------------------------- --------------------------- ' APPROVED ------- i1Vl11#1 N1 I I -- -- -- -- -- -- -- -- -- -- -265.48- -- -- -- -- -- -- -- -- -- -- ---------� 'Sri a' ental Health PLOT PLAN MAR 2 8 2002 1 = 20.0 CA PROJEGT LOGATION MAP g. GENERAL NOTE5: I. ALL WINDOW5 AND DOORS TO BE WEATHERSTRIPPED. 2. /ALL WTNDOW5 ,TO BE DUAL GLAZED, ANSI/AAMA, 8 G.E.G. CERTIFIED. 3. ALL 5TRIXTURAL LUMBER TO BE #2 DOUGLA5 FIR OR BETTER. 4. INSULATIOi4. KALLLs - R-Iq; FLOOR5 - R-14, CEILING - R-3$. 5. Do NOT ;:,GALE'DRAWINGS; 12IMEN51ON5 TAKE PRECEDENCE. b. ALL r1009R, WINDOWS, 8 INTERIOR OPENINGS ARE V-8" FROM FINISH FLOOR. U.O.N. 7. ALL APPLIANCES, 5HOWER HEADS, 8 FAUCETS TO BE C.E.G. CERTIFIED. 8. GLUE # SCREW OR GLUE 4 NAIL WITH RING SHANK NAILS, ALL %U 5UBFLOOR 5HEATHING To FLOOR JOISTS. q. CAULK ALL PERIMETER SILLS. .10. ALL EXHAUST FANS TO HAVE BAGKDRAFT DAMPERS. Ii. ALL ExTERIOR HOSE BIBBS SHALL HAVE APPROVED NON -REMOVABLE BACKFLOW PREVENTION DEVICES. DiNTA :5UMMARY OWIER: BRIAN 8 KELLY NOKELBY 11 VERMILLIAN . CHICO, CA 530-343-4514 . A PROJECT LOCATION: MANZANITA AVE. CHICO, GA A.P.N.: OI 1=010-Oq3 AREA: FIRST FLOOR - 2052 S.F. SECOND fLR. - 11g2 5.F. TOTAL - 3244 5.F. FOUR BEDROOM 3 1/2 BATHS SEPTIC INFO.: NEW 1200 GAL. SEPTIC TANK NEW 200 L.F. LEACH LINES NEW 200 L.F. AUX. FIELD LOT AREA: 1.537 ACRES SCHEDULE OF DRAN11\465 A-1 PLOT PLAN t DATA 5HEET A-2 i=�I RST FLOOR PLAN A-3 5EGON0 FLOOR PLAN A-4 ELE1/ATI.ON5 E—I ELEGTRIGAL PLAN5 5-1 FOUNDATION PLAN 4 DETA I L5 5-2 F I R5T 4 5EGOND FLOOR 5HEAR PLANS 5-3 5EGOND FLOOR —FLOOR FLOOR FRAM I NC PLAN 5-4 F I R5T FLOOR ROOF FRAM I NC PLAN �-5 5EGOND FLOOR -ROOF= FRAMING PLAN O < T'- v to xU) V C� O s L V U- 3 6 Q D O. J D_ 4" U V 7 0 4- UA f 0 1 i i 4J& J Q z- QL < DATE: 5GALE: DRAWN: JOB: SHEET OF 10 SHEETS - N � b- �' V-; Q O i 3 6 Q O O z LU 0 uj V- Q v � z` O < D- �. DATE: SCALE: A5 NOTED DRAWN: -Vf3: SHEET A-2 OF 10 SHEETS i 13AR O O D MIRROR I MIRROR t c A�j K GAS I NET DETAILS 1/4" = I1-0„ CHUTE ACCESS PANEL R. 4 Emironment(Al Health SEGOND FLOOR PLAN 1/4° = V -O° VAR 2 8 2002 1192 50. FT. Chico, ICA - N tT d- uj Lu d- < r` v amm �vxsU) p�CQ��m V�0 o (z CL � V 3 6 Q ACCESS PANEL R. 4 Emironment(Al Health SEGOND FLOOR PLAN 1/4° = V -O° VAR 2 8 2002 1192 50. FT. Chico, ICA - N tT d- uj Lu d- < r` v �vxsU) p�CQ��m V�0 o (z CL � V 3 6 Q Q iu Q z � v Lu -� Q Uj nLLI O K Lu v u -j Q ! iW 4JC� o DATE: SCALE:. AS NOTED DRAWN: .IOB: SHEET OF 10 SHEETS