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HomeMy WebLinkAbout072-080-007WILLIAM TUFT 9152 Wyandotte Perm Rd, Orovvlle�- Perm t#3242-78B,P,E,M(conv garage to family rm & add garage/SF) 72-08-07 Permit #2088-80B(lst renewal 3242- ® 072-080-007 06-1468 JOHANSEN, ERIK 1865 MT IDA RD, QROVILLE Cont: OWNER SHED(DET) tb A,- .0 /� 1307-2338 072-080-007 MISCELLANEOUS Room Addn-First Stry ADDITION OF: GAR 360', DEN 426, C( 1865 MT IDA RD ` JOHANSEN ERIK. & THER, FORSTAD., Irving, Jr. 56 B' %a -03 '7 4-8 107 (2 .houses) Wyandot e , porte Road off Forbestown Road Oroville 7 007 pp � 1. i i Ar SHttf � --T T7. 5 AA Ir C7 x 1('o 13 cl_ 1('o 13 SUTAWS .1002 9 d. AON ,S1 .01 i vt l� °� 'kt5 71*9 1 I cr N 1-7 HERMIT NO. -\3242-78B,P,E,M 6 ya PERMIT EXPIRES -?,WNER William Tuft �^IONTR. owner 72-08-7 LOCATION (A.P. 9152 Wyandotte -LaPorte Rd., Oroville 09, If Temp. Power Pole Called PG&E Temp. Elec. Serv.— Called PG&E Temp. Gas Serv. I Cl Called PG&E JOB FINALED (Date) (Signature) 'moo RES IDENT IAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE .CERTIFICATE THIS IS T01 CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITH CURRENT E RGY CONSERVATION REGULATIONS AT 5 -2 - (location) BUILDING PERMIT NO. 3 Z C12-- A:P. NO. THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or write N/A if not applicable) INSULATION: Slab Edge. Fdn. Walls Floors Walls Ceiling/Roof Ducts_ Circulatin Pipes APPROVED HEATER APPROVED WTR.HTR. GLAZING: Single Glazed Special (Insulated) CERT. & LABELED WDS. . & SLIDING DRS. ----- WEATHERSTRIPPED DRS. BACK DAMPERED FANS INTERMITTENT IGNITION DEV ICES_�� CERT. APPLIANCES I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO. THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. Insulation Applicator Name Signature of (please print) Insulation Applicator State Contractors License No. General Contractor/Owner Name `, ,ee.,V j -D u iS e I U (please pri t) Signature of x General Contractor/Owner ' Date StatVcontractors License No. THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. V,,_ . ' j COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING" BUILDING (Cont'd) PLUMBING Setback ` , Firewall '" Soil Pipin Forms Parapets 1st Floor6- 2.4 —3,f" Main Bldg. N11 Restroom Finish 2nd Floor Footings Windows 11,917A",,3rd Floor StemwaII Sldlng To out -2 19!el 9 Slab Roof Sheathing Water Piping' Piers Roofing Sewer Garage A Fdn. Vents Fixtures Footings Stemwa I I Garage Vents,, --.,Water Insulation 114S a 19 Htr. Heaters Slab Car ort P Footings Prov. for phy scally handica edd Conformance of ex. Myhekre Appliances Gas PI in &Test Temp. Gas Slab final S tion Patio FIREPLACE F nal Footings , Footing EL CTRICAL Mas ry Wails Throat Rou h Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing % Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath YA44ation Zianent Door Closer_ Fin a Final 6 MOBILEHOME UTILITIES ------------------- Mec. Service \_&W -c. Pedestal ' Water Piping Sewer Gas Piping OBILEHOME INSTALL A� - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS 0p5- - P, c (NOTE: An entry must be made on this form each time you visit th���,w� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 '. APPLICATION AND PERMIT PERMIT NO. ASSE`-�SOR PARCEL NUMBER -12 - 018 - 0-7 ZONI G Z" BUILDING PER VT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OyJN(� (—ILINWSRCS uIu,6 `- ' CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER UNKNOWN Fireplace Total Valuation $ _ 1 LENDER'S MAILING ADDRESS Permit Fee Z $ ,per ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ �p BUILDING ADDRESS 15 5ZDo & �l P PLUMBING PERMIT Filing Fee 3.00 ® eir,�� ' Each Trap 2.00 Repair drainage or vent piping 2.00 OPOU1 Water piping LOT NO. SUBDIVISION NAMEPARCEL MAP Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SFa?"`Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 2.00 TYPE OF WORK New F] Addition Remodel❑ Utilities❑ Installation❑ Other Describe work: '_C-:&JeW Art✓ ©1; BJP# 32c}7� �gj Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 3.00 Main'service 100 AMP OROR LESS5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. OR ADDNS. ( DWEACC`BL GS.LING CCUP,&) 2¢sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. ULT' -OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea NEw CONSTR. ( POWER APPARATUS &) NON.RESID. SINGLE OUTLET CIR. I Ex. Occup(ourLETs OR FIXTURES 50�25t BAL�1os FIXED APP LHS. OR Ex. Occup.(OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 3.00 Heating Cooling Hood 2.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, i 'fy and keep harmless the County of Butte against all I'abili dg nts, co a expenses which may in any way accrue aga st sa un In copse no of the granting of this permit. X Date 41-02 Signature of Applicant — Ow er Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct -I ion of structures over 3 stories in height.3 Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE $ O 0 occUP. GROUP -�---- TYPE OF CONST. PARCEL PO ND ISSUE This mit is hereby issued under si s the Butte County Code and/or Wkd d a ovefor which fees C'PQR OF PUBLIC PERMIT EXPIRES Date ��� the applicable provi- resolutions to do have been paid. WORKS Date Z O yrs l_8O Receipt No. s WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 14 COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA. 95965 OWNER -BUILDER VERIFICATION Attention Property Owner: Phone: 916-534-4541 An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information in the envelope provided at your earliest opportunity to avoid unnecessary delay in processing and issuing your build- ing permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) /3V r signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work %1/DivF Signed: Property Owner Social Security number - Date y -a y NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT autnonze representat(ves of ine t.ouniy or tsutte to enter upon ine above -m -C -)a Toned inspection purposes. 7 X Date Signature of Per itee or Agent Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRE OR OF P LIC WORKS Date 64-7,:? t --- By / �� Building permit expires Date t L rl BUILDING Owner SO FT. OCC. BUILDING VALUATION Mai I ing Address S I.,-te eph� No. Contractor LJU Mailing Address Fireplace Total Valuation Q O,Oc0 ' Telephone No. Permit Fee Building Address 1 .ate f- Plan Checking Fee&/or Penalty Permit Fee ,ob PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1,50 V Repair drainage or vent piping 1.50 �� y,� V A. P. No.4L<-- Zoning & Planning Water piping 1.50 t Each gas water heater or vent 1.50 F s / WACS i a n Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans I ParcelEach I Declaration Parcel Map- 60' R/W Improvements additional outlet .30 Building sewer 5.00 Bldg. PI s Rec'd Parcel Appraval Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION fff UTILITIES ❑ OTHER Permit Fee $ n$ v'p-t, 0�:Waor, +n-i�*,L4 ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 Sin le anvil Duplex Mobil Home 9 F Y p ❑ ❑ Others ❑ Main service 600V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 >� Main service OVER sooV 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1,00 NEW CONST. / DW L CUP. !4 OR ADDNS. \ ACC B ) 20sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name st le of: Y NEW RESID, M L CH CII T NON -CONS BRANCH CRCUITS) 2.50ea NEW CONSTR (POWER APPARATUS a NON•RESID, SINGLE OUTLET CIR, Ex. Occup{OUTLETS OR FIXTURES 5 L� Ex. QCCU FIXED APPLNS, OR p•�OUTLETS (RESID,) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ �a WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 the Workmen's Compensation Laws of California. MECHANICAL No @ FEE PERMIT FILING FEE $3.00 3 Q� Heating pS Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $ autnonze representat(ves of ine t.ouniy or tsutte to enter upon ine above -m -C -)a Toned inspection purposes. 7 X Date Signature of Per itee or Agent Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRE OR OF P LIC WORKS Date 64-7,:? t --- By / �� Building permit expires Date t L rl W ® T'.E S E 072-080-007 06=1468Se7 7� *) JOHANSEN, ERIK ; 1865 MT IDA RD, OROVILLE 'o� Cont: OWNER SHED(DET) APN: Owner. Site Address: f Contractor. X f i, d Type of Permit: ii j Yr . t Permit No. CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED: / L/ \J e SIGNATURE BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP061468 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 5 (commencing with Section 7000) of Division 3 of Issued Date: 08/11/2006 APN: 072-080-007-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 1865 MT IDA RD ORO Date: Contractor: Map Index: Description: DETACHED TOOL SHED (448) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: JOHANSEN ERIK & THERESA ANN COSTA to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 1865 MT IDA RD 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA she is exempt therefrom and the basis for the alleged exemption. Any 95966 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than rive hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of properly who builds or improves thereon, and who does Applicant: JOHANSEN ERIK & THERESA ANN COSTA such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 1865 MT IDA RD year of completion, the owner -builder will have the burden of OROVILLE, CA proving that he or she did not build or Improve for the purpose of sale.). 95966 ❑ 1, as owner of the property, am exclusively contracting with (530) 589-4583 licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) censed Lw. pursuant to the Contractors' Stateicen Contractor: EI1 am E mpt under Article 3 of lh and ns Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the License #: Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Policy #: Total Square Ft: 448 S.F. 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 Valuation: $10,752.00 become subject to the workers' compensation laws of California, Census Code: and agree that If I should become subject to the workers' compensation provisions of Sectio 700 of the Labor Code, I shall forthwith comply with hose pro ' ' ns. �� �G Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful,'and shall subject an employer to criminal penalties and one to the of hundred thousand dollars ($100,000), in addition cost compensation, damages as provided for in Section 3706 of the Labor 'v v code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Reso1 ions to o work indicated ve for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) By: Date: Name: / _ /Z PERMIT EXPIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly aut z a t of the I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any offici or r ument County. I hereby authorize representative's of Butte County to enter upon the above mentioned property for inspection purposes. Signature: Print Name:. �+—�� Date: �56wner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor o r o-iA;,., oe.,..a n1_1a_ne nn 1 +=OK 0 = Nat OK .ME MANUFACTURED HOMES MISCELLANEOUS- ISCELLANEOUSDATE ---7—DATE DATEPERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Gmd 'Am -Concrete 6 Yard Gas; Locfn-Test-Wrap Nat or LP❑ Inch Sz Ft Lngth 7 Blckng; SzSpacing-Marriage Une 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Efec MH Cntnty Test-Crossovers-Breakers-CImcs 10 Drain; MH Test -Fall -Flex Cnnctr 1,11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial NumbersC4= D E C K S -C O V E R S -C A R P O R T S'G A R A Gf. S oningSetbacks-Easements C c 2 s; SoilsSz-0pthSpacing-CnnctrsSteel a 3 Decks, Glyders/Joists-Dcktng-Brcing Stair ard_ /Handrails ood Awn; Posts-BeamRftr s-s-CnnctrsShthg. Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-0ecai-Enclsrs 6 CAvpof�s; Wndws-Doors y,t rmg; Sills-AnchrsStuds4Wtrs Tntsses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing Ext; Steps -Doors -Landings Braced Wall pnis 66 DATE -IF O O L S 1 Setbacks -Easements 2 Soils; CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcis1Wng; Distance-GFI 5 Elec Pool Ltfng; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries Terminals-LLsted 7 Elec Bonding; Metal w/5'-Crcitng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcftng Eqp-Pool Ightg Boxes-En6isrs-pnlboards4nsultn to Main Conduit 9 Health Dept Apprvf 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche , 12 Encisr; Fencing -Alarms 13 Bonding, Diving board or Slide de Pool Drawing t ' RESIDENTIAL (Single & Dup x) DATE JUWRFLOOR "`f DATE IPLUMBING if I Z9ningSetbacks-Easements-FloodSlope Ftg Main; Soils-Elec Gmd Ft4 DRth 3 Ftg Garage; SoilsSteel-Elec Gmd Ftg Dpth 4 Ftg Porches/Decks; Sails -Steel Ftg Dpth 5 Stemwalls Main; Steel-Blockouts Wrapped 6 Stemwalls Garage; Steel-Blockouts-Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-RgltrService Test 12. Elec Undrgmd 13 Plenums & Ducts; Clrne-MaterialSupport-Insults 14 GirdersSills-Anchr Bolts-Joists-Vnts-Cripples 15 Ace & VnUtn 16 Insulation o'er 0`s+ 4e e`s' DATE FRAMING 1 sper Materials & Anchrs ails Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders 8 fir Nailing 20 Draft Stop In Walls (rat proof) 21 Fire ps,'Furred CeilingsStairs-Chasers-Tubs eaders & BeamsSi &' Bearing' 23„�angaFs Post Caps-Anchrs-Cnnctns 24 Ceiling Joist -R& Ties-Purlin -Roo f Brac-TrussShthg 25 Frplc Ties or Type A Flue=Frpic Throat Cimc 26 Attic Acc; Sz &Binz .Pitc#n-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctri Framing -RC Channel 29 Prprty Line Firewall & Opng§' 30 Ext Doors -One 3' -Check Garage 3rd. Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer - 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Ace 35 Glazing Area -Glass PrtctnSkylts-Plastic . 36 Shear Walls; Nailing -Bolts 3 race InUExt Wall pnls 8 insultn-Walls-Cellings 39 Infiltration -Walls -W ndws rya DATE JELECTRICAL 40 FxlA& Trnsfrmr Clrnc4ns Prtctn 4yE1ec tcls Spacing-Lts & Switches at Doors 42 xes & No Of Cndctrs Stapled Ai-llomex Installed Close to Edge of Studs & CJ Eqp Grnd made up w/Meth Fstnrs 45 rndng Electrode Bond Gas & Wtr 2 Appinc Cires in Ktchn & Cndctr Sz GF] 47 Weed Wire Sz ❑CU or [__1 AL AC Wire Sz pa [:ICU or ❑AL 48 Range Clic ya QCU or Q AL Oven Circ ❑ CU or ❑ AL sulated Neutral ❑Yes El No 49 rvice-Riser Cndctrs & Gmd Main Dscnnct Eqp Clrncs pnls-Motors-Meth Eqp 51 Clothes Closet LtShwr Lt -Spa Lt 52 Smoke Detector 0.4' SkVtr Htr; Vent-Acc-Cmbstn Air Baffle �4 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr. Nail Prfctn 56 Shwr Pan; Test, First fir -Tub Ace 57 Test Tuti & Shwr, 2nd fir - Tub Ace 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas.Piping IF DAT MECHANICAL 61 AC Ducts Insultn & Support 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Ace & Pitfrm if Furnace in attic FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Cimc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Meth Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub AccSpa 71 GFI Are Fault 72 Elec Trim & Subpnl, Breaker Szs & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clmc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Gmd Air -Gap -Cooking Cimc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure 79 AC Duct in Garage -Damper. 80 Wtr Htr, Vnts-Cimc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Pimb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls In Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Dmge & Wood -Earth 86 Clrnc Dmge Planters Q Yes ❑ No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Pimb 89 Vnts abv Roof, Pimb-Appinc-Frplc-Cimc to Opngs 90 Wtr Well, Dscnnct, Elec, Pimb 91 Ext Elec Trim, GFI Rcptcl-Undrgmd 92 VntItn thru House 93 Glass Prtctn 94 Corrections from previous Ihspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler 4e o`s` Q+`• s• BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP061468 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 08/11/2006 APN: 072-080-007-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 1865 MT IDA RD ORO Date: Contractor: Map Index: Description: DETACHED TOOL SHED (448) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: JOHANSEN ERIK & THERESA ANN COSTA to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 1865 MT IDA RD 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA she is exempt therefrom and the basis for the alleged exemption. Any 95966 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: JOHANSEN ERIK & THERESA ANN COSTA such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 1865 MT IDA RD year of completion, the owner -builder will have the burden of OROVILLE, CA proving that he or she did not build or improve for the purpose of sale.). 95966 ❑ I, as owner of the property, am exclusively contracting with (530) 589-4583 licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who ccntracts for such projects with a contractor(s) 'tensed pursuant to the Contractors' State Licen w. Contractor: ftand ns Code ❑ 1 am E mpt nder Article 3 of Owner: Date: WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, 'as provided for by Section 3700 of the License #: Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Policy #: Total Square Ft: 448 S.F. lk 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 Valuation: $10,752.00 become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Sectio 700 of the Labor Code, I shall forthwith y with hose pro S. . hcomm Date: Applicant: WARNING: Failure to secure workers' compensation coverage isunlawful, and and shall subject aemployer to criminal penalties and one to the of hundred thousand dollars (5100,000), in addition cost ( compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. C CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm.that there is a construction lending agency for the Resol ions to o work indicated ve for which fees have been paid. �y �}� performance of the work for which this permit is issued (Sec 3097 Civ.) By: Date: 13 11'xo Name: x 'I v 9PERMIT EXPIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly aut z a t of the I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any offici or or ument County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Signature: Print Name: Date: �516wner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor D. %­ Dunuuiy rcnun v I- I-- ry BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS r,� j 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 BP OIVI q OFFICE #: (530) 538-7541 BIN # A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds Ov 9161f "PLEASE PRINT CLEARLY" � I, OWNER INFORMATION Last Name .,iJ first Name V2�� Address city State Zip sg� Phone � r-rjq,/Fax E-mail ,79�a�S�1/C� iPO.oGi9�7 • Gp'W ARCHITECT/ENGINEER CONTRACTOR Name City O Address Zip jG✓ 9� / City Fax State Zip Phone Map Book Fax E-mail Planner Lic. # Class ARCHITECT/ENGINEER Name AddressZ��- City O State CI -7 Zip jG✓ 9� / Phone3� j ����o Fax E-mail State License Number APPLICANT INFORMATION Nameil� Address City , StateC� Zip4s�G6 Phonee _� y�-�3 Fax E-mail�c�l1�'���.�J i For office use only: Zoning — Flood Zone Cross Street SRA Yes No Occ. Type C6nst Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PROJECT LOCATION a ! Property Address ��G✓ ��f� ��b C' �iQOUl�CZ Cross Street WORKER'S COMPENSATION Policy Number / Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: �i Sq FT- Living Garage Open Cov ❑ . Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: K�j , Amount: 2_1 .q W Bldg 2n y . I Q SRA Receipt #:�5 j$ Sheriff 0j _K 421 5S SMIP Date:&r) V C) (�,1 Other 4 �g LAl . -I`I Total K:\FORMS\BUILD'NG FORMS1B1dgApplSubRgmts.doc Page 1 of 3 REV 6-12-05 SUBMITTAL & PERMIT REQUIREMENTS, The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. , Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. 'Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8.. Owner -Builder Verification (if required). ❑ 9. Letter of.Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits Issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees -for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSIBUILDING FORMS\Bldg p'ISu1JRgmts.doc + Page 2 of 3 - IV REV 8-12-05 r BUTTE COUNTY €.H. USE ONLY ,. Plot Plan Attadwd Floor Plan Attadied AUGt Sent to8D/DS / TO: Building Division = Development Service§EVELO YENI SERVICES FROM: Environmental Health SUBJECT: Sanitation Clearance r Owner Location AP# Plan Approved for: Sewage Disposal: _ Clearance for dwelling. Other I Hold final for: Final clearance O.K. for: NOTE: Env onmental Health Specialist Building Clearance 9/2005 Water Supply: Public Private Well g g s�v/l l nl Date COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ( tohons 9 1 ASSESSOR PARCEL NUMBER M �y(� D � 00� Proposed Building Use: wade 6kcL Permit Technician: _ Date: Qb-21 - OCQ JtWr requirec' in order to apply for a permit All boxes MUST be checked OR marked NA in order to apply. Z(� 1. Si -.e plans,or 4 sets, signed by the preparer of the plans. N .2. Complete plans 3&r 4 sets, signed by the preparer of the plans. V3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in drrolicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calks in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. ❑ ' 13. Other i i R aligingv--'tars needed to issue the permit (May require additional plan review upon receipt of thefollowing items.) /f _ Sanitation and site plan approval from the Environmental Health Department in ❑ Chico Oroville, as applicable E]lr15. Fire Sprinklers ............................................................................................ ,. ❑ 16. Agricultural Buffer dr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... `OErosion Control Plan Required........................................................................ 19 Fees as shown on the attached Schedule of Fees Due Sheet .............................. D 0. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from tke N of Biggs .............................. 22. California Department of Forestry plan approvals paid. Sent by:1 ..Z: Planning approval for (A) Use: QLD (B) Parking: (C) Parcel Check: L/....... 0 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... .26. NPDES Form............................................................................................ Encroachment Permit for driveway from the Public Works Dept ........................... ❑ Contractor's license information. (Number, Name Style, Classification) ................... 29. Worker's Compensation Carrier and Policy Number .......................................... VN 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other. a,❑ 37. Other. r:. nn u� When issued Telephone �6BO) SM y�SM ` Nom- anMholddffor pickup. I have been inbrmed .thR ve it�nS�and r~equrrremoentss'for} btalinin a btirrdrng permit. ` Applicant: Date: 1. Index permit application fo a above items numbered: Plan Check Letter 2. Additional iters r Contractor, de k, r, owne ,was advised of the above data by phone, ❑mail, ❑counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by. Date: Plans approved by: Date: 01 Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division ? pSTMENr op e art ent Of P bl * c Works d° C o u. m y o f. B u t t e O O 7 County Center Drive O Oroville, CA 95965 J. Michael Crump, Director (530)538-7681 (FAX) 538-7171 A" �ellC WoFe Shawn H. O'Brien, Assistant Director Assessors Parcel Number: X72- PS2_C07Building permit # Owners Name:_A A_i��%-} Owners Mailing Address: Property Address: % p(bA n ENCROACHMENT PERMIT ACCEPTED: PERMIT NUMBER: ENCROACHMENT PERMIT EXEMP'T'ION. Reason for exemption: Not a County maintained road ( Existing driveway conforms to County S-31 standard �] Other Approved by Ll Printed Name Title Date (< CONDITIONS FOR EXEMPTING A DRIVEWAY PERMIT 1. An existing home with a driveway 10 years or older and doesn't cause any problems with the county road or drainage. 2. An existing home with only minor remodeling or repairs. Butte County Department of Development Sel-nces °$U11,11".TrF° 7 County Center Drive ' ° Oroville, CA 85565 (530) 538-7601 Telephone ouNI (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: ® I reed ,to submit applications for septic and/or well to Butte County Environmental Health immediately. 0 I am required to. bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained a I am responsible for notifying Development Services, in writing, to stop processing of the aFplication and to arrange for'disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without .kiput from other regulatory entities that could prohibit issuance of the building, permit or r2quire submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans exarm-nation fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other.entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: �2/GC �OGl�/Y�� APN: Building site address: �� � Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission o e above -r erenced building permit application and my signature below: DATE SIG ,4ATU OF APPLICANT OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your. signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES.[ , ] NO [ ,X]. 2. I HAVE Q<] HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have- contracted with the following person (firm) to provide the proposed construction: NAM$: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO - 4. I plan'to provide portions of the work, but I have hired the following person to coordinate, supervise, and -provide the major work NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: DAME ADDRESS PHONE TYPE OF WORK SIGHED: PROPERTY OWNER- DATE: WNER DATE: �<',i�o - a� NOTE: , This Owner -Builder verification is required by Section 19831 and 19832 of the California ' Health and Safety Code. Butte County Department of Development Services ADMINISTRATION `BUILDING `GIS `PLANNING o o O o 0 0 7 County Center Drive 00 Oroville, CA 95965 o- ` t o (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself; you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do'your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o if you employ or otherwise engage. any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you maybe an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned Sincerely, Scott Rutherford Chief Building Inspector ........a _.S_ ____ n_.:V.a__ r_s. --4:-_ .---:—A A 1... C-44— 7oQ zn of tha rnnfnrn;% Aaatth anti Rnfmv rntip_ O�Q pfaM Eli; O� ,�•��,TT�` \f Department of Public Works ° 1�'/C o u m y o f B u t t e (1 o U ?° � 11 LAND DEVELOPMENT DIVISION it ° J. Michael Crump, ° �� o Storm Water ManagementProgram o / \ � Director 7 County Center Drive `�� C� U N� y �� Oroville, CA 95965 A�`QClC WOP�9 (530) 538-7266 (FAX) 538-7171. National' Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREl Project Description: Project Location and/or Parcel Number: /�(� —/��LxT� .q ;'�O By s-gning below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB I acre or, more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I an aware that submitting false and/or inaccurate information or failure to apply for a Construction Sto=m Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other san•1-tions provided by law. Signed: Title: Date: T Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program California Department of Forestry and Fire Protection Butte County -Fire Department Fire Safe Requirements Permit# O� - I t4 b6'� Under authority of Public Resources Code Section 4290, the following checked items are required by CDF/Butte County Fire Department and made part of this permit These requirements are minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County. Building Inspectors will make compliance inspections. 1272.00 Maintenance of Defensible Space Measures [X] To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. Public Resources Code 4291 information will be provided. 1273.10 Driveways [XJ (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. [XJ (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. i 1273.02 Roadway Surface [X] The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and turnarounds. 1273.0 Roadway Grades [XJ The grade for all driveways shall not exceed 15 percent. Grades above 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius [X] (a)',No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] (b)I The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures designed to hold or divert water, shall be not less than 100 feet. 12705 Roadway Turnarounds [X] Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the —17' shall be a minimum of 60 feet in length. 127306 Roadway Turnouts [X] Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. r Revised 02/28/06 JJ(� C IC F Q U I R E M E N T S 1273.07 Roadway Structures [X] (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. [X] (b) Appropriate signing, including but not fimited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. [X] (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. 1273.11 Gate Entrance [X] (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. [X] (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. [X] (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40 foot turning radius shall be used. 1274.08 Addresses for Buildinns [X] All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09 Size of Letters. Numbers and Symbols for Addresses [X] Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. 1274.10 Installation. Location and Visibility of Addresses [X] (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. [X] (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. [X] (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. [X] (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. 1276.01 Setback for Structure Defensible Space [ ] (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] Your parcel is larger then 1 acre but your minimum setback for buildings and accessory buildings is less then 30 feet from all property lines and/or the center of the road. You are required to meet the same practical effects requirements listed on page three. j� (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. See page \ three for same practical effect requirements. Revised 02/28/06 Same Practical Effect for Buildin less then 30 feet from roe line: If the Building Setback is less then 30 Feet from all property lines and/or the center of the road, the following shall be required; • Class A roof • Fully enclosed eaves on entire structure • 'Fire rated metal doors on side toward property line with insufficient setback • Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disuosal of Flammable Vegetation and Fuels [X] Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements- Installation of Residential Fire Sprinklers [X] If your property was part of a parcel split after January 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. JUN 2 8; 2006 Date Revised 02/28/06 C Darren Read Fire Protection Planning BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner JOHANSEN APN No: 072-080-007 Permit Type: Subtype: App Date: 6/20/2006 Permit No: BP 06-1468 Permit Desc: tol. -Twl New 5hec� 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $549.90 Plan Check portion of Permit Fee $219.96 $329.94 Balance of Building Permit Fee 2 FEMA Res Flood Elevation Review $109.98 0 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 $95.00 $204.98 (State Responsibility Area) Building Inspection $109.98 $109.98 1 NON-REFUNDABLE portion of fees due at application $314.96 RECEIPT DATE Tech/Asst New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 772 Little Chico Creek 773 Big Chico Creek 774 Lindo Channel 775 SUDAD Ditch 776 Mud -Sycamore Creek 777 PV Ditch 10a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 11 THERMALITO DRAINAGE AREA 1 $684 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 11a Temporary Dwelling 1 $136 At time of building permit $136 annual renewal fee for first 4 renewals. Not to exceed $684. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* 12a RECREATION DISTRICT FEES* $7,211 $6,275 RECEIPT DATE Tech/Asst $8,893 UANCE OF PERMIT. Forms will be prepared after plan check At the time of permit application, I w advised Ih�ea,_ve fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant:ZcodeSy4on � Date:Pursuant to Gove m020, you are hereby notified those Items followed by an "* may have been imposed on your project. You have 90 days from the date of approval of the Porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION ($424=94) 5� 6120/06 Kourtni 4 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT Balance of Building Permit Fees (from No. 1 above) $331.0 p� $329.94 �O�O 5 SMTP* - Strong Motion Instrumentation Program (Enter amount from permit system) $1.0 CJj 6 Additional Plan Check Fees (NON-REFUNDABLE) l�J 7 Other*: 7a Other*: 8 IMPACT FEES - RESIDENTIAL* Per Dwelling Per Dwelling Per Dwelling Applications After 04/15106 MFD ,c MH County 4249.11 3183.54 3238.72 Chico Urban Area 6146.23 4538.82 5648.44 El Medio Fire District 3249.97 2385.76 2422.68 North Chico Specific Plan p� SR -1, SR -3, SR-1/PD 8801.091 7395.041 S 8486.40 0 R-1 8897.09 7491.04 8582.40 do R-2 8390.09 6984.04 8075.40 R-3 7604.09 6198.04 7289.40 RECEIPT DATE Tech/Asst Processing Fee is automatically added to impact fee total 0 $100.00 9 WATER TENDER FEE (Not collected when Impact Fees Applicable) Enter Bat.# $200.00 DRAINAGE FEES* 10 CHICO STORM DRAINAGE 770 Butte Creek $7,997 MASTER PLAN 1 1771 Comanche Creek RR'A41 New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 772 Little Chico Creek 773 Big Chico Creek 774 Lindo Channel 775 SUDAD Ditch 776 Mud -Sycamore Creek 777 PV Ditch 10a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 11 THERMALITO DRAINAGE AREA 1 $684 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 11a Temporary Dwelling 1 $136 At time of building permit $136 annual renewal fee for first 4 renewals. Not to exceed $684. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* 12a RECREATION DISTRICT FEES* $7,211 $6,275 RECEIPT DATE Tech/Asst $8,893 UANCE OF PERMIT. Forms will be prepared after plan check At the time of permit application, I w advised Ih�ea,_ve fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant:ZcodeSy4on � Date:Pursuant to Gove m020, you are hereby notified those Items followed by an "* may have been imposed on your project. You have 90 days from the date of approval of the Porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 N Butfe County nvlronlTiental Health Signature f &,0 CJ m 9TR1 15o� -IM4. ENCROACHING ON 30' SET BACK: ALL EXTERIOR FRAMING TO BE SHEETED WITH 5/16" HARDI BD. SHEETING. CLASS A ROOFING REQ. SOLID EAVE BLOCKING (NO EAVE VENTS OR GABLE VENTS.)14 NO DOORS OR WINDOWS ON WALLS FACING ENCROACHMENT. If, mAfp I -, �v ENVIRONMENTAL HEALP 7 COUNTY CENTER DRIVE. O� Mfg MiTeko, JOB: Johansen LOCATiom Butte Co. TRUSS ENGINEERING MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, Ca.95610 Phone:(916)676-1900 Fax:(916)676-1909 10- LUMBER Op- HARDWARE 0- STOCK PLANS ► CUSTOM DRAFTING ► TRUSS ENGINEERING Ol- TRUSSES Op- PRE FRAMED WALLS 655 Cal Oak Rd. P.O. Box 1947 Oroville, Ca.95965 Phone: (530)534-0300 Fax: (530)534-5269 WARNING: DO NOT CUT OR ALTER TRUSSES IN ANYWAY. WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. TRUSSES REQUIRE EXTREME CARE IN HANDLING -1 bV" F111 % j This Image was created with Mv TIMBER PRODUCTS INSPECTION 105 S.E. 124th AVE. Vancouver, Wa. 98684 Phone: (360)449-3840 Fax:(360)449-3953 �� TRUSS SCHEDULE M iTe Tails Project: JOHANSEN County: BUTTE Contractor: Endeavor Homes Date: June 13, 2006 Roof: comp Plan: Snow: o Drawn By: Mw ITail Cut: Plumb Description Project: JOHANSEN County: BUTTE Contractor: Endeavor Homes Date: June 13, 2006 Roof: comp Plan: Snow: o Drawn By: Mw ITail Cut: Plumb jokan5en E,nicavor Homes 655 Ca) Oak KJ. Oroville, Ca. 95965 (5 30) 534-0500 (550) 554-5269 Re: Johansen MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: R21635227 thru 821635228 My license renewal date for the state of California is March 31, 2007. , c?OFESS/c/V �r/N�2 fi c� � 433 W KWIMINWA June 14,2006 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. N IA (COMMON Homes, Orov Ile, Ca., Marc Tear -1-0-0 8-0-0 1-0-0 8-0-0 4x8 = 3 13 i Job 6.200s 8-0-0 R21635227 1-0-0 Scale =1:29.2 3x5 = 1.5x4 II 3x5= LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.40 Vert(LL) -0.07 4-6 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.42 Vert(TL) -0.16 4-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code UBC/ANS195 (Matrix) Weight: 51 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Sheathed or 5-11-3 oh, purlins. BOT CHORD 2 X 4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X4 DF Std REACTIONS (Ib/size) 2=625/0-3-8, 4=625/0-3-8 Max Horz2=45(load case 5) Max Uplift2=-69(load case 3), 4=-69(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD ` 1-2=0/15,2-3=-1113/52,3-4=-1113/52,4-5=0/15 BOT CHORD 2-6=-3/999,4-6=-3/999 WEBS 3-6=0/368 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf, Category 11; Exp B; enclosed; MWFRS gable end zone; cantilev@r left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LOAD CASE(S) Standard A WARNING - Ver(fg design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MD -7473 BEFORE USE Design valid for use only with Mirek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI( Quality Criteria, DS11149 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. /Z/w�R C rn C 04633 * E -o� OF Ib June 14,2006 7777 Greenback Lane Suite 109 CiWs Heights, CA 9561 g 0 MIM Wok` Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property *Center Damage or Personal Injury plate on joint unless 4 dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all gther interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. 14 cz cs J5 3. Place plates or each face of truss at each e 4 � joint and embed fully. Avoid knots and wane 3 0 CY j 3A at joint locatioris. �3 O U U 4. Unless otherwisE> noted, locate chord splices O at 1A panel length (± 6" from adjacent joint.) * For 4 x 2 orientation, locate ~i C8 C7 Cb 0 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for Use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead food deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specifieU. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathedor purlins ICBG 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage anq / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® M11 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. In engineer. MiTek, V\/N V\2/Ni 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 0 1993 MiTek® Holdings, Inc. O fuss russ ype ty y 00 R21635228 JOHANSEN AGE COMMON 2 1 Job Reference O tlOnal 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jun 13 16:35:04 2006 Page 1 Endeavor Homes, Oroville, Ca., Marc Teer 1.0-0 8-0-0 3x4 = 8-0-0 1.0-0 Scale = 1:29.2 3x4 = 16-0-0 ' Ia LOADING (psf) SPACING 2-0-0 CSI DEFL in Vert(LL) -0.00 (loc) I/deft L/d 14 n/r 120 PLATES GRIP MT20 220/195 TCLL 16.0 Plates Increase 1.15 1.15 TC 0.04 BC 0.03 Vert(TL) 0.00 14 n/r 120 TCDL 10.0 BCLL 0.0 Lumber Increase Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 14 n/a n/a Weight: 68 Ib BCDL 10.0 Code UBC/ANSI95 (Matrix) BRACING LUMBER TOP CHORD Sheathed or 6-0-0 OC purlins. TOP CHORD 2 X 4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 DF No.1 &Btr OTHERS 2 X 4 DF Std REACTIONS (Ib/size) 2=146/16-0-0, 14=146/16-0-0, 21=77/16-0-0, 20=77/16-0-0, 25=174/16-0-0, 24=64/16-0-0, 23=106/16-0-0, 22=61/16-0-0, 19=61/16-0-0,18=106/16-0-0,17=64/16-0-0,16=174/16-0-0 Max Horz2=45(load case 5) Max Uplift2=-39(load case 3), 14=-44(load case 4), 25=-14(load case 5), 24=-15(load case 5), 23=14(load case 3), 22=-15(load case 3), 19=-16(load case 6), 18=-14(load case 6), 17=-15(load case 4), 16=-13(load case 6) Max Grav2=146(load case 1), 14=146(load case 1), 21=77(load case 1), 20=77(load case 1), 25=174(load case 7), 24=64(load case 1), 23=107(load case 7), 22=63(load case 7), 19=63(load case 8), 18=107(load case 8), 17=64(load case 1), 16=174(load case 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15, 2-3=-35/26, 3-4=-23/36, 4-5=-17/43, 5-6=-18/52, 6-7=-11/58, 7-8=-18/57, 8-9=-18/56, 9-10=-11/54, 10-11=-18/45, 11-12=-17/29,12-13=-23/16,13-14=-29/18,14-15=0/15 BOTCHORD 2-25=0/38, 24-25=0/38, 23-24=0/38, 22-23=0/38, 21-22=0/38, 20-21=0/38, 19-20=0/38, 18-19=0/38, 17-18=0/38, 16-17=0/38 14-16=0/38 WEBS 7-21=-54/4, 9-20=-54/0, 3-25=-120/44, 4-24=-50/25, 5-23=75/33, 6-22=-48/24, 10-19=-48/25, 11-18=-75/33, 12-17=-50/25, 13-16=-120/44 NOTES 1) Unbalanced roof live loads have been considered for this design. �p 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and �ESS(pN right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for vrind loads in the plane of the truss only. For studs exposed to vrind (normal to the face), see Standard Industry Gable ��({ ]'� F End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. , NC�G}� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CC Q`2 5) All plates are 1.5x4 MT20 unless otherwise indicated. W C 046 33 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. * EXP -3 144 LOAD CASE(S) Standard June 14,2006 - - - 7777 Greenback Lane • WARNING Ver((y design Parameters and READ NOTES ON THIS AND INCLUDED ffiTER REFERENCE PAGE MIT 7473 BEFORE USE. Suite 109 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Citrus Heights, CA, 95610 Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the M iT@k• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, ere ion and bracing, consult ANSI/TPII Quality Criteria, Dill -89 and BCSII Building Component Safety Informaiton available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 44thmIi .eta dk. a ea L__I -- Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies cf this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. �8 cz cs J5 3. Place plates on each face of truss at each 1 c, joint and embeq fully. Avoid knots and wane U 3 o at joint locations. v�3 U �5 U 4. Unless otherwise noted, locate chord splices O at 1A panel length (± 6" from adjacent joint.) * For 4 x 2 orientation, locate ~1 C8 C7 Cb 10 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly rioted, this design is not applicable for u;e with fire retardant or preservative tree ted lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to Camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate rninimum plating requirements. 4 4 The first dimension is the width 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MT�kC, 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Q 4x4 = A yG MiTek Industries, Inc. Western Division coy" HEATHING N 19 Y OTHERS) _ *DIAGONAL OR L -BRACING 9.30-06 REFER TABLE BELOW 21 4" MAX_ 24 C. SEE PAGE 212 FOR � _ —ALTERNATE BRACING DETAIL * f CI�/I�, p. OR 2X3 EACH FACE OR 2-10d CAUFd 2X4 LATERAL BRACING TOE -NAILS AS REQUIRED PER TABLE BELOW VARIES TO COM 2 TRUSS CONT. BRC — 1 SPAN TO MATCHCOMMON TR �� VERTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/8d NAILS SPACED AT 8" O.C. LOADINgpst) SPACING 2-0-0 TCLL 30.0 Plates Increase 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code ASCE 7-02 TOP CHORD 2 X 4 DFL/SPF/HF - No.2 BOT CHORD 2 X 4 DFL/SPF/HF - STUD/STD OTHERS 2 X 4 DFL/SPF/HF - STUD/STD 3x5 = 3 1/2" �1 1 /2" NOTCH AT 24" O.C. (MIN.) TOP CHORD END WALL �IGID CEILING NOTCH DETAIL MATERIAL DETAIL A LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 7'-011 - 16 INCH O.C. OVER 8'-611 4 - 16d NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF 8'-8". TOP CHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT 8" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 © WARNING • Dertfy design parameters and READ NOTES ONTIDS AND INCLUDED M77'EIC REFERENCE PAGE MU -7473 BEFORE USE. 7777 Sidle Greenback Lane —owed 09 Design valid for use only with MTek connectors. This design is based only upon parameters shown, and Is for an individual building component. Citrus Heights, CA, 9561 Applicability of design paromenters and proper Incorporation of component Is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure slablilty during construction Is the responsibiNty of the �y erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding M iTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB•89 and BCS] I Building Component Solely Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L - BRACE 12 INCH O.C. 5-10-0 11-8-0 8-10-0 16 INCH O.C. 24 INCH O.C. _ _2_ 6-4-0 NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF 8'-8". TOP CHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT 8" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 © WARNING • Dertfy design parameters and READ NOTES ONTIDS AND INCLUDED M77'EIC REFERENCE PAGE MU -7473 BEFORE USE. 7777 Sidle Greenback Lane —owed 09 Design valid for use only with MTek connectors. This design is based only upon parameters shown, and Is for an individual building component. Citrus Heights, CA, 9561 Applicability of design paromenters and proper Incorporation of component Is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure slablilty during construction Is the responsibiNty of the �y erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding M iTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB•89 and BCS] I Building Component Solely Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 4- 10d NAILS MIN. ,PLYWOOD SHEATHING TO 2X4 STD, DF -L BLOCK 2- 10d (TMP) \� SIMPSON A34 — OR EQUIVALENT 2X4 No. 2 OR BTR GABLE EN 6'-3" MAX TO BEARING WALL 45° STRONGBACK 2X4 No. 2 OR BTR 2X4 BLOCK 2X4 S r JD OR BTR SPACED @ 5'-0" O.C. SHALL BE PROVIDED AT EACH END OF BRACE, EXCEPT FOR BRACE EXTENDED INTO E CHORDS & CONNECTED TO CHO I 1S W/ 4-10d NAILS. MAX. iENGTH = 7'-0" STANDARD TRUSSES SPACED @ 24" O.C. ALTERNATE BRACING DETAIL /QgOFE�srQ,� OF NOTES 1)2X4 NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 100 NAILS @ 6" O.C. 2)2X4 LEDGER NAILED TO EACH STUD WITH 4- 10d NAILS. 3)2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2- 10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131" DIA. X 3.0" LGT) THIS ALTERNATE BRACING DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = 8'-6", UNLESS OTHERWISE SPECIFIED BY PROJECT ENG. OR QUALIFIED BUILDING DESIGNEP,. 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = T-0" 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX. 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. ® WARMN(i • De deli n a�ametare and READ NOTES ON TRIS AND INCLUDED MITEIC REFERENCE PAGE d ,74" BEFORE USE. 7777 GreenbaGk Lane r_4 rj(y e P Suite 109 Design vapd for use only with MRek connectors. This design is based only upon parameters shown, and Ls for an individual bupoing component. CIWs Heights, CA, 9501 Apppcabi6ly of design paramenters and proper Incorporation of component Is responsibipty of bupoing designer- not truss designer. Orating shown h for lateral suppport of individual web members ony. Additional temporary bradng to insure stabiply during conslructlon b the responslbiiply of the erector. Addltlonal permanent bracing of the overall structure k the responsibipty of the building designer. Far general guidance regording M iTek' fabricatbn, quapty control, storage, depvery, erection and lxacing, consult ANSI/TPIt Quality Criteria, DSB•89 and OCSIt Oulldinp Component Soley Inlorma0an available from Truss Plate Institute, M D'Onoido "., Madison, WI 53719. 1v -f;e. hwT 6i4S9 A fl- V -i E �� T"AM.8 (G14161� TVAV\� T SAN oc S O 7) I Av11 i'vl: No 0 .. ... �... �a•YkIM'i%+M.w.rwMuid'wi".AWaWWkufrrkR'anw0.4 }..r..w!tY 4:w+ Rm.a.,".sttv:mtx»++-^++�.m.-..,. f�n'xn:f.u.. Ans'Mrce .vY•xY t .x nvrtmw. vt.,M.YTv .w• r^..ry .. n,vY. ♦5w.. Imu. r 1. M w.Y.Y::::n.' nyt.+r wn Y:+:. nAr. .+tn .F w.fa..W_/L+M1:. yhvwyu'avwiw.a.y, 5( 5Z1 fog - T aw �ITF� 150� lweff4-�*4. gid ENCROACHING ON 30' SET BACK: �! I I ALL EXTERIOR FRAMING TO BE SHEETED WITH 5/16" HARDI BD. SHEETING. CLASS A ROOFING REQ. SOLID EAVE BLOCKING (NO EAVE VENTS OR GABLE VENTS.) NO DOORS OR WINDOWS ON WALLS FACING ENCROACHMENT. EXCERPTS FROM CHAPTER 23 TABLE 2341-B-1.-NAILINn Rr-HFnt 11 F fkTmA� I" 2001 CALIFORNIA BURpMKi COW CONNEC M hUttJtlt i 1. Joist to sill or girder, toenail 34d 2. Bridging to joist, toenail each end d 2d 3. 1" x 6" (25 mm x 152 mm) subfloor or less to each joist, face nail 24$ 4. Wider than 1" x 6" (25 mm x 152 mm) subfloor to each joist, face nail 3,8d 5. 2" (51 mm) subfloor to joist or girder, blind and face nail 2-16d 6. Sole plate to joist or blocking, typical face nail 16d at le (406 mm) oc Sole plate to Joist or blocking, at braced wall panels 3-16d per 16" (406 mm) 7. Top plate to stud, end nail 2-16d 8. Stud to sole plate 4-8d, toenail or 2-16d, end ntil 9. Double studs, face nail 16d at 24" (610 mm) ox. 10. Doubled top plates, typical face nail 16d at 16" (406 mmn) O.C. Double top plates, lap splice $-16d 11. Blocking between joists or rafters to top plate, toenail 3_8d 12. Rim joist to top plate, toenail 8d at 6" (I 5U2 mra} ac 13. Top plates, laps and intersections, face nail 2-16d 14. Continuous header, two pieces _. _. _ _ . _. - 16d at 16"-(406 mrr:) o.•, atongeach edge L5 Ceiling joists to plate, toenail 3-dd 16_ Continuous header to stud, toenail 4-8d 17. Ceiling joists, laps over partitions, face nail 3-16d 18. Cetiing joists to parallel rafters, face nail 3.164 19. Rafter to plate, toenail 3-i♦d 20.. 1" (25 mm) brace to each stud and plate, face nail 2-W 21. 1" x 8" (25 mm x 203 mm) sheathing or less to each bearing, face trail 2-tld 22. Wider than 1" x 8" (25 mm x 203 mm) sheathing to each bearing, face nail 3,8d, 23. Built-up corner studs 16d at 24" (610 mm) rte. 24. Built-up girder and beams 20d at 32" (813 mm) o.e. at top and bottom and sdtggered 2-20d at ends and at east splice Z. T'(51 nim) planks 2-15d at each beating 26_ Wood structural panels and particleboard : Subfloor and wall sheathing (to framing): 1! " (12.7 mm) and less 32"-3/q" (15 mm -19 mm) 60 7 (22mm-25 mm) � or 11/e"-11/4" (29 mm -32 mm) 100 or 8d1 Combination subfloor-undedayment (to framing): 3/4" (19 mm) and less 60 y1f"-1" (22 mm -25 mm) 1 !8"-11/4" (29 mm -32 mm) US 10d4 or 027. Panel siding (to framing):2 1/2" (12.7 mm) or less s/s" (16 mm) 8d5 28. Fiberboard sheat g: 1/2" (12.7 mm) No. 11 25/32" (2U mm) No. 16 ga No. 11 ga No. 16 ga l 29, lmterior paneling 4" (6.4 mm) gy10 4d1 3/g" (9.5 mm) 601 --y w - vA F' wllWc VlLLG1w We 5ta/cu. 2i 1o', spaced at 6 inches (152 mm) on center at cd es, 12 inches (305 mm) at intermediate supports except 6 inches (152 mm) at all supports whereate ood 48 inches (1219 mm) or more. For nailing of wstructural panel and particleboard diaphragms and shearwalls, refer to Sections 23153-1 and 23154. Nada for wall sheathing may be common; box or &sing. 3Conmwn or deformed shank. 4Common. SDeformed shank. 6Coatosion-resistant siding or casing nails conforming to the requirements of Section 2304.3. 7Fastaners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (1152 mm) on center at intermediate supports. sComxsion-resistant roofing nails with 7/16 -inch -diameter (11 mm) head and 11/2 -inch (38 mm) length for 1/2 -inch (12.7 nim) sheathing and 13/, -inch (44 mm) length for 25/32 -inch (20 mm) sheathi conforming to the requirements of Section 2304.3. 9Co ion -resistant staples with nominal/16-inch (11 mm) crown and 11/g-inch(29 mm) length for 1/2 -inch (12.7 mm) sheathing and 11/2 -inch (38 mm) length for /32 -inch (20 mm) sbeathing conforming to the requirements of Section 2TM3. 10Panc1 supports at 16 inches (406 mm) (220 inches (508 mm) if strength axis in the long direction of the panel, unless otherwise marked). Casing or finish nails, spaced b orches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. nPancl supports at 24'imches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) atintermedite supports CTI/YALUEUNE 8M-262.1300 J � 1 v 3"DtV0ON - BUILDING PLAIN APPROVAL Use: 5a -4 Date: *, Parttiing.-_. - L andscaong: Other: - d NOTE: THE 2001 CBC IS APPLICABLE TO THIS PROJECT. ABBREVIATIONS. UNO= UNLESS NOTED OTHERWISE. ENG= ENGINEERING. TYP=TYPICAL. PL=PLATE LINE. MFG= MANUFACTURE. CLR=MINIMUM CLEARANCE. EN= EDGE NAIL. PW=PLY WOOD. GE= GABLE END. FRAMING NOTES: 1. ALL LOAD BEARING MEMBERS = DFSB. U.N.O. 2. U.N.O. ALL HEADERS = 4X12" DFSB. 3. PROVIDE DOUBLE TOP PLATES WITH 4' MIN. LAPS. 16d NAILING 16" oc TYP. WITH 8 MIN EACH SIDE OF SPLICE. 4. ALL NAILING TO COMPLY WITH U.B.C. TABLE 23-11-8-1 5. PROVIDE ATTIC VENTILATION = TO 1/150 OF PLAN AREA. 6. EDGE NAIL ALL PLYWD, TO EAVE BLK'ING. PROVIDE EAVE VENTS 6'0C. 7. U.N.O. ALL PLYWD. SHEETING = Y2" APA RATED OSB. BUILDER MAY OPTIONAL EXPOSED PLYWD = CCX PTS, ALL PW NAILING = 8d VCS. 6"cc EDGE, 12"cc FIELD U.N.O. 8. PROVIDE VAPOR BARRIER OVER ALL EXTERIOR AND FINISH PER ELEVATION. FOUNDATION NOTES: 1. ALL FOOTINGS SHALL BE INTO UNDISTURBED SOIL. ! 2. CONCRETE SHALL BE MIN. 2500 PSI. 3. REBAR SHALL IS ASTM A615 GRADE 40 AND LAPS ARE 40X BAR DIAMETER MIN. U.N.O. 4. TYPICAL'/" X 12" ANCHOR BOLTS (AB) ARE LOCATED 6' OC AND WITHIN 12" OF EACH SILL SPLICE AND/OR CORNER. SLABS TO BE POURED AS DOUBLE POUR. ALL AB HAVE 8" EMBED. WASHERS TO BE 2"X2"X3/16". 5. ALL INTERIOR WALL TO SLAB SHALL HAVE POWER DRIVEN ACC PINS SPACED 18" oc PER TABLE 4 OF ICBO REPORT ER -4546. PINS SHALL BE 2-7/8" IN LENGTH AND ALL SILLS SHALL BE PTS. 6. ALL SILLS ARE2X RWD. OR PTMS HIM FIR. 7. MAINTAIN EARTH TO SILL CLEARANCE OF 6" MIN. 8. SLAB TO BE REINFORCED BY ONE OF THE FOLLOWING METHODS, 6X6"X10G WIRE MESH. B. FIBER MESH IN CONCRETE MIX. C. #3 REBAR 24" oc GRID. LATERAL. BRACING: 1 DENOTES 3/8" MIN. APA PLYWD APLIED ON INSIDE, OVER 2X4 FRAMING 16"oc. NAILING = 8d VCS 6"cc EDGE NAILING, 12"cc FIELD. BLOCK ALL PW EDGES FOR EDGE NAILING. L= BRACED PANEL LENGTH. (MIN. = 4'.) ri, �PP1zA `1� �W Ca�5) /1� ..te.,r.., -zb o �o�' �aj A�tl� �� ' (I >t I G ' 1+✓ -1 f d � 1.)11� �11�1WIC G.�v Geo I �t CIMS CZ �i x vr ' 01 (4 3jC/ DC G vat, ., {� SOT Oso APA Iri� O' 10� The 2001 CBC, CHIC, Cpl' 2004 CEC, and 2005 California Ener gy Standards as amended by tihe jurisdiction apply to this prgjeet - &10 I =,j, } X. J 41 r �V SN LA Is, r ME,, Ell 11 " ATAT Of AR: