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079-380-062
636-214 - 2 PERMITS98-0715 DAWSON, Glen & Carolyn 90 Dandy's Place, Oroville New Pri Det Garage i• G / p►wrl w, �, tc ?11 %1 &191 �2- PERMITB98-0730 DAWSON, Glenn & Carolyn 90 Dandy's Place, Oroville Cont: Fox Company /;)jeA � Fire Sprinklers/SF r fl'1 PERMIT#98-0716 DAWSON, Glen & Carolyn 90 Dandy's Place, Oroville New Single Family / ' n k' Plav� in �,IL Y' 'OI/ ✓ t 074 X80-OC�� 1 0 3 N Q RESIDENTIAL 036-240-062 PERMIT#98-0716 DAWSON, Glen & Carolyn PERMIT NO. 90 Dandy's Place, Oroville New Single Family PERMIT EXPIRL OWNER CONTR. ASSESSOR PARCEL LOCATION S0 M0 ,Q CHECKED SRA BY LOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY ILI r Temp. Powe OFFICE COPY Called P� Address Temp. Elec. GAS % Date Meter By Called P ELECTRIC Date Meter By Temp. Gas Se --- Called PG&E JOB FINALED (Date) 7` Signature i V=OK _ 0 = Not OK `=Not t Applicable NoReady HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 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-Gmd-/ /Amp -Concrete MISCELLANEOUS Date 6. Gas; Location-TestANrap; / jUtt. / /Nat. or/ /L°ft/ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 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 -Manage Line 3. Gas; MH Test4)emandVahe-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/0 to Grade -HD Approval Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal 4. Elec.; Receptacles and Lighting, Distance-GFI 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-DepthSpadng-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns-ConnectionsSplice-Decal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pod 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. -Pod Lghtg. Boxes-Ertclosures-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 O = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date ,-UNDERFLOOR (Plans) OK except #s / F ain; Soils -Elect Gmd. / /" Ftg. Depth Ftg. Garage; Soils-Steel-Elec. Gmd/a P Ftg. Depth 4. FtgPi5rches & Decks; Soils -Steel-/ P' Ftg. Depth temwalls, Main; Steel-Blockouts4Nrapped mwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold owns and Special Anchors ab, Steel -Wrapped 8. Piers -Fireplace Ftg.Steel WV.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor BoltsJoists Vents-Crippies 15. Access & Ventilation 24. Receptacles Spacing -Lights & Switches at Doors 5. S;�es & No. of Conductors Stapled Romex I stalled Close to Edge of Studs & C.J. 27. EG. Ground made up w/Mech Fastners-Bond Gas & Water 79-2 Appliance Circuts in Kitchen & Conductor Size GFI 29 jSubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Rang��c. / / ga Cu or AI -Oven Circ. / / ga Cu or AI nsT ulated Neutral 0 Yes 0 No 31. rvice-Riser Conductors & Ground -Main Disconect 2. Equip. Clearances Panels-Motors-Mech. Epuip. 33. CI es Closet Light -Shower Light -Spa Light . Smoke Detector Date 16. Insulation Date Card B-1 Date Card B-1 Date__ -MECHANICAL (Permit) OK except #s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING ermit) OK except #'s 1 = 17. Water Htr.; Vent -Access -Combustion Air Baffle 18!Water Pipe; Test & Anchor -Nail Protection 19!D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access JZ 21. Test Tub & Shower, Second Floor -Tub Access Card B-1 Date Card B-1 Date 22. Gas Pipe; Sixe & Anchors Date FRAMING (Plans) OK except #'s 40 its Proper Materials & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date. -ELECTRICAL (Permit) OK except #'s eaders & Beams -Size & Bearing Fixture & Transformer Clearance -Ins. Protection 24. Receptacles Spacing -Lights & Switches at Doors 5. S;�es & No. of Conductors Stapled Romex I stalled Close to Edge of Studs & C.J. 27. EG. Ground made up w/Mech Fastners-Bond Gas & Water 79-2 Appliance Circuts in Kitchen & Conductor Size GFI 29 jSubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Rang��c. / / ga Cu or AI -Oven Circ. / / ga Cu or AI nsT ulated Neutral 0 Yes 0 No 31. rvice-Riser Conductors & Ground -Main Disconect 2. Equip. Clearances Panels-Motors-Mech. Epuip. 33. CI es Closet Light -Shower Light -Spa Light . Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date__ -MECHANICAL (Permit) OK except #s A.C. Ducts Insulation & Support W. V YFan, Exhaust above insulation fl ondensate Drain & Overflow, Size & Grade 38: Fu nce-Vent Access -Comb. Air-Retum Air Vent 115 outlet '39 -Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40 its Proper Materials & Anchors 1. Wilts Studs -Nailing Spacing & Braces -Plates -Sound ng Walls over Girders & Floor Nailing C(r Stop in Walls (rat proof) ire ps, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing Date /FRAMING (Continued) ' Ham -Post Caps -Anchors -Connectors 47n Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Rfng. fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic ss; Size & Romex Protection -Draft Stop -Ins. Baffles . Windows or Exiting Doors -Sill Hgt. & Dimensions 5T� garage Fire Protection Framing 52. Property Line Firewall & Openings 53�-Doors-One 3 -Check Garage 3rd Story, 2 Exits 54. firs; Width -Headroom -Rise -Run -Landing -Fire Protection 55 -Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer &;r- tUcco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic / Exterior Wall Panels 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s QT -Ext Steps -Door & Sidelight Protection -Landings Smoke Detector c S5 aee; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection edroom Exiting ga. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels J§9. Rails 70. Fireplace or Stove, Clearance -Hearth 42y-L4ee Outlets at Wood Panel, Int. & Ext. �L Kit.Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter G74•arae Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 67 . 1r.; Vents -Clearance -Comb. Air Connector-P.R.V. �lw�erage; Above Floor-Mech. Protection 77. Plb'; Elec. & Mech. Equip. Listed for Location 8, Elec. Receptacles in Garage G.F.I. -Romex Protection Foam -Looked in Attic 801-G6ard rails & Deck Construction -Post Caps n. VBents & Crawl Hole Door Drainage & Wood -Earth ,,,'Clearance Looked under Floor 0 Yes 4Z-fZTfgWng Instld./Drive 0 Yes 0 NoANalks 0 Yes 0 No/Planters 0 Yes 0 No 83.,Stucco Brown -Finish 48 nit Disconnect, Electrical -Plumbing 4 85 V Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. -Water Well, Disconnect, Electrical, Plumbing �87. Extec(or Elec. Trim, G.F.I. Receptacle -Underground 88.,Ventilation Throught House 'Protection 90. -Corrections from Previous Inspections 91 as Test -Meters Tagged, Gas -Electric 32. W�ewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Date ..i Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 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 ER 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. Gt- Date 1-/— / - Inspector, REV 10/92 %le& 6 c COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this job card in a safe conspicuous place. Do not remove until all required Inspections are made and building is approved for occupancy. Plans must be available on the job site. A.F 036-240-062 PERMIT#98-0716 Ow DAWSON, Glen & Carolyn 90 Dandy's Place, Oroville Col New Single Family Per.. PERMITTEE MUST CALL FOR INSPECTIONS INSPECTION DATE IINSPECTOR''.::;:: Piers Underground Conduit Pre-Gunite _ ne unaerTioor rwmoing Underfloor Electrical Underfloor Mechanical Underfloor Framing f ' Do Not Install Floor or Slab U til Above Signed Rough Plumbing Rough Electrical Rough Mechanical Framing Shower Pan Do Not Insglate Until Above,$ViAed Insulation U— / (, -t2 d Do Not Ctiver Until Abdvd 3igne Fireplace Footing Fireplace Throat Do Not Continue Fireplace Until Above Signed Stucco Lath Scratch and Brown Do Not Cover Until Above Sioned Sewer Service Water Service Pool Final Plumbing Final Electrical Final Mechanical Final Building or M.H. Final DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY Addresses I Information 24 -Hr Ins Oroville 7 County Center Or. 538-7541 538-7636 Chico 1469 Humboldt Rd. 891-2751 891-2834 Revised 7/94 Insulation Certificate BUILDING OWNER: .4 1,0S 4�✓ , BUILDING LOCATION: JD Description of of Installation ROOF Material Thickness (inches) BUILDING Pl?:RMIT #: Brand Name Thermal Resistance (R -Value) r CEILING Batt or Blanket Type Brand Name Thickness ('inches) Thermal Resistance. (R -Value) Loose Fall TypeBrand Name Contractor's minimum installed weighdit _ lb Minimum thickness inches Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) EXTERIOR WALL " Material Brand Name Thickness (inches) Thermal Resistance (R -Value) RAISED FLOOR C C Material Thickness (inches) - SLAB FLOOR Material Thickness (inches) Width (inches) _ FOUNDATION WALL Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Material Brand Name Thickness (inches) ':�rmal 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 Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administrative Code. License Number i r (Builder) Y�t �..�. - -IC Date Signature and Tide Sub -Contractor (Insulation Installer) S ignature and Title License Number Date THIS CERTIFICATE MUST.BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. JANUARY 1993, KW 7 PA 14CV. ff, i 0. fl onfo mance. Certificate"' I .,U. 053243- Certificate— THE UNDERSIGNED MANUFACTURER HEREBY. CERTIFIES- that..t.he".structural. wood: prodUP identified -below and marked with a collective- markbUEngineered W,09&Systoms (EWS) were man--.,;:`.::,:...,:,; ufactured in accordance with the specifications indicated below. ANSI Standard A190.1-1992, for -Structural Glued Laminated -Timber PROOF END LOAD JOINTS Job Name WESTERN WOODS Job Location CHI CO CA customees Order .No.61096 Date 06-17-98 Mfgrs order No. 57 0633 A")�IjI C sz$&� s 5' ; P A 1_12_ A �Iw Signature Title TECHNICAL 'DTRECTOR company WILLAMETTE IND- —Address VAYGHN, OR Date 06-17-98 IT IS HEREBY CERTIFIED that.the structural glued laminated timber production ;of the.above-named,.:. manufacturer which carries .a collective mark. of Engineer.edW.Q .Wo -Systems .(�WS) issubject to :regular . audit. by Engineered'Wood Systems, suchaudit consisting.. of -the inspection.wit Kxeasonable frequency - of the manufacturing process; with adequate sampling to.v fy the quality of. .glulam .construction :and the.adequady -of glue bond. COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 - Ig_ PER IT NO. (Rev,12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 036-240-062 ZONING BUILDINGPERMIT OWNER DAWSON, GLEN AND CAROLYN TELEPHONE SO. FT. OCC. BUILDING VALUATION 1500 R 81,000.00 OWNERS MAILING ADDRESS 4068 EDNA'S WAY, OROVILLE CONTRACTOR'S NAME OWNER TELEPHONE 530-�25-3267 588 C 7,644.00 468 0 3, 276.00 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ 05, ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 660.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 429.33 BUILDING ADDRESS 90 DANDY'S PLACE, OROVILLE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1,132.83 LOT NO. SUBONIS ION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 9 7.00 63.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: S/F 1 BEDROOM Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ 143.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoos OCR mss 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class LIC. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law j& the following reason: 2 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ( 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR AD( .S. 2 80 3.5¢f,: 79.80 corsr. Mu�icrC. UTLET NON-RESID. ANCCIRCUITS @7.50 APPARATUS 8 SINGLE OUTLET CIR. 20 Q 1.00 Ex. Occup OUTLET OR FIXTURES aAL p .50 FIXED APPLNS. OR Ex. Occup, ouTIETs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE = 122.80 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating DUAL 30.00 Cooling Hood 6.50 6.50 Ventilation 2 4.50 9.00 PERMIT FEE $ 65.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation pro wsions of section 3700 of the Labor Code, I shall forthwip 9,omply,ith t e pro isions. X l�-�L�Date �/_- ?/� _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or constructionk of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TAL FEE $ 1, 510.13 "AZ DYFE IMP FLOOD c�DF PgRC pp HD u This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By ate q 7 PERMIT EXPIRES ON I IOats) ReceiptNo. 236638' Q 66 ':3 WHITE-O.D.S.-B.D. CANARY-ASSESSO PINK -INSPECTOR GOLDENROD -APPLICANT r . � .. � ._ .tp�., •y. f °v • .�•t.�-!'y.r,,..`Yr'irr'"y . . 4' . ° ..r -.� .. ... COU - TY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION yt 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 dK PERMIT APPLICATION DATA SHEET OWNER ASSESSOR PARCEL Proposed Bui ding Use: Building Inspector: Date: L— At time of permit application w advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------- 0 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------ 03. ----- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. 114.En ' eered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- En eered truss details and layout in duplicate (required prior to plan review) No faxes! ----------- -- I Energy Design Compliance and supporting documentation. --------------------------------------------- ------ r ❑7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. -------------------------------- Panufactured Home data and installation instructions including Tie Down Specifications. eesof $ 2(o • 33 ------------------------------------------------------------------- hnpact fees as shown on the attached schedule. ----------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------- Ell 3 -------------------------------------- ❑13 . Flood elevation certificate. sanitation and plot plan approval Health Department. 1115. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. 09. Encroachment Permit for driveway (construction approval prior to occupancy). --- ❑ 20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ❑22. Workers' Compensation carrier and policy number. ----------------------- 023.Owner-Builder Verification (Given to owner ❑, Mailed to owner ❑). - ❑24. Letter of signature authorization- -------------------------------- Pecorded copy of Agricultural Acknowledgment Statement. -' 1126. Letter of intent on building use. ----------------------------------- ❑ 27. Manufactured Home utility clearance. --------------------------- 028. Existing violations and/or expired permits. --------------------- ❑2991 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ -- WD—Other: . re. (Date) 5 5 /01r 1? -3 Whey-y'ou is e th permit, ocess as follows ❑ Mail to owner, ❑ jaiMco tractor. JY/�/►(� land Telephone(Sz hold for pickup at (/office. ❑ Deliv inspector. 4.•�' ,. j Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department ❑ Air Pollution Date: By: Copy of plans sent 11 Health Department, ❑Fire Department, 13O er: Date: By: 1. Index permit application for the above items numbered Dflan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by phone, sKmad, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o• phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer weer, was advised o the above required data by ❑ phone, ❑ mail, ❑ B Min ivis' unter, by Date: Plans reviewed by: Date: N Plans approved by: Date: Sets of plans on h O-IS—A Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. c TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance �9 /-9, 1n V, 00' -wiz) V,- q cv-- Owner L/ Location `I, --•'E H. USE ON Plot Plan Attached Floor PlanAttached Sent to B.Df— / Plan Approved for-���Sewage Disposal Water Supply: Public Clearance for ,d lling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist AP# Private Well I -/ 7- 700 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER A. P. a©Of PROPOSED BUILDING USE z DATE REC # DATE REC BUILDING PERMIT FEES 1 -- Balance Due ................ $ .a&--33 o /'q 6 ci._ i -- Additional Fees Due ........... $ -- Additional Fees Due ........... $. -- Revised Plan Checking Fee ....... $ / 2. SCHOOL DISTRICT FEES t paid at District Office) SHERIFF FEES (paid at Building Division) Residential ''....... x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt, Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) #�8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division)co -t4/10. OTHER Cire G. OlI . At time of permit application, I was advisedove fees are required to be paid prior to issuance of the -- building permit. These fees may be canged during the plan checking process. APPLICANT DATE Original -Owner Copy -Building Div. Ar (Rev. 12/96) .,.�,..-.yr��,����y.�••A,,,,i.. r.,, :. t. - +sw.-'i�''.'.'.� �r�'"i•`}�a •jrM✓nrtTir r. a.w. ..0 ^ s ^ir a a • �r �.+-� �. s y -.rh^r v r - r -c. .�.- « .c BU*E COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) , q ' School District nDl�`� 1 Building Department No. Jurisdiction: City County C ��j(J...�® /V Property Owner Property Location/Address 2C/ /y Subdivision Lot No. Residential Development Sq. Footage No of Living Mobile Home Addition (Group R) S Units Installation ` Commercial/Industrial Sq: Footage New Addition a (Including Exterior (Boor F ianS reviewed oy Scnooi uistrict versonnei) Roofed Areas) v Date District Identification No. �3� /C School District certifies that (Applicant) (Street Address) (City) has complied with the requirements of Resolution No. representing fU U square feet. School District Representative Paid by Check # Remarks: (State) (Phone Number) (Zip Code) %-��_Q by payment of $ -) VXs 0 ILB 2926 S LL MITIGATION $ �/,-azo- 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 California Environmental Quality Act (CEQA), 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 (2/97)dmm OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the ajor labor and materials for construction of the proposed property impr vement :YES NO D 2. I HAVE HAVE NOT O signed an application for a building permit for the proposed work. 3. I have contrac ed with the follo g person (firm) to provide the proposed construction: NAME: 12 e � ADDRESS: o �! _ CITY; PHONE: CONTRACTOR'S LICENSE NO. 4. .1 plan to provide portions of this work, but I have hired the following -person to coordinate; supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK S SIGNED: PROPERTYOWNER: �...� SOCIAL SECURITY NUMBER: DATE: 9/-- ��1 NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit I OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. if your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your o work, with exception of various trades that you plan to subcontract, you should be aware of the following ' rmation for your be efrt and protection: ♦ If you employ or erwise engage any and other cos is 5300 or more for subcontracto , then you may be an err G C r than your immediate family, and the work (including materials project, and such persons are not licensed as contractors or If you are an e et; yea -most register with the State and Federal Governments as an employer and you are subject to several obligati . luding state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractp s may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. +ce Vi ira, C.B.O. uilding Inspection NOTE. This Owner-Builder.lnformation is required by Seetlon 19830 of the California Health and Safety Code. OVER AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 1 998-00 1 75610 Recorded Official Records County Of Butte CANDACE J. GRUBBS 09:38AM 05 -May -1998 - REC FEE 10.00 COPIES 1.50 Vickie Page 1 of -2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires 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 it onvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, ON SEPTEMBER 12, 19979 IN BOOK 141 OF MAPS, AT Date: April 27, 1998 PROPERTY O e Dawson State of California ) County of Butte ) RECORDED IN THE STATE OF CALIFORNIA, PAGE (S) 96 AND 97. (6L Alll� ' Carol P, Dawson Q�- personally appeared_ Glenn Dawson and l'!a.rnl = ,qw,-'nn personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon teha faof which,theperson(s) acted, WITNESS my hand and official seal. ANGELA D. MASTELOTTO9Comm1SWon #1034124 Wr CPS1 Notary Public®utte County,CalBomlaSigna ���My commissbn Ems. SEPT.16,19 A.P.# 036 —.2yo -06x 1 _ 07/ / NOTE TO RECORDER: DO NOT RECORD THIS SIDE Instructions for recording Agricultural Statement of Acknowledgment: A.A. -1 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. (The description may be handwritten or typed in the space provided or attached on a separate sheet is more space Is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $7.00 - 1st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. (Monday - Friday) t THE LAND REFERRED TO IN THIS INSTRUMENT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I -A• PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 12, 1997, IN BOOK 141 OF MAPS, AT PAGE(S) 96 AND 97. PARCEL I -B• A NON-EXCLUSIVE EASEMENT KNOWN AS EDNA'S WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 1, 1983, IN BOOK 93 OF MAPS, AT PAGE(S) 33. PARCEL I -C• NON-EXCLUSIVE EASEMENTS FOR ROAD AND PUBLIC UTILITY PURPOSES OVER PARCEL 5, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 6, 1981, IN BOOK 81 OF MAPS, AT PAGE(S) 73. PARCEL I -D• A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60 FEET IN WIDTH, BEARING A PORTION OF THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. & M., THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE EASTERLY LINE OF THE OROVILLE WYANDOTTE COUNTY ROAD WITH THE SOUTH LINE OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 36, FROM WHICH POINT A 1 1/2 INCH IRON PIPE WITH LS TAG 2513 MARKING THE SOUTHWEST CORNER OF THE SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 36, BEARS NORTH 89 DEG. 16' 14" WEST, 625.49 FEET; THENCE NORTH 89 DEG. 16' 14" EAST ALONG THE SOUTHERLY LINE OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 36, A DISTANCE OF 126.00 FEET; THENCE NORTH 62 DEG. 51' 14" EAST, 202.00 FEET; THENCE NORTH 36 DEG. 19' 1411 EAST, 148.00 FEET; THENCE NORTH 18 DEG. 30' 14" EAST, 197.00 FEET; THENCE NORTH 27 DEG. 35' 14" EAST, 77.00 FEET; THENCE NORTH 80 DEG. 21' 11" EAST, 240.00 FEET TO A POINT ON THE WEST LINE OF THE LAND DESCRIBED IN THE DEED TO EDWIN RUDOLPH DOLDER, DATED APRIL 25, 1962 AND RECORDED MAY 7, 1962, IN BOOK 1178, PAGE 636, OFFICIAL RECORDS. EXCEPTING THEREFROM ALL THAT PORTION OF SAID RIGHT OF WAY LINING WITHIN THE BOUNDARIES OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. & M. LAND DEVELOPMENT BUILDING / ENVIRON ENTAL HEALTH - PERMIT CLEARANCE Building PemitNo. OWNERS � /� A.P. NAME: 'I .Pta&)d lZ �L�1 NUMBER: 0 3� - O yo -G X002 PRINT LAST NAME FIRST �Q % ADDRESS/ LOCATION: COUNTY ZONING FLOOD ZONE: � /w FLOOD MAP: oo p APPROVED: CONDITIONALLY APPROVED: V RESOLVE PROBLEM PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: LEGAL ACCESS PROVIDED: \ YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: COMMENTS/CONDITIONS: DEED REFERENCE: LEGAL ACCESS REQUIRED: YES NO YES NO MAP INFORMATION: l DATE OF RECORDING / Z LOT 2 BOOK I I PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to 'B.' Meet "parcel'size required by'zone. + C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DMS/ON UNLESS OTHERWJSENOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of. $ to Battalion Number of the Butte County Fire Department. _ 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. —9. Connect to a public sewer system. X 10. Automatic fire suppression sprinkler systems shall be.installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 130, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. (�E� FO F1 30NDc-C-1`oN--S 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of S 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of S as stated in the Oroville Area Traffic Mitigation Fee Agreement. Pgymeot to be made to the Pbmdog Dh sAwL _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _.16. Deer Mitigation fees are to be paid, .if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions. of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. -750-00 22. YA re- r n < leers —23. -.Zoo. no �trc Tender' Fc /'3alfa./i on Zo 25. 26. 'Na 1N3Wd013A3a aNt/1 311f)8 10 ti1Nf100 - 8661.£ 1 ddb MN3330 LD 5197 PR#ECT PROCESSING R*ORD APPLICANT: Co I eA d' Ca rol IaAA�ari PERMIT #: A. P. #: WORK DESCRIPTION: _DATE DESCRIP'T'ION OF STEP 5 A t� I ee�'. J - :chi 23 A May 11, 1998 f Glen and Carolyn Dawson 4068 Edna's Way Oroville, CA 95965 Re: Application and Permit Fee AP# With reference to the above subject, [X] Plan Check List [ ] Red Marked Calculations- Red alculationsRed Marked Plans [ ] Other Action Required: is: Permit # 98-0715 & 98-0716 [X] Comply with PI Check List [ ] Resubmit Pla with Revisions As Required ( ] Return All riginal Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Martha Whitney utte ount LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Glen and Carolyn Dawson 4068 Edna's Way Oroville, CA 95965 Re: Application and Permit Fee AP# With reference to the above subject, [X] Plan Check List [ ] Red Marked Calculations- Red alculationsRed Marked Plans [ ] Other Action Required: is: Permit # 98-0715 & 98-0716 [X] Comply with PI Check List [ ] Resubmit Pla with Revisions As Required ( ] Return All riginal Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Martha Whitney :7 Permit Applicant: Dawson Assessor Parcel Number: 036-240-062 i. Permit Number: 98-0715 Date: 5-11-98 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Plot plan shall indicate cul-de-sac including set backs. Plot plans shall indicate direction the building is facing. Show location of garage door and front door of house. 2. Provide a floor plan - drawn to 1/4" per foot scale showing location of bracing per Sec 2326.11.3 of the UBC. Braced panels less than 4 feet must meet requirements of Sec 2326.11.4 including a maximum height of 10' and minimum width of 2'8". Interior bracing is required at a maximum of 34 feet on center. If your building cannot meet the minimum requirements of the UBC for bracing a lateral analysis of the structure will be required. Lateral analysis must be provided by a registered professional. 3. Foundation stemwall can be a maximum of 4 feet from bottom of footing to top of wall. Since you have given approximate measures you should know before building that if they exceed 4 feet engineering will be required. If there is any question that they will exceed 4 feet please address at plan check. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Friday. Martha Whitney • Permit Applicant: Glen and Carolyn Dawson Assessor Parcel Number: 036-240-062 •. Permit Number: 98-0716 Date: 5-I1-98 The above referenced building plans were received by this office- Provide additional information and/or make revisions to plans, specifications and calculations as follows: �! Plot plan to indicate cul-de-sac including set backs. Plot plans shall indicate dkwtion the building is facing. Show location of garage door and front door of house. Provide full plans for decks including size of all members - posts, beams joists. Detail all connections of all members. Decks were not charged on permit application. Provide size of all deck areas. Clearly show which decks are covered - which are not. Southeast corner of house is not braced per code for the following reasons. Lower level - not braced with 8 feet of the end of the wall Sec 2326.11.4 UBC. Upper level has a braced wall panel which is more than a foot over an opening below - See Sec 2326.5.4.3 UBC_ A lateral analysis will be required for this area of building. In additon show required bracing on plan for the rest of lower level including interior bracing. Provide Series number on TJI's - floor joists. Provide size of glu-lam beam under floor joist. Provide side of garage door header. Provide size for girders under floor joists. Provide construction details on plans for stairways - rise and run head room and footing. Habitable rooms shall not be less than 7 feet in any direction. Sewing room is too small. Interior wall between this room land music room must be eliminated. In addition dimension on rooms are not accurate. They must be drawn to scale and dimensioned correctly. /r -n e-/-0rev; e,�v a,?d o-.,, �vu.a Ar ooh e�-o-ct,c.�u►�co . If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4.00 P.M., Monday through Friday. Martha Whitney 61 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -IR ProjeciI -title.......... DAWSON HOME Date........ 04/22/98 Project Address........ 90 DANDYS PLACEenn, a�a� � •� a�a� � --- --------- OF:OV TLLE *v4.50* Documentation Author... .WILLIAM H. FOX Bui`.ldin Permit FoxCompany � �7.&. 3995 Olive Hwy, Flan .:heck: / Date Or ov i l l e . CA 95966 91b-JJ.,3 • I30 1 Field (heck:/ Date Climate Zon.e........... 11 --------------------- Compliance Method....... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. M I ► F'OPAS4 v4.50 File-DAW 15005 Wt h-C:T Z 1 1 S92 Program -FORM CF -1R User #-MF' 180'3 User -Fox Company Run-DAW 15005 ------------------------------------------------------------------------------- GENERAL INFORMATION --------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building .Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type... . Glazing Percentage......... Average Glazing U -value.... 1500 sf Single Family Detached New Front Facing 180 deg (S) 1 1 Raised Floor 15.7 % of floor area 0.53 Btu/hr-sf-F BUILDING SHELL INSULATION Compcnent Frame Cavity ------------------------- Sheathing Insul Assembly Type Type R -value F: -•value F: -value U -value Location/Comments Wall Wood R-17.8 R-0 R-17.8 0.065 outside, Outside Roof Wood R-11 R-19 N-30 0.031 Attic Door n / a R-0 F: -n / a F:-0 0.330 Solid Wood Door n / a F.-0 F. -n / a N -.-O 0.330 Solid Wood Floor Wood F:-19 R-0 R"19 0.037 FloorE t Wood N-19 R-0 R-19 0.048 FENESTRATION # of Interior Over - Area U•-- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Front (S) 20.0 0.540 2 Drapes.Std Nene Yes Vinyl Window Front (S) 12.0 0.540 2 Drapes.Std Nene Yes Vinyl Window Front (S) 4.0 0.540 2 Drapes.Std Nene Yes Vinyl .Window Front (S) 15.0 0.540 2 Drapes.Std None Yes Vinyl Window Left (W) 20.0 0.540 2 Drapes.Std None None Vinyl Window Left (W) 12.0 0.540 2 Drapes.Std Nene None Vinyl Window Back (N) 12.0 0.540 2 Drapes.Std None Yes Vinyl. Doer Back: (N) 40.0 0.510 2 Drapes.Std Nene Yes Vinyl Windy �w Bai=t:: (N) 20..0 0.540 2 Drapes. Std None Yes Vinyl Window Fright (E) 20.0 0.540 2 Drapes.Std Nene N'-' e Vinyl Window Fright (E) 20.0 0.540 2 Drapes.Std Nc �ti ��� r Vinyl Window Right (F-) 20.0 0.540 2 Drapes.Std None N• i yl Window Fright (E) 20.0 0.540 2 Drapes.Std EKARIANSI V CERTIFICATE OF COMPLIANCE: RESIDENTIAL: Fuge 2 CF -IR Project Title.......... DAWSON HOME —Date ......... 04/22/98 MICROPAS4 v4.50 File-DAW15005 Wth-C:T7-11S92 Program -FORM OF71R User#-MP1809 User -Fox Company Run-DAW1500S -------------------------------------------------------------------------------- HVAC: SYSTEMS r Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Furnace 0.800 AFUE Attic R-4.2 Setback ACSplit 10.00 SEER Attic R-4.2 Setback Tank: Type Heater Type ----------- Storage Cas is WATER HEATING SYSTEMS --------------------- Number Tank: in Energy Size Distribution Type System Factor (gal) ------------------- ---------------• ------ Standard 1 0.62 EF 40 SPECIAL FEATURES/REMARKS ------------------------ External Insulation R7val ue R-0 EMJTTV[.:t camTy glyZG � fk XEN CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF --1R Project Title........... DAWSON HOME Date........ 04/22/98 M I C ROPAS4 v4.50 File•-DAW 1500S Wt h -G'1" Z 11 S92 Program --FORM CF -1R User#-MP1809 User -Fox. Company Faun-DAW1500S ----------------------------------------------------------------------------------------a COMPLIANCE STATEMENT Fhis certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to* implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER: Name.... WILLIAM DAWSON Company. WILLIAM DAWSON Address. 508945 STONE ND. SUSANV I LLE CA. 96130 Phone... 530-825-3267 License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... _ Agency. . Signed.. (date) DOCUMENTATION AUTHOR Name.... WILLIAM H. FOX Company. Fox Company Address. 3995 Olive Hwy. Or o iv i 1 1 e, CA 95966 Phone.. '316--533-2730 BUTTE =1 PON BUIL.; MANDATORY MEASURES CHECK I ST : RESIDENTIAL Page i MF -1R Pr o.j ec't Title ........... DAWSON HOME Date ........ 04/22/98 Project Address......... 90 DANDYS. PLACE Documentation Author �r .. . OROVILLE WILLIAM H. FOX Fox Company 3995 Olive Hwy. Or ov i 1 l e, CA 959E6 916-533-2730 *v4.50* Building Permit # Plan Check / Date Field Check:/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. M I C:ROPAS4 v4.50 File-DAW 15005 Wt h-C:.TZ 11 S92 Program -FORM MF -IR User #-MP 180'3 User -Fox �x Company Run-DAW 15005 ------------------------------------------------------------------------------- Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum -component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES. Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(0): .Minimum P..-13 wall insulation in framed walls (does not apply to exterior mass walls). _ *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation •- water absorption rate no greater �- than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC: quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doers and windows between conditioned and unconditioned spaces designed to•limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. _ 150(8): Vapor barriers.mandatory in Climate Zones 14 and 16 only. '150(f): Special infiltration barrier installed to comply with Sec. 151 meets C:EC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control BUTTE 0 WNY 2. No continuous burning gas pilots allowed. ` MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -IR Project Title.......... DAWSON HOME - Date........ 04/22/98 M I CROFAS4 v4.50 F i l e-DAW 1500S Wt h -i :T Z 1 1 S92 Program -FORM MF -IR It User #-MP 1809 User -Fox Company y Run-DAW 15005 --------------------------------------------------------------------------------- SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110•-13: HVAC equipment., water heaters, showerheads and faucets certified by the CEi= . 150(i)i Setback thermostat on all applicable heating systems. 150(i): Pipe and Tank: insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-1' or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank:, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank.. *150(m) : Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving c=onditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment .1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switc=h. _ 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot :: 150 Stu/hr.). LIGHTING MEASURES Design- Enforce- er ment 150(k:): 40 .lumens/watt or greater for general lighting in kitchens and roams with water closets; and recessed ceiling fixtures IC (insulation cover) approved. 'TTE COMPUTER METHOD SUMMARY Fuge 1 C: -2f Project Title........... DAWSON HOME Date........ 04/22/98 Project Address......... 90 DANDYS PLACE ----_-------_ -----.•---_-_.-_. OROV I LLE *v4.50* Documentation Author... WILLIAM H. FOX Building Permit # Fox Company 3995 Olive Hwy. 1 Plan c=heck / Date Or ov i l l e, CA 95966 f .--` 11 915--533-2730 1 Field Check/ Dat e Climate Zone........... 11 --.--------__-----__------ Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. M I CROPAS4 v4.50 F i 1 e--DAW 15005 Wt h -i= T Z 11 S9 Program -FORM is -2R User#-MP180' User -Fox Company Faun-DAW1500S ------------------------------------------------------------------------------- MI►: ROPAS4 ENERGY USE SUMMARY - Energy Use Standard Proposed Compliance = - (,Btu/sf-yr) Design Design Margin - - Space Heating.......... 13.37 12.99 9 0.38 - Space Cooling.......... 14.77 13.85 0.92 - := Water Heating.......... 14.18 13.18 1.00 - - Total 42.32 40.02 2.30 = - *# Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 1500 sf Building Type.. ............ Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 180 deg (S:) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... R6ducedYear Floor Construction Type.... Number of Building Zones ... Conditioned Volume......... Footprint Area ............. Ground Floor Area......... . Slab -On -trade Area......... Glazing Percentage......... Average Glazing U --value.... Average Ceiling Hei.ght..... Raised Floor 1 1 790 c f 1500 sf 735 sf 0 sf 15.7 % of floor area 0.53 Btu/hr-sf-F 8.5 ft ' COMPUTER METHOD SUMMARY Page 2 C -2R =============================================================================== Project Title.......... DAWSON HOME Date........ 04/22/98 | '' MICROPAS4 v4.50 File-DAW1500S Wth-CTZ11S92 Program -FORM C -2R | | User#-MP1809 User -Fox Company Run-DAW1500S | _______________________________________________________________________________ - BUILDING ZONE INFORMATION _________________________ ' Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) HOUSE Residence 1500 12790 1.00 Yes Setback 2.0 n/a Form 3 Location/ Reference Comments ____________ ________________ W.19.2X6.16 W.19.2X6.16 W.19.2X6.16 W.19.2X6.16 R.30.2X4.24 None None FC.19.2X8.16 FX. 19.2X8.16 FENESTRATION SURFACES 0.88 0.78 # of OPAQUE _______________ SURFACES 0.78 Drapes.Std Area U- Insul Act Solar Surface ______________ (sf) ______ value _____ R-val Azm ___ Tilt Gains ____ HOUSE Type value _____ HOUSE ----- ____ 1 Wall 329 0.065 17.8 180 90 Yes 2 Wall 188 0.065 17.8 270 90 Yes 3 Wall 328 0.065 17.8 0 90 Yes 4 Wall 441 0.065 17.8 90 90 Yes 5 Roof 1500 0.031 30 n/a 0 Yes 6 Door 20 0.330 0 180 90 Yes 7 Door 20 0.330 0 270 90 Yes 8 Floor 735 0.037 19 n/a 0 No 9 FloorExt 765 0.048 19 n/a 0 No Form 3 Location/ Reference Comments ____________ ________________ W.19.2X6.16 W.19.2X6.16 W.19.2X6.16 W.19.2X6.16 R.30.2X4.24 None None FC.19.2X8.16 FX. 19.2X8.16 FENESTRATION SURFACES outside Outside Outside Outside Attic Solid Wood Solid Wood SC Sc Interior Glass Int Shading/ Tlt Only Shade Description ___ ____ ____ _______________ 90 0.88 0.78 # of 90 Vent 0.78 Drapes.Std 90 0.88 Area Pan- Frame Open U- ` Act Surface ___________ (sf) es Type Type value Azm HOUSE _____ ____ _________ ______ _____ --- 1 Window 20.0 2 Vinyl Slider 0.540 180 2 Window 12.0 2 Vinyl Slider 0.540 180 3 Window, 4.0 2 Vinyl Slider 0.540 180 4 Window 15.0 2 Vinyl Slider 0.540 180 5 Window 20.0 2 Vinyl Slider 0.540 270 6 Window 12.0 2 Vinyl Slider 0.540 270 7 Window 12.0 2 Vinyl Slider 0.540 0 8 Door 40.0 2 Vinyl Slider 0.510 0 9 Window 20.0 2 Vinyl Slider 0.540 0 10 Window 20.0 2 Vinyl Slider 0.540 90 11 Window 20.0 2 Vinyl Slider 0.540 90 12 Window 20.0 2 Vinyl Slider 0.540 90 13 Window 20.0 2 Vinyl Slider 0.540 90 outside Outside Outside Outside Attic Solid Wood Solid Wood SC Sc Interior Glass Int Shading/ Tlt Only Shade Description ___ ____ ____ _______________ 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std- 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std ������������=&�� COMPUTER METHOD SUMMARY Page 3 C --2R Project Title........... DAWSON HOME Date........ 04/22/98 M I i_ ROPAS4 v4.50 Fi 1 e-DAW 1500S Wt h -i_ T Z 1 1 S9 F'r ogr am-FCIf�:M i=:-' f� User#-MF'1809 User -Fox Company Run--DAW1500S OVERHAN3S AND SIDE.FINS System Type HOUSE Furnace AC:Spl it HVAC: SYSTEMS ------------ M i n.1 mum Duc t Duc t Duct Efficiency Location R -value Efficiency 0.800 AFUE Attic 10.00 SEER Attic WATER HEATING SYSTEMS R-4.2 0.830 R-4. 2 0.810 Number Tank: External in Energy Size Insulation Tank: Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage !gas Standard 1 0.62 40 R-0 SPECIAL FEATURES/REMARKS EwT N *� ' V L 8 L ;�P: i ---Wi.ndow-- ------Overhang------- ---Left Fin--- ---Right Fin ----- Area Left .Rght Surfac.e (sf) Hght Wdth Dpt.h. Hght Ext Ext Ext Dpth. Hght Ext Dpth Hght HOUSE. I Window 20.0 4..0 5.0. 11.5 0 n/a n./a n/a n/a n/a n/a n/a n/a 2 Window 12.0 3.0 4.0 11..5 0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 4.0 2.0 2.0 11.5 .0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 15.0 3.0 5.0 11.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 12.0 3.0 4.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Dior 40.0 6.67 6.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 20.0 4.0 5.0 2. 0- 0 n/a n/a n/a n/a n/a n/a n/a n/a System Type HOUSE Furnace AC:Spl it HVAC: SYSTEMS ------------ M i n.1 mum Duc t Duc t Duct Efficiency Location R -value Efficiency 0.800 AFUE Attic 10.00 SEER Attic WATER HEATING SYSTEMS R-4.2 0.830 R-4. 2 0.810 Number Tank: External in Energy Size Insulation Tank: Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage !gas Standard 1 0.62 40 R-0 SPECIAL FEATURES/REMARKS EwT N *� ' V L 8 L ;�P: i d c HVAC: SIZING Page 1 HVAC: Project Title.......... DAWSON HOME Date........ 04/22/98 Project Address ........ 90 DANDYS PLACE ---_-------__- --__---_.-_ OROV I LLE -*v4.50* Documentation Authcrr... WILLIAM H. FOX 1 Building Permit # Fox x Company ' ----- 3995 Olive Hwy. 1 Plan Check: / Date Or civ i 1 1 e, CA 95966 -------- 916-533-2730 1 Field Check/ Date Climate Zone........... 11 _._____.___•--•--____._____._.--•--_-_-- Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc.. M I C ROPAS4 v4.50 F i l e-DAW 1500S Wt h -CT Z 11 S92 Program -HVAC SIZING User #--MP 1809 User -Fox Company Run-DAW 15005 ---------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation .......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Desi.gn...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Lead Fraction....... 1500 sf 17'0 c f Front Facing OROVILLE - 39.5 degrees 30 F - 70 F" 104 F 78 F 37 F Yes No Yes 0.30 HEATING AND COOLING LOAD SUMMARY --------------------------------- 180 deg (S) Sensible Lead .................... Latent Lead ...................... MI n i mum Total Lead 22666 n/a 0 6216 2666 26937 Note: The .loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flaw requirements, outdoor design temperatures, coil sizing, availability of equipment, oversi.zing safety margin, etc., must also be considered. It is the HVAC: designer's responsibility to consider all facto- ,when WQ}iecting the HVAC equipment. , t It �`��"� Heating Cooling Description (Btuh) (Btuh)- Opaque Conduction and Solar ...... 8303 5063 Glazing Conduct ion ............... 5028 3:268 Glazing Solar .................... n/a 5868 Infiltration ..................... 7:275 2987 Internal Gain .................... n/a 1650 Ducts ............................ 2061 1884 Sensible Lead .................... Latent Lead ...................... MI n i mum Total Lead 22666 n/a 0 6216 2666 26937 Note: The .loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flaw requirements, outdoor design temperatures, coil sizing, availability of equipment, oversi.zing safety margin, etc., must also be considered. It is the HVAC: designer's responsibility to consider all facto- ,when WQ}iecting the HVAC equipment. , t It �`��"� LONGFELLow LUMBER CO. ■ Quality Truss Design Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (530) 893-0112 o FAX (530) 893-0140 Customer: \�� G..w S (b�1 Job No: Address: AP# N Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 V.11 Uri NOW • Timber Products InsIxction,�Irtc. -:' P.O. Box 20455{;`•.° r ♦i J Portland, OR 9722OM- (503) , (503) 254-0204 `�'� � ' >-• �8 -o i o7/CP LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor. Systems (800)678-0112 (530) 893-0112 • FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control. program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need. additional inforrnalion. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment, fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. w k 0 4 C f� w k 0 0 I 1'L 13 GABLE EIA) UE'TA 1 L S I RCINGBACK (NAIL 10 LEDGER 12' O.C.) (BRACED AT 55' O.C.) BRACE A35 LEDGER (NAIL H3(K ) 10 VERTICAL W/2-I0d NAILS) GAUL (K) SPACING FOR H3 = 56.0' O.C. REFER. TO S01PSON CATALOG C-9411-1 FOR PRODUCT ATIACMEN1 SPECIFICATION (ATTACH A35 IN FI DIRECTION IPI) (N) IT . C MAX I (SI) (M) 2X4 F.L. OR H.F. 12 OR / BIR STP.ONGBACK BRACE \SI )`•\ \ IPI ) PEAK PLATE TD MA ICH COMMON TRUSSES. (SI I SPLICE PLATE 10 HATCH CCTNFON TRUSSES. (HI) HEEL PLATE 10 MATCH COwON TRUSSES. (0) GPTIOT 10 WEB F1 -01111i: USE (3)-2' VIRE STARES (0.072 OIA./15 GA.) IDENAILEO THRU CHORO INTO WEB 6 TFRU WEB INTO CHORD OM! ONE FACE FOR A TOTAL OF 6 STARES. (PI), (SI ) L (HI ) MUST BE PLATED. (G) GABLE ETD OESIOI BASED 011 75HPH WIND LOAD. EXPOSURE 'B' AT 0-25 FT. MEAN HEIGHT. ROOF MATERIAL-, I-,— '6 '6 - 10d CUMFON BLOCK NAILS OIJIL13OKER DIAGONAL •GAELS ENOCEBRACE NAILSA415 EACH E10 2X LEDGER r�' IINCOMON /II TRUSSES STRONGBACK (M) GRACED AT 55' O.C. (C) IX4 CONTINUOUS LATERAL BRACING FOR BRACE (S1RONGBACK 1 72'. ATTACH AT MI W/2 -9d (COMMON NAI 24 NOTE: CHORDS TO BE 2X4 FIR -LARCH 02 MIN. NATE: THIS DETAIL NAY BE USED FOR IRUSSES WIT!( PITCHED B.C. ALSO. PLATE MAX. WEB LENGTH MAX. LENGTW— W/ STROIGBACK BRACE (S) STANDARD 2X4• 0-1-0 3x4• 1 13-6-0 r CD 112 OUTLOOKER CRITERIA 3.5' MAX. TVP. ADM( / IT 24' D.C. 1.5' MAX, I 12' MIN 24' MAX 2X4 F.L. LUMBER GRADES MAX. LENGTH( WITHGUT BRACING (11) MAX. LENGTW— W/ STROIGBACK BRACE (S) STANDARD 5 -II -0 II -10-0 REF DATE 10/31/94- DRW CDT 12 —ENG PBCC0104CIORS DUR. FAC. 1.15 -IPI - 111153 PIAT[ INgHllUlf. 1415 - 1001 NAIIOHAL DESIGN SPICIFICAII011 (On WOOD CONSIOUCIIDH SPACING AI 7-9-0 15-6-0 11 6 BETTEP. 7-9-0 15-6-0 SCALE - 0.2500 0 0 0 0 0 o OACM�C=3 � o 0 O= O O o O NNIMPORTANTHWLP"" E1"w"AEO Pn0O10f• INC- SMALL NOT BE RESPOMIBLE FOR ANY DEVIATION FROM THIS DESIGN OP THESE SPECIFICATIONS, OR ANY FAILURE 10 BUILD THE I"S iH COWCPJWXE ■IIH O510S BY IPI. ALPINE CONECTORS APE "ACE OF 300A QALY. STEEL HEEIINO ASIN A4AS GA B EXCEPT AS NOTED. APPLY C011(CTOns t0 EACH FACE OF rwss "a'Its O'l—Iu Lx•IEo w nns °[slat ros"ION PER DRANIIcs p0. 100 E ISOA'F. DESIGN SIANDAPOS CONIdIW M/APRIUBLE PnoVblor/s OF TOS E IPI. AN UOIIEER'f SIAL ON THIS OAAWIHO APPLIES 10 ITE COWOH[NI OE►ICI[° HERE IN OKAY, ANO SHALL NOT SE P[LIIO UPON IN ANF 011<R WAY. WARNINGIr"�°E"iE0°"� EX'R'K c`"E IN NANDLINO. EPEC(ION AND BRACING. SEE NIS -01 OY IPI. SEEuHS TIES1c FOR ADDITIONAL SPECIAL PERMANENTRCIo OUIRfNEHIS. IALCSS OIIErMISE 1,..CAIED. CHORD SHALL OE LATERALLY BRACED SII" P a ►IIApED 0./MOoo 71EA/NINO, BDI1w CI 11L' WITH PROPERLY AIIACIEO PI010 CSILING -- Efb. ALPINE IECISIICAL IIPOAIE 11/1/011 FOP ORIWALL APPLICATION. FUnrllbll A COPY OF IM 0[SIGN IO 11E IRUSs creclIw CONIPACID". [r ESS' A � L) 1= � G 3945o EER 6109)o V Arl el IL 7t FF- G1. OQ' TC LL 30.0 PSF TC DL 15;0 PSF EIC DL 5,0 PSF EIC LL PSF TOT, LO. 50.0' PSF REF DATE 10/31/94- DRW CDT 12 —ENG PBCC0104CIORS DUR. FAC. 1.15 -IPI - 111153 PIAT[ INgHllUlf. 1415 - 1001 NAIIOHAL DESIGN SPICIFICAII011 (On WOOD CONSIOUCIIDH SPACING m (DAWSON-BILL DAMSON - T3 30' COHH) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L g1 WEBS 2x4 DF -L Standard 01 PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE I6 -B -SPECIAL LOADS (1994 UBC). ?HIS Wit PREPARED FROH COMPUTER IRPUT (LOADS 5 DIMINSI011S) =)IITTED OY TOSS HFR. ROOF OVERMAN& DESIGNED FOR A 12.00 PSF SOFFIT LOAD. THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ONLY. DO NOT USE WITH PLASTER CEILING. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5362. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00. O.C. MUST BE PROPERLY ATTACKED TO THE BOTTOM CHORD. W5X4 w T I 114A-t—n"^"� 134X4 (A2) $ W4X4 (A2) MSsm 12.D_p 1 T -O -O 15-0-o I_ 15-0-0 30-0-0 Over 2 Support- R-1232 W-3.6' R-1232 W-3.5' F'L1 ITC. WdYC ISL -`J7 R altar n v. � tea:■ ■w. gra .+ ARRIWP T 1 RMI w IS Iu NA�musR. aiP►IRR Iu IIA Aro SIACI . REFER 10 "39.91 (IAIRIHO IN/thtLL14 AIS MAC["). PPwlt"ta 1Y rP3 (TIVAK !LATE IL 1"I1TDlt. RS! $*Innis CA.. STItt TDD, RRRlwa. III a3m). Fol[ "PITT PRACIIctt ►tick to Pwato W Tutu flull"S. 1"113, OTHIAHSt IRDICUM. to CRD" SHALL am MUM ASIACTES •ga STRUCTURAL MALS. 6411011 tmiR SHALL lATE A PAOPILLT ATTACKS RIOIS Cl/LINS. MO •IRnW— F91111331 COT GF fats OtSIU TO fK f/SW1AT901 COUNACt01. ALPIK CRANKEDcum IRI09n. IIG, SMALL NOT It RESPORS3ri1 FG2 ANY KYGTI9! FRAM TRS IISIM; ART fAMM to ,�� -A4z-- O19to IK1Ugp TIt tommatict MITI TPI: R FAS3tATIAL IAIDLIta S19P►R0. 16S ALIM AND ItAcils OF IRRSat. THIS Kstar C13ou t "ITR AMIURLC PROPISIOU tP Not Imma•AL Design MC(n"TI" PUiLlmrc9 IV TK AMDIMCAN MUST AND PAPER ASSMA91WO ARD »I. ALPINE mutt l ARL MICE Of 20EA ASTR A143 1110 CALT. StE'L. MDT AS NOTED. APR! Co13ECTORe To Elco Mct or 110$3. ►NT 9RUS1 olaalllEE LOCAT(D 09 1092 IEURI. POSITION C44KCTDIS FER OlAM1l03 W A•E. TNt tilt 00 TIII! ISA1tN IdIGf[S AStCPT1RC[ 4F ►Soti23tolAl tICDIEOItR 4I5/0036IIITT SOUNY FCA TIF TUS3 CODftttlT 013163 LIORL 13T UKTASILITT AND US OF THIS ,��� cm D EIT FOR Alf ►A1T9COIAR 1UILD9M 14 IRE RESPOSSIOILITt of CRI 9.ILDIMO CESIUM PER IStlfip I•T/lt SECStce T. _--- +-0-0 AP VIED CA - 1 - - F Scm7e -.1875"/Ft TC LL 16.0 PSF REF R427--65931 TC OL 10.0 PSF DATE 04/22/98 BC OL 10.0 PSF DRW CAMM27 981120V BC LL 0.0 PSF CA -ENG AMW/CWC TOT.LD. 36.0 PSF MR - 24526 OUR.FAC. 1.25 FROM MO SPACING 24.0" (DANSON-BILL DAWSON - 72 30' TOP CHORD 2x4 DF -L #1 BOT CHORD 20 DF -L ¢3 WEBS 2X4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W3X8(AI) az THIS DNG PR[PARfO FROM CONFUTER INPUT (LOADS b OltalLSIONS) SUTINETTED BY, TRUSS MFR. ROOF OVERHANG DESIGNED FOR A 12.00 PSf SOFFIT LOAD. COBNECTOR PLATES MUST BE INSTALLED ICI ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 412949 AND ER -5362 - NOT E: R-5362.NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -9 -SPECIAL LOADS 41994 06C). CALCULATED HORIZONTAL MOVEMENT OF 0.12' DUE TO LIVE LOAD AND 0.15" DUE TO DEAD LOAD. N5X4= WZ.5X40 W2.5X4 @ WI .5X4 o W1. 5X4 0 5 r -' 5, W7)(6- - — 9 17X6v --p W2.5X4: 2` W2.5X4 la Me (Al) as I5-0-0 90-0-0 Over 2 Supports. _( R-1232 W-3.5' R-1232 60.3.5' PLT TVP. Wave TPI -95 R Desi Criteria: TPI ST YAININB�' tats uONlu u tur CARE I1 MatwrlaN, NOlIRB` LII1/130. INRTAtL Be AND NtAcm HIM 10 14N-01 INAWLING INSTALLIW AMD ORAC110. tUultRNm R TVI IROU F Alt EVR NltEFOX IF 0,11042:04011 PRESSSSfou.ftUst OTIINIa MICAtII9, TO) DSNALHAI NRSFERLY ATIACH10 STRUCria" IAUl3.=1TON COW BULL NMI AIL A PtOLT ATTAGUM RIGID CIFLIRO. � DWGRTAET" f"IISN A COLT ar ]HIS D63IGI 90 IDL MAMMON 4COSTRA9102. MISS (MOiRIT ID FROW01. fie. SMALL oil a 1130013111E F9t ANT MIAMI FRON TNIS DESIGN: ANT FARYML TO 1u110 lot TRtriES n eRtromMICa NITN T11: OR FMICAFIOG. NAMUINO. EIRt►IS9. INSIALLINS AND NIACIN OF 14113113.INIS Ntslam coortlRi WIN A/FLIOAILE wiOtlttONS OF IDS IMATICIAL. 013I81 WECIrICA1101 tt7 ISM 91 Tot ANSRICAR FR1nS AID FOM A SOLIArlom AND TVI. AUIRE C#MCIDRI ARE MADE OF 10/A ASIN A1N3 C1A0 CARP. STU1. IMWT AS N011&. AP/IT CWAQCTORS TO CACI SACS Or 11053. AID SMl [tl Qio[INIaF lOM1ID t1 1NIS DS3I0R..... L0U1CT011 M Du�IAW Nt A -I. Tat SEAL ON 1115 DRAW= INDICOLS ACC3FUNCf OF PQWP4390UL (N01RCnIfO RSJONal61LITT to aT Fa INS TRUE& c111r01lor ONSIaV zoom. TU Su ETAS a ITT AND on or TKIL Aimee B eeodG►9R Im COMBINE rot Aly DA1llCItAA NO[a0111 It INC H1,1941319911"Dt Tit RUILDIAG IESICAIR. FIR � AMSITTFI )-im "c1I0t I. -Ta 8-0-0 APPROVE-% CAI-111-1-1-lr TC LL 16.0 PSF TC OL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 36.0 PSF DUR.FAC. 1.25 SPACING 24.0' Scale -.1815'/Ft REF R427--65930 DATE 04%22198 DR W CAUSR427 981320" CA -ENG AM14/CNC SEO" - 24523 FROM MD -BILL DAWSON - TS 20' C TOP CHORD 2x4 OF -L #1 80T CHORD 2X4 DF -L *1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER RDS -91 TABLE 7.3.3. THIS DWE: PREPARED FROM COMPUTER IBPUT TOADS A DIHERSIOIIS) SUBMITTED 81 TRUSS MFR. ROOF OVERHANG DESIGNED FOR A 12.00 PSF SOFFIT LOAD. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.R.O. RESEARCH REPORT #2949 AND ER -5352 - NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS 41994 UBC). A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00. O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X4- W2.5X4(Al) A N2.SMA1) - W3X4 - lEx-D.a�l I�r•D-� l 10-0-0 I 10-0-0 _f 20-0-0 Over 2 Supports— R-872 V-3.5' R-872 W-3.6' AlpinHe GPtAT1�Hh� Im RIACIVA. REF(t 10 01941 PAWL116 "MUL110 AM ISA9116). If01ISSID OT lV1 [TRUSS, PLAK E1nTTTUlt. $03 O'OWIN b.. =Hirt 210. NAIISON. MI FSnf). SOX SAFM FRACTifIS MIN 10 ►ERPORNIUO MfSt nUTIOU. IILISS 6rtt2v11E I10)WID. TOP CROAK SMU 009 010Pt1LT ATIACt10 11RUCTMAL PAKLL 007101 CHORD SfALI USE A P10PEIAV ATTACHID RIGID CIR1S0. "IRPONTA41 - fUl@T1S A CYT aF THIS RCSIM 10 TW 111MIL0161 001T0A91`04. ALPItt 11614VE1U1 3amts. IK. VUL Nor It INSFOEStatt ra AIT DETIAT101 Mm 77121 011141: Ari FAtLat TO 30 n1 MOSSEN G COUOWIM VETO vi: Di VAnItATISS. MELING. 811FIItR. PISTALU94 AID MACSf6 T. TRaS1¢. TNI$ MIGN C"4144 1111 ArrilCAltt MWISI0I3 OF IDR INANI6IAL 09310 SKCIFKAII01 POLCIVIO OT THE A1ILNIG1, NUST ARD PAPER A130CLATIO@) AM TPI. ALF91I COtAft"AS All IROS OF HCA ARM A413 040 SET. STEEL. IKWT AS NOTE@. APPtT CORKCrns t0 CACI FAtt OF 7103/, AfO IMSS Ot"IR11rE tGUrr@ 01 To IS OES144. 0431/100 CONNICSOAS HIR 62AM49 LED A3. rat SE" OD THE 1 Ouhilw 310ICAr13 AMPTAICC Of PRWESN CORAL 9BEINEUI4G RCSPORSIIILIIY SUCL1 VOt TRI MOSS C0003111 014160 S30MV. TNS SUITADIIETT AID 09 4F THIS Ca1P0pr rat A1T mitfTCOLAR 1U11011D 11 tit 111FOISE/111IT OF THE 111LDIN4 I12164N. JER ANSI/TPI 1-1SO$ S[CitOl t. 45-0-0 BUTTE- 001"N"TV /a+'L 41 Y�� rr��'� ♦ R a 7°j++ � TC Ll 16.0 PSF � TC DL 20.0 PSF %mss 8C DL 10.0 PSF pal IN Scare-.25'/Ft. REF R427--65929 DATE 04/22/98 DRF! CAUSR427 98112L" CA -ENG ANW/CWC SEAN - 24517 FROM MO 6C LL 0.0 PSF TOT.LD. 36.0 PSF DUR.FAC. 1.25 SPACING 24.0' � TC Ll 16.0 PSF � TC DL 20.0 PSF %mss 8C DL 10.0 PSF pal IN Scare-.25'/Ft. REF R427--65929 DATE 04/22/98 DRF! CAUSR427 98112L" CA -ENG ANW/CWC SEAN - 24517 FROM MO DiEgonal brace also required on end verticals. Tap chcrds that are laterallybracee unbuclle Up to 24' 1 3/12 18' 17 1 12 3/4" to the underside of the lcp chord vken purlions a attached to the 5opside of the fm*�chord Over 24' - 42' : 3/12 1 7' 10 1 6 1-114" 5' Over 42' - 54' i 3/12 1 6' 6 1 4 Over 54' j See a re• :steredpro-ess'onal er ineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir oy 0 ,y rypO eA, �F DiEgonal brace also required on end verticals. Tap chcrds that are laterallybracee unbuclle / togethesand cause collapse if there is °o diago- , notbradng. Diagonal bracing should aenailed 3/4" to the underside of the lcp chord vken purlions a attached to the 5opside of the fm*�chord 2q• MoNo TR�ss . 4• PLJM3 i I Truss DeF1h I D(ir) L c45° 12 —13e0o1r 9" � " All lateral braces lapped at least 2 trusses. Continuous Top Lateral Brace — Required T I 10' or Greater Attachment Required — AWARNING: Failure to follow these recommendations could result in severe personal injury or„damage to trusses or buildings. A 11 1 Lasser cf f ]/50 or Z 1444 Maximum `– Plumb Misplacement Line 12” 11-1., 1 1' 24'• 1/2.. 2' 36" 3/4" 3' 48" 1" 4• 60" 1-114" 5' 96" N �' 8' 10E•" d." 9'. i T ±y; L(in) L(ln) U200 L(ft) 50"4" 1" 4.2' 100" 1 2" 8.3' 150" 3/4" 12.5' L(in) Lesser of U200 or 2" L(in) U200 L(ft) 209' 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT-OF-PLUMBlINSTALL4TION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. li DANGER: Under no circumstances should WARN NG: Do nct cut trusses. construction loads of any description be pla:ed A on unbraced trusses. Frame 6 This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. JA_CAUTION: A CAUTION identifies safe operatirg practices or indicates unsa-e conditions that cou d result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the resporsibMityof the installer(builder, building cor#ractor. licensed contractor. erector or erection contractor) to store, handle, install and brace metal plate connected wood trusses to protect life and property. The instEller must exercise the same high degree of safety awareness as with any other struct;iral material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, instaling and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading _echnical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erectoror erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. AWARNING: A WARNING describes a concitian where failure to follow instructions could rest:ll in TRUSS PLATE INSTITUTE 583 D'Onofri:) Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 truss industry, but must, due to the nature of responsibilities invoivei, be presented as acuide foi the use of a qualified building designer or iutaller. `hus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by builcinoesigners, installers, and others. Ccp-fright © by Truss Plafe Institute, Inc. AH rights reserved. This document or.anI part thereof must nct be reproduced in any form without written perTissic.r: of the publisher. Printed in the United States of America. CAUTION: Alltemporary bracing shouldtenoless than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in acoor- dance with design drawings prior to installation. i.1RUSS,STORAGE _ CAUTION: Trusses should not be unfoadec on rough terrair or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically s tour be A bending and lessen moisture Gain. braced to prevent toppling or tipping. 9 JAWARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- A properly braced. Do not!break bands unti bund les moval to avoid shifting of individual trusses. are placed in a stable horizontal position. WARNING: Do not lift bundled trusses by tt.eDANGER: Walking on trusses which are lying -flat JA bands. Do not use damaged tresses. A is extremely dangerous and should be st6Aly prohibited. Frame 1 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLE Continuous �, TOP CHORD TOP CHORDDIAGONAL BRAC E; :. MINIMUM LATERAL BRACE SPACING (DBS SPAfVI 1 DEPTH SPACING(LBs) #truss. es T Top chords that are laterally braced can buckle SP/DF..,; SPF/N:F Up to 32' 30.. 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLE Continuous �, CHORD'TRUSS: Top Chord :. Lateral Brace Required T Top chords that are laterally braced can buckle togetherandcause collapse iltherei:snodiago- 10° or Greater nalbracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the to;: chord. Attachment Required _ 20'(oa 10Tksses SJ All lateral braces lapped at least two trusses. End diagonals e- ss�ntial for stability and must be duplibateO on both ends of the truss system. =45° �' sy 0 �e 3r% AWARNING Talluretofollowthese recommendations could rest. -t in severer personal injury or damage to trusses or buildin as. " A Top chords that are laterally braced can buckle toge•:herand ca use collapse if there is no diago- nalbracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. r �- /•, ►� . NO Nil Z_Z All lateral braces lapped at least two _ trusses. End diagonals are essen`iai for stability and must be dupli-cate on both ends of the truss system. Frame 5 30° or greater Continuous Top Chord Lateral Brace Required I 10' or Greater Attachment Required - Trusses must have lum- ber oriented in the hori- zontal direction to use this brace .>pacing. WARNING: Do not attach cables, chains, or I A hooks to the web members. Inal,W-03 Tag Line Approximately ApproximatelyTag '/2truss length %truss length Line Truss spans less than 30'. Spreader Bar Toe In Toe In Approximately 1/1 to 7/3 truss length Less than or equal to 60' Tag Line Spreader Bar 1 Toe In Approximately 1/2 to Y3 truss length Less than or equal to 60' Toe In 1AWARNING: Do not lift singletrusses with spans greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set In proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Strongback/ At or above mid -height Tag Tag Line Line 10� Approximately Y3 to 3/, truss length Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of Atrusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Typical horizontal tie member with multiple stakes (HT) Frame 2 Pruss of braced oup of trusses (EB) 12 4 or greater ort�y ° SP - Southern Pin SPF - Spruce -Pine-; Ilr _T. All lateral braces lapped at least 09 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Cioss bracing repeated at each erns of the building and at 20' intervals. WEB EMBER;PLANE" WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28' - 42' 3.0 1 6' 1 9 1 6 Over 42' - 60' 3.0 1 5' 1 5 1 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch i HF - Hem -Fir TOi? CHORD Continuous Top Chord Lateral Brace —� /O .TOP' CHORD s lapped at least 2 MINIMUM LATERAL BRACE SPACING (DBS $PAN' O Top chords that are laterally braced can buckle =45° togetherand cause collapse if there is no diago- are attached to the topside of the top chord. nal bracing. Diagonal bracing should be nailed Attachment to the underside of the top chord when purlins 4/12 are attached to the topside of the top chord. 20 15 WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28' - 42' 3.0 1 6' 1 9 1 6 Over 42' - 60' 3.0 1 5' 1 5 1 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch i HF - Hem -Fir TOi? CHORD Continuous Top Chord Lateral Brace —� Continuous Top Chord .TOP' CHORD DIAGONAL BRACE' lapped at least 2 MINIMUM LATERAL BRACE SPACING (DBS $PAN' PITCH SPACING LB #trusses L are attached to the topside of the top chord. Attachment Up to 32 4/12 81 20 15 Over 32'- 48' 4/12 6' 10 7 Over 48'-60' 1 4/12 5' 6 4 Over 60' 1 See a registered professional engineer WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28' - 42' 3.0 1 6' 1 9 1 6 Over 42' - 60' 3.0 1 5' 1 5 1 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace —� Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required —� trusses. nal bracing. Diagonal bracing should be nailed trusses. 10" or Greater to the underside of the top chord when purlins L are attached to the topside of the top chord. Attachment Attachment Required WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28' - 42' 3.0 1 6' 1 9 1 6 Over 42' - 60' 3.0 1 5' 1 5 1 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace —� Topchords that are laterally braced can buckle ifthereisnodiago- All lateral braces Required togetherandcause collapse lapped at least 2 �— nal bracing. Diagonal bracing should be nailed trusses. 10" or Greater to the underside of the top chord when purlins are attached to the topside of the top chord. Attachment Required ?e. \ss / =45° Frame 3 ti* Topchords that are laterally braced can buckle ifthereisnodiago- gg �� togetherandcause collapse nal bracing. Diagonal bracing should be nailed wry to the underside of the top chord when purlins are attached to the topside of the top chord. r S RESIDENTIAL 9 i 036-240-062 PERMIT#98-0715 DAWSON, Glen & Carolyn PERMIT NO� .90,Dandy'-s.Place, _Oroville New Pri Det Garage d PERMIT EXi-IC OWNER CONTR. ASSESSOR PARCEL LOCATION r Temp. Power Pole t Called PG&E Temp. Elec. Service Called PG&E _ Temp. Gas Ser Called PGE JOB FINALED Signature V=OK - O = Not OK = Not Applicable =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -CAD -Concrete 4. Water, Location:%st-Easement Needed (Sketch) 5. Electricity; location-Clearances-Cmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /VtL / /Nat or/ /Vft/ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance MISCELLANEOUS Date OW:I!, COVERS, CARPORTS, GARAGES: lana OK except #'s 1. ing RequirementsSetbacks-Easements Footings; Soils-Size-Dep"paci tors 3. 'Docks; Girders and/or Joists -Decking -Brady g.Stairs#iails 4. Wood Awn.; Posts-Beams-Ritrs.-Connectors Shthg.-Rfg. Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Elec 8,45ng.; Sils-AnchorsStuds-Rftrs-Trusses !,--S' g; Nailing -Veneer -Stucco -Mesh fO.,Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card -B-1 ate 'Card B-1 Da Card B- Date Card B-1 Date OLS lens exce t #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability. 3. Pool Structure; Steel -Connections -Thickness Dead Men-Linina 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/3 -Circulating Equip. -Heater S. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool LBhtg. Boxes-EWosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. TpsHMater Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 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; Sroe.Spacing-Marriage Line 3. Gas; MH Test OemardValve-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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date OW:I!, COVERS, CARPORTS, GARAGES: lana OK except #'s 1. ing RequirementsSetbacks-Easements Footings; Soils-Size-Dep"paci tors 3. 'Docks; Girders and/or Joists -Decking -Brady g.Stairs#iails 4. Wood Awn.; Posts-Beams-Ritrs.-Connectors Shthg.-Rfg. Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Elec 8,45ng.; Sils-AnchorsStuds-Rftrs-Trusses !,--S' g; Nailing -Veneer -Stucco -Mesh fO.,Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card -B-1 ate 'Card B-1 Da Card B- Date Card B-1 Date OLS lens exce t #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability. 3. Pool Structure; Steel -Connections -Thickness Dead Men-Linina 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/3 -Circulating Equip. -Heater S. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool LBhtg. Boxes-EWosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. TpsHMater Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O= Not OK KtSIUtN I IAL (Single & Duplex) - = Not Applicable = Not Ready !" Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. ZoningSetbacks-Easments-FloodSlope 46. Hangers -Post Caps -Anchors -Connectors -2. Ftg., Main; Soils-Elec. Gmd.-/ P Ftg. Depth 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shfing: Rfng. 3. Ftg. Garage; Soils-Steel-Elec. Gmd/. /" Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ /" Ftg. Depth 5..Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors . 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. - Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground. 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies 15. Access & Ventilation . 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. -Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower,- Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Swi`ches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / /ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disxcnect 32. Equip. Clearances Panels -Motors -Meth. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protectiort-Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54: Stairs; Width-Headroom-Rise-Run-L.anding-Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers ,56. Siding -Nailing Veneer - 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access -58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts '60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings . 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s - 63. Ext Steps -Door & Sidelight Protection -'Landings 64. Smoke Detector ,65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meeh. Protection 66. Bedroom Exiting , .67. G.F.I. & Bath Fixtures & Tub Access -Spa , 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or- Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.FI.)-Ramex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 -- Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT �S- 1 ASSESSOR PARCEL NUMBER 036-940-069 ZONING BUILDING PERMIT OWNER DAWSON GLEN AND CAROLYN TELEPHONE SO. FT. OCC. BUILDING VALUATION 800 14,400.00 OWNER'S MAILING ADDRESS 4068 EDNA'S WAY OROVILLE CONTRACTOR'S NAME OWNER TELEPHONE 30-$25-3267 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Ellin Fee $ 20.00 Permit Fee $ 162.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 90 DANDY'S Ener Plan Checking Fee $ Energy 9 $ PERMIT FEE $ LOT NO. SUBDNIS ION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.8 License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law f e following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ( 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( 8 ACC. BNS. s0 3.5¢FT, NEWCONS9 NON•RESIDT B=0,UTrRS @7.50 POWER APPARATUS SINGLE OUTLET CIR. Ex. Occup. ourLET OR F°cruREs 20 19'.0° BAL @ .50 Ex. Occup. OUTELETS RES D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.0 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of,one hundred dollars ($100) or less.) 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 t provisions. X Date/�/� _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TO AL FEE $ HAZ. D. FEES M FLOOD CDF p EL pp D SSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By aten PERMIT EXPIRES ON �9 efe ReceiptNo. 236638 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT OUtVVTY OF BUTTE'- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95V65,- -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL ER: Proposed Building Use: G Building Inspector: Date: At time of permit application,�I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted-------------------------------7----------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- / engineered truss details and layout in duplicate (required prior to plan review) No faxes! ----------------r= 3 ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $ ---------------------------------------------------------------------------------=--- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- q 1 I Flood elevation certificate. --------------------------------------------- 4. Sanitation and plot plan approval >04k ) Health Department. ❑ 15. City of Chico plumbing permit- --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑ 20. Pre -inspection for required. Request to Building Inspector on 1]21. Contractor's license information. (Number, Name Style, Classification). ---------------------- ------- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). ❑ 24. Letter of signature authorization. ------------------------------------------ ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. ----------- 1126. Letter of intent on building use. -------------------------------------------- El 27. Manufactured Home utility clearance. ------------------------------------- 028. Existing violations and/or expired permits. ------------------------------- 1129. 1143 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: (Date) Whyou is ernut, p o ssllows ❑Mail to owner, n❑M'0 za&f9�to ontractor. CJTelephone' ! and hold for pickup aty�"office. 11 Del' with inspector. Applicant: C �'`�. Date: tCopy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department ❑ er: Date: By: 1. Index permit application forore items numbered: lan Check List 2. Additional items required: 2 tg&— p . lac fo or - Contractor, designer, owner, w of d4dbdke required data by phone, ❑ mail, ❑ Building Division co ter, by ates z& ?8 Contractor, designer, owner, as advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, w_q advised of the aboveuired data by 13 phone, ❑ mail, ❑ Biiil �gD*s* oust , by Date: Plans reviewed by: Date: 5-0 48 Plans approved by: Date: Sets of plans ofi hold & ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. 3A4*4 4�1�•4 d' s- L14 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the or labor and materials for construction of the proposed property improvement : YES NO C3 2• I HAVE �VE NOT C3 signed an application for a building permit for the proposed vrrork, 3. I have contracted with the following person (firm) to provide the proposed construction:.. NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK S i _- SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE: z1 -2M NOTE: This Owner -Builder Verification Is required by Section 198.31 and 19831 of the. California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER I OWNER BUILDER INFORINIATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. if your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply - If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are hot required to be signed by property owners unless they are performing their own work personally. Information about licensed contractprs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. +irely, Vi ira, C.B.O. ,uilding Inspection NOTE: This Owner-Builder,lnformation is required by Section 19830 of the California Health and Safety Code. OVER 0 98027 5-13-98 1 CSF -15" BILL & VI DAWSON MOTORHOME GARAGE P.N. 98-0715 STRUCTURAL DESIGN BUTTE COUNTY GOVERNING CODE 1994 UBC WIND 75 MPH EXPOSURE 'C' CONCRETE - 2000 PSI REBAR #4 - GRADE 60 LUMBER - 2X, 3X, 4X - DF #2 6X - DF #1 NOTE: INSTALL ALL SIMPSON PRODUCTS PER MANUFACTURER RECOMMENDATIONS .2 7 E 31- m �. lvi ®F CAVFO ?L 1y �n - 113 VIS A �1 22-141 50 SHEETS 22-142 100. SHEETS 22-144 200 SHEETS : .I 1 , cr t U)4 WI V�2 ZD' low X13 r; 3/L " p L-'( wTeato(L G4??Md - ��. DiSL "'gyp (AL'S l( A Cc►hv�� (�- c 1111` IrZ�I f (01 4-360 45.6--o-W dot Zo I M 9 �(A-K, -f-0P spL,i 6.= y 'iz l�3s u�Vw4 ls"Wc Wk>4 1�r3 s w3 �� v�3' 5s /1+i'S�_l�_. 77 / 1 z dwo p ,L 4- AOV 13kb toe ="100 pas 30 '7/8 1" SVO aKXd7 S sib 11 Op Mi 'k F vi i f t zo Y — z POI) 6 Ac 7/001, ?,q if . z ��� '��z� �3►5'�5 + �2x�o � is 1:5'2 ut �A FA ld 34 13,5 - °l315 to 5 was i)Asj S6ZO ,JL(ry the BBA Engineering 2060 Park Avenue 'Oroville, CA 95965 (916) 534-1911 SwrcA2 J�Z . 25 Ern = -3 J PC.F Zoo PSI WA1i �c.TOrL = Z f' V, U, = Z (. 6�;)�Z0001 UL N oven,5ti -r As 01 = Zpo° b� 601000 / S 0,1-7 fN%� J5� � �• C� iz'' oG, 1 Project_ BY—Gc, w� Dated 9 Job No 2Po22 Sheet jO of lyr . tort ins,- G� z p.o�' M -4. ?S-A , - 1.4-7 AsZ - O ,c-�5-I — C,) z � 50 2- ".1 BBA Engineering 2060 -Park Avenue ` `Oroville, CA 95965 . -11(916) 534-1911 14O2ti ✓� �. ST, l m > U'`-Dt' I g lC5" MA9 S�t--Aby 0-0018C4,ZsXLI Project By Date "s c5 e- Job No 6 2T Sheet of : I :. . 3BA Engineering Title: GARAGE' X060 Park Avenue De.scr: 6' CONDITION )roville, CA 95966 Page tZ of 15 '916) 534-1911 Job #: 97058 By:CCM Date: 7/18/97 lax (916) 534-0908 -------------------------------------------------------------------------------- RetainPro 3.1(c)1993 File:DAWSON.RPF CANTILEVERED RETAINING WALL DESIGN ' -------------------------------------------------------------------------------- Pg.l of 2 ---------- SOIL DATA ------------- ------ ADDED VERTICAL LOADS -------- Allowable Bearing = 1,500 psf Axial DL on Stem = 249 plf Active Lateral EFP = 30.0 psf Axial LL on Stem = 80 plf ....Slope Active _ 0.0 psf ..Ecc Left of Stem CL = 0.00 in ..Active Press Limit = N/A psf Surcharge over Toe = 0.0 psf Bkfill Slope(0=level)= 0.0:1 Surcharge.over Heel = 0.0 psf -Passive Lateral = 250 pcf Using Surcharge to resist . Soil Density = 120.0 pcf overturning @ -Heel No Soil Ht over Toe = 0.0 in @ Toe No ------ ADDED LATERAL LOADS ------- -------- ADJACENT FOOTING ---------- Lateral Load Acting Vertical load = 0 plf On Stem Above Soil = 0.00 psf ...Ecc. (Toe side +) = 0.00 in Footing Width (perp) = 0.00 ft Add'1 Lateral Load = 0.0 plf Face Top Stem to Ftg. CL= 0.00 ft ...height to stop = 0.00 ft Ftg. Base Above/Below Soil ...height to start = 0.0.0 ft At Wall Face [+/-] = 0.00 ft Footing Type Square ---------------------------- WALL & FOOTING DATA ------------------------- Retained Height = 3.50 ft Toe Width = 0.50 ft Wall Ht.�above soil = 0.50 ft Heel Width = 1.08 ft Total Wall Height = 4.00 ft ------- Key Depth = 7.00 in Total Width = 1.58 ft Key Width = 12.00 in Thickness = 9.00 in Key Dist. to Toe = 0.500 ft ------------------------------- ------------------------------- SUMMARY -------------------------------- Pressure @ Toe = 1,149 psf Factors of Safety: Pressure @ Heel = 0 psf Overturning = 1.91 :1 Allowable Press. _ .1,500 psf Sliding = 1.57 :1 .Eccentricity = 3.65 in Allowable Shear = 76.03 psi Resultant Outside Middle Third 1 -Way Shear @ Toe = 0.9 psi Note: Pv Not Used for Soil Pres. 1 -Way Shear @ Heel = 4.4 psi ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.250 Tot Lateral Force*1.5= 393.8 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 222.2 # Factor of Safety = 1.57 (-)Friction = 189.5 # Add'1 Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ------------------------------ (Using ACI Factors) ---Toe--- --Heel-- f'c = 2,000 psi ACI 9.1 Pressure = 1,642 0 psf Fy = 60,000 psi Mu - Upward = 182 18 ft-# Upward soil pres. used on heel Mu - Downward = 20 125 ft-# -------- Rebar Choices -------- Mu - Design = 162 107 ft-# Toe(bot) Heel(top) One -Way Shear: #4 @Not Reqd in Not Reqd in vu - vn=2(f'c)1/2*.85= 0.92 76.03 4.36 76.03 psi #5 @Not Reqd in Not psi #6 @Not Reqd in Not Reqd in Reqd in Rebar CL To Edge = 3.00 2.50 in #7 @Not Reqd in Not Reqd in Depth to steel = 5.50 6.00 in #8 @Not Reqd in Not Reqd in Ru = Mu/bd^2 = 0.0 0.0 #9 @Not Reqd in Not Reqd in Min. Rebar Ratio = 0.0033 #10 @Not Reqd in Not Reqd in 3BA Engineering Title: GARAGE, 2060 Park Avenue Descr: 6' CONDITION 314 )roville, CA 95966 Page i3 of 15 1916) 534-1911 Job #: 97058 By:CCM Date: 7/18/97 ?ax (916) 534-0908 RetainPro 3.1(c)1993 File:DAWSON.RPF --------------------------------- STEM DESIGN ------=--------------------------- 0.00 (Values shown for concrete stems have been factored) Pg 2 of 2 (- Descending Stem Sections, Highest @ Left -� Stem Construction Data -------------------------- Highest' (use columns from left to right) 0.00 DESIGN HT. ABOVE FTG. ----------------------------------------------- = 4.00 ft WALL TYPE ABOVE HT. :Concrete Thickness (nominal) = 6.00 in Rebar -Size = # 4 0.00 Rebar Spacing = 12.00 in Rebar Placed at Edge DESIGN DATA .............. ...... .......... 0.75 fb/Fb + fa/Fa = 0.000..................... ....... 0.00 Lateral Load @ Design Ht = 0 # MOMENT..... Actual = 0 ft-# Allowable = 3,560 ft-# SHEAR...... Actual = 0.00 psi Allowable = 76.03 psi Embedment Length Req'd = 9.39 0.00 Wall Weight = 75.0 psf Rebar Placed at Depth 'd'= 4.25 in MASONRY DATA ............. ........ ..... 178 f'm ...............................Psi _ Fs = 87 Grouting 87 psi Special Inspection 0 n : Es / Em = Short Term Increase = CONCRETE DATA............ ...... .....................................Psi f�c = 2,000 FY = 60,000 psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- I- Overturning Moments Resisting Moments -� Origin of Force: # ft ft-# # ft ft-# -------- Heel Active Press. = ------ ------------ -------------- 271 1.42 384 Soil over Heel = Toe Active Press. _ Soil over Toe = Sloped -Soil @ Heel = Adjacent Ftg. Load = Surcharge @ Heel = Surcharge @ Toe = Axial Load on Wall = Load @ Proj. Wall = Averaged Stem Wts. _ Earth Behind Stem = Added Lateral Load = Footing Weight = Key Weight = Vert. Componant of = Active Pr ess.------------------ TOTALS = 263 382 --------- --------- Totals used for Soil Pressure, Pv Not Included= 758 729 758 729 244 1.29 314 -8 0.25 -2 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 249 0.75 187 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 p 178 0.79 140 87 1.00 87 0 0.00 0 ess.------------------ TOTALS = 263 382 --------- --------- Totals used for Soil Pressure, Pv Not Included= 758 729 758 729 4 REBAR 12" r) r, VERTICAL 4 REBAR ® 18"(MAX) O.C. HORIZONTAL e i (41) h' a 4'-0„ 1 3'-6" WELL DRAINED GRANULAR BACKFILL 4" PERF. PVC DRAIN TO DAYLIGHT 1.b -- 3" MIN 731 Q�pFESSrp 6" 12" o. ?4578 18 OCIV11. F�Q�eP f CAU RETAINING WALL (TYP.) 1" = 1' I � sips DL= 249.0# LL= 80.0#r Ecc= 0.00in 98027 5-19-98 1 i BILL & VI DAWSON PROPOSED RESIDENCE P.N. 98-0715 STRUCTURAL DESIGN BUTTE COUNTY GOVERNING CODE 1994 UBC WIND 75 MPH EXPOSURE `C' CONCRETE - 2000 PSI REBAR #4 - GRADE 60 LUMBER - 6X - DF #1 GLB - Fb = 2400 PSI 24F - V8 NOTE: INSTALL ALL SIMPSON PRODUCTS PER MANUFACTURER RECOMMENDATIONS I e�0 ESSt q 00 0a�@.�FC� l� r v �A ''� 22-141 50 SHEETS 22-142 100 SHEETS. f ^-PAC 200 SHEETS II il - . ' I I I i ... ' I II II I, f lam' r v �A ''� 22-141 50 SHEETS 22-142 100 SHEETS. f ^-PAC 200 SHEETS II il - . ' I I I i ... ' N Lri if, II (I �I � II il - . ' I I I i ... ' I II II I, N Lri if, 22-141 50 SHEETS 22=142 100 SHEETS HMPAO 22-144. 200 SHEETS Oti. i I { i � I f r , O � " 63 � 1 N 10 ^ � o S' r Gc e cN C _ V 22-141 50 SHEETS 22=142 100 SHEETS HMPAO 22-144. 200 SHEETS Oti. i I { i � I f r , O � " 63 N � o S' x 22-141 50 SHEETS 22=142 100 SHEETS HMPAO 22-144. 200 SHEETS Oti. i I { i � I f r , O � " 63 � � x Gc e cN C J� 22-141 50 SHEETS 22=142 100 SHEETS HMPAO 22-144. 200 SHEETS Oti. i I { i � I f r , O � " 63 98027 5-13-98 BILL & VI DAWSON MOTORHOME GARAGE P.N. 98-0715 STRUCTURAL DESIGN BUTTE COUNTY GOVERNING CODE 1994 UBC WIND 75 MPH . EXPOSURE 'C' CONCRETE - 2000 PSI REBAR #4 - GRADE 60 LUMBER - 2X, 3X, 4X - DF #2 6X - DF #1 NOTE: INSTALL ALL SIMPSON PRODUCTS PER MANUFACTURER RECOMMENDATIONS 1 ort; 15' �i 1 I,D6 A 1,1 *[4,�5 � 1, C.> SO ��S F tS 3/1 - MA IM ' sis 'A N N 1 goo - N t6 N -T N C4 C4 tea^ Z �O n 2 4369 0S,e 112,," PLt,( �46*04\-H-)W; X13 o2 C�12 a� �Z Rv2• mv r I � wr M PAn.,�P spLV lvd C'mmwu @ 'iv l�i3's wVw4 e, IT"Wc Wk>4 5s goo40 )L Q- ='loQ wv �I- 00 —1 par 07 s S S73 4�s� w 43� o lam' till if (v BBA Engineering .2060:Park Avenue Oroville, CA 95965° (916) 534-1911 SwEA2 J= z . 25 EFp = 0 PC -F to' = 2vDOO PSI WAti �TO rL= Z `r � VO r- Z(. V(- L4 L L4 = Cd A5 _0.1. S hn�ti T' l0 0, 06k) As o, 1-7 Project "pAwz o—, By 64 DatesVt S. Job NO -210 Z_2 SheetJO ofd L (� �-2,e,f- Z� Z p.00.�i MiN (al )IAsX&o )(4.zc -4. 25-A s _ 1.4-7 As?- — 0,6,`%5-1 = v t AS � LOZZC¢ ��1C4 BBA Engineering 2060 -Park Avenue Oroville, CA 95965 '(916) 534-1911 4o2iZ.ory ✓> t_ STE�.� > 0.ob►8 Project PPA,, J -So--) . Job No_q6o27 Sheet -LI, of I �.. 3BA Engineering Title: GARAGE - ?060 Park Avenue Descr: 6' CONDITION )roville, CA 95966 Page IZ of l5 (916) 534-1911 Job #: 97058 By:CCM Date: '7/18/97 ?ax (916) 534-0908 --------------------------------------------------------- RetainPro 3.1(c)1993 File:DAWSON.RPF ------------------------- CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 -=-------- SOIL DATA -------------- -- -- - --------------------- ------ ADDED VERTICAL LOADS -------- Allowable Bearing = 1,500 psf Axial DL on -Stem = 249 plf Active Lateral EFP = 30.0 psf Axial LL on Stem _ 80 plf ....Slope Active = 0.0 psf ..Ecc Left of Stem CL = 0.00 in ..Active Press Limit = N/A psf- Surcharge over Toe = 0.0 psf Bkfill Slope(0=level)= 0.0:1 Surcharge over Heel = 0.0 psf Passive Lateral = 250 pcf Using Surcharge to resist Soil Density = 120.0 pcf overturning -@ Heel No Soil Ht over Toe = 0.0 in @ Toe No ------ ADDED LATERAL LOADS ------- -------- ADJACENT FOOTING ---------- Lateral Load Acting Vertical load = 0 plf On Stem Above Soil = 0.00_ psf ...Ecc. (Toe side +) = 0.00 in Footing Width (perp) = 0.00 ft Add'1 Lateral Load = 0.0 plf Face Top Stem to Ftg. CL= 0.00 ft ...height to stop = 0.00 ft Ftg. Base Above/Below Soil ...height to start = 0.00 ft At Wall Face-[+/-] = 0.00 ft Footing Type Square ---------------------------- WALL & FOOTING DATA ------------------------- -Retained Height = 3.50 ft Toe Width = 0.50 ft Wall Ht. above soil = 0.50 ft Heel Width = 1.08 ft Total Wall Height = 4.00 ft ------- Key Depth = 7.00 in Total Width = 1.58 ft Key Width = 12.00 in Thickness = 9.00 in Key Dist. to Toe = 0.500 ft ------------------------------- ------------------------------- SUMMARY -------------------------------- Pressure @ Toe = 1,149.psf Factors of Safety: Pressure @ Heel = 0 psf Overturning = 1.91 :1 Allowable Press. = 1,500 psf Sliding = 1.57 :1 Eccentricity = 3.65 in Allowable Shear = 76.03 psi Resultant Outside Middle Third 1 -Way Shear @ Toe = 0.9 psi Note: Pv Not Used for Soil Pres. 1 -Way Shear @ Heel = 4.4 psi --------------------- SLIDING CHECK ----------------- Ftg/Soil Friction 0.250 Tot Lateral Force*1.5= -393.8 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 222.2 # Factor of Safety = 1.57 (-)Friction = 189.5 # Add'1 Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ------- ; ACI Factors) ---Toe--- --Heel-- f'c = 2,000 psi ACI 9.1 Pressure = 1,642 0 psf Fy = 60,000 psi Mu - Upward = 182 18 ft-# Upward soil pres. used on heel Mu - Downward = 20 125 ft-# -------- Rebar Choices -------- Mu - Design = 162 107 ft-# Toe(bot) Heel(top) One -Way Shear: #4 @Not Reqd in Not Reqd in vu = vn=2(f'c)1/2*.85= 0.92 76.03 4.36 76.03 psi #5 @Not Reqd in Not psi #6 @Not Reqd in Not Reqd Reqd in in Rebar CL To Edge = 3.00 2.50 in #7 @Not Reqd in Not Reqd in Depth to steel = Ru = Mu/bd^2 5.50 6.00 in #8 @Not Reqd in Not Reqd in = Min. Rebar Ratio = 0.0 0.0033 0.0 #9 @Not Reqd in Not #10 @Not Reqd in Reqd in Not Reqd in BBA Engineering Title: GARAGE - 2060 Park Avenue Descr: 6' CONDITION 3roville, CA 95966 Page 1'3 of l5 (916) 534-1911 Job #: 97058 By:CCM Date: 7/18/97 ?ax (916) 534-0908 RetainPro 3.1(c)1993 File:DAWSON.RPF --------------------------------- STEM DESIGN ---------------------------------- (Values shown for concrete stems have been factored) Pg 2 of 2 �- Descending Stem Sections, Highest @ Left -.�. Stem Construction Data Highest (use columns from left to right) DESIGN HT. ABOVE FTG. -------------------------------------------- = 4.00 ft WALL TYPE ABOVE HT. ::Concrete Thickness (nominal). = 6.00 in Rebar Size = # 4 Rebar Spacing = 12.00 in Rebar Placed at Edge DESIGN DATA .............. fb/Fb + fa/Fa ..... = ....................................... 0.000 Lateral Load @ Design Ht = 0 # MOMENT..... Actual = 0 ft-# Allowable = 3,560 ft-# SHEAR...... Actual = 0.00 psi Allowable = 76.03 psi Embedment Length Req'd = 9.39 Wall Weight = 75.0 psf Rebar Placed at Depth 'd'= 4.25 in MASONRY DATA ............. ...... Fs = psi Grouting . psi Special Inspection . n : Es / Em = Short Term Increase = CONCRETE DATA............ ... .2,000.....................................Psi f'c = F1' = 60,000 psi ------------------------- SUMMARY OF FORCES & MOMENTS ----------------------- I- Origin of Force: Overturning Moments Resisting # ft Moments -1 -------- ft-# # ft ft-#. Heel Active Press. _ ------ ------------- ----- 271 1.42 384 --------- Soil over Heel = Toe Active Press. _ Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge @ Heel = Surcharge @ Toe Axial Load on Wall = Load @ Proj. Wall = Averaged Stem Wts. _ Earth Behind Stem = Added.Lateral Load = Footing Weight = Key Weight Vert. Componant of = Active Pre 244 1.29 314 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 249 0.75 187 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 178 87 0 0.79 140 1.00 87 0.00 0 ss .--------- -8 0.25 -2 ------ 382 ----- 758 TOTALS = 263 ------729 --------- --------- -----758 Totals used for Soil Pressure, Pv Not Included= 729 178 87 0 0.79 140 1.00 87 0.00 0 ss .--------- -8 0.25 -2 ------ 382 ----- 758 TOTALS = 263 ------729 --------- --------- -----758 Totals used for Soil Pressure, Pv Not Included= 729 � 411h� 4 REBAR ® 12" O.C. VERTICAL 4 REBAR @ 18"(MAX) O.C. HORIZONTAL 4'-0„ 1 3'- 6' WELL DRAINED GRANULAR BACKFILL 4" PERF. PVC DRAIN TO DAYLIGHT � RETAINING WALL (TYP.) 1 " = 1' DL= 249.0# LL= 80.0#r Ecc= 0.00in 98027 BILL & VI DAWSON PROPOSED RESIDENCE AND MOTORHOME GARAGE P.N. 98-0715 BUTTE COUNTY 5-20-98 We have reviewed the Longfellow Lumber Co., Inc. truss analysis and layout, and in our opinion it is compatible with the Dawson's Building Plans. a RESIDENTIAL PERMIT NO' 036-240-062 PERMIT#98-0730 DAWSON; Glenn & Carolyn PERMITEXI. 90 Dandy's Place, Oroville _ Cont: Fox Company OWNER I Fire Sprinklers/SF 'ASSESSOR PARCEL LOCATION r Ik a CHECKED BY SRA FLOOD CERTIFICATE REQ. T FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY OFFICE COPY Temp. Power Pol Address Called PG&E — i I GAS Temp. Elec. Serve ByDate — � ELECTRIC Called PG&E Meter By Date — Temp. Gas Service Called PG&E JOB FINALED (Date) Signature VOK 0 = Not OK - •=Not ble tReapdy NoMOBILE HOMES', Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer Location-Test-Fall-Ci"oncrete 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures S. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / tVft. / /Nat. or/ /"L"ft./ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Frng.; Sils-AnchorsStuds-Rftrs-Trusses 8. Utility Clearance 9. Siding; Nailing VeneerSh cco-Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test-DemandValve-Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/0 to Grade -HD Approval 5. Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 12. Permanent Foundation Only: License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frng.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing VeneerSh cco-Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards4ns. 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 * = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-Flood-Slope 2. Ftg., Main; Soils-Elec. Gmd. / P Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ p Ftg. Depth 4. Ftg. Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel -Blackouts -Wrapped 6. Stemwalls, Garage; Steel -Blackouts -Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Bo s & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or A[ -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meth. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date = Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Raker Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation-YJa lls-Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.FI.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PERMIT RMIT N . S 0 (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 036-240-062 ZONING BUILDING PERMIT' OWNER GLEN AND CAROLYN DAWSOq TELEPHONE SO. FT. OCC. BUILDING VALUATION 1500@ 1.60 2400 OWNER'S MAILING ADDRESS 4068 EDNA.'S WAY OROVILLE CA 95965 CONTRACTOR'S NAME FOX COMPANY TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER NONE Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER NONE LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 35 10 BUILDING ADDRESS 90 DANDY'S PLACE OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 109.10 IAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF INXDuplex\❑ 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 ❑ OtherXX Describe Work: FIRE SPRINKLERS FOR 98-0716 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service ".A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 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_9wner of the property, or my employees with wages as their sole compensation, ptK do the work, and the structure is not intended or offered for sale. P-1111, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLD.. SO 3.50FT: NEW CONST. MULTI.OUTLET NON•RESID. ANC I cu 97.50 APPARATUs 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 Q 1.00 sAL @ ,50 Ex. Occup. OUTLEEDTSA(RREESID.oEA 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 $ Policy Number (The above sections need not be completed if the permit is for work of a valuation �f one hundred dollars ($100) or less.) a' 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' compen n provisions of section 3700 of the Labor Code, I shall fo co ,ply ose provisions. e X (� Date 3 _ Signature of ApI nt - ❑ Owner ❑ Contractor LJAgent An OSHA permi required for excavations over 5'0" deep and demolition or construction of structures o r 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 109.10 HAZ. _ D. FEES IMP _ FLOOD _ COF PARCEL :_ PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By W(� PERMIT EXPIRES ONWHITE-D.D.S.-B.D. the applicable provisions Resolutions to do work been paid. D� te 7 _ Da Receipt No. 236657 CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT fy 1-�' y 1�M �a''"'f'a'"�.i y,�+c� w .•T'�e,-Tl .r.. Ni »: �� r1 -.. . ,; `0e : I.Cod'eiffY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERIT APPLICATION DAT SHEET OWNER: ASSESSOR PARC ER: 0SG- O - Proposed Building Use: /Sr- Building Inspector: Date: At time of permit applition, I Ivas advised the following data must be a bmittedprior to permit prose sing and/or issuance: /-------------- Date Received By 21 All items have been submitted.----------------------------------------------------------------------- 112. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- 113. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑6. Energy Design Compliance and supporting documentation. ------------------------------------------- 0 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ 118. ---------------------------------------------- ❑8. Hazardous Material Form.--------------------------------------------------------------------------------- ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications ---------- El10. Fees of $---------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule.------- 1112. ------ ❑12. California Department of Forestry plan approval/fees. 1113. Flood elevation certificate. ------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- 1117. -- ❑17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). 020. Pre -inspection Pre -inspection for required. Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). -------------------- 0 22. Workers' Compensation carrier and policy number. ----------------------------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ---------------------- 024. Letter of signature authorization. ----------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ---------------------------------- ❑26. Letter of intent on building use. ------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. ------------------------------------------------------------ ❑28. Existing violations and/or expired permits. ------------------------------------------------------ 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1130. Other: (Date) Zatyou issue the permit process as follows El Mail to owner, OMail tp ntractor. phone �as " P? and hold for pickup at DVtN office. ❑ Deliver with inspector. Applicant ,�� Date: A/',:7 3 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: 42Date:% Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. ALL STRUCTURES AND I OV E R H AIN C S S.: AL L 177 c; A SET FT JQa. FT. CLEAR OFF FOR A 2 FT. EAVE OVERHAV AppROVED Butte County Env rnental He Date - - -----..+r++-. Signature -------- Signature 12 \5- .............. . . ............................ .... &7Z' Z -Mat CV IDXt the lit is unlov,,,r,, Make any ch -5 on tome W; NarK Cnt-41, MOOTE—AR Moferiolls & Wo,kmonsl 1p Sial L Accordance wl;ih Re-cognizedC" ,od Procti and of 0 quzllitY P,-as,:4r od :,cr fh-:) Specified use in f6a Uniform au'"09, PIUMbing & MoAonical Cocivs ood 'he Nofiowl E6ctriccd Coder, .0. SqAILLCOMIPAY _'.jG: 1' EDfTK)N Of VVEC, UMC At"40 UP0. , ,41qa�me4L-t : En ew-c aliTTrr. Cadm* IOVE 0-71& L4', � 7-, -7,: 4's. 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