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066-280-024
JESIOLOWSKI , F -D 11y 437% WEST PARK DR., MA CONT: TOM NORMAN NSF W/GARAGE •"i+�-.rte-'FK^"'`L-x-wr"-..n.....,...�a•►,,,,�'�'. :..J✓+..,r�,.+V►.4-i=.s.•:4, t 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 ,Xs OWNER CORRECTION NOTICE 0��-r 02- 13bz 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. -VYOdi D1 Ylwe YVt + , St Zz V, L we. 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 S0L-')' II13(Z OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. '% ✓ C.ai1 � the 4, � (� ��� � i REV 10/92 i 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 i� CORRECTION NOTICE NER PERMIT NO. r• 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, �. p4se contact this office immediately. 0 n1/^ e,> . Date Inspector REV 10/92 U4? - COUNTY OF BUTTE BUILDING DIVISION F DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 n 7 County Center Drive • Oroville, CA • (530) 538-7541 ` CORRECTION NOTICEG 42 - r' OWNER PERMIT NO. I•' 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. Pt cW- `r s z' s Date '2 a �� Inspector.-� � `' REV 10/92 ! / NOTES RESIDENTIAL 1066-280-024 02-1362 PERMIT NO. JESIOLOWSKI �i WEST PARK DR., MAGALIA ` CONT: TOM NORMAN NSF W/GARAGE .L t • �S rr t CHECKED _— SRA �Y FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY T d 1 c f ' � t ) i Y JOB FINALED Signature OFFICE COPY Address GAS Meter B ELEC RI Meter By / Date l SPECIAL CONDITIONS �raolira�:�s�ar CHECKED _— SRA �Y FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY �raolira�:�s�ar V= OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date Underfloor (Plans) OK except #'s Date FRAMING (Continued) ning;Setbacks- Ease ments-Flood-Slope Han aps-Anchors-Co ectors tg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 4 g. Joist'Rffr. T' rh off Brac.-Truss-Shting.-Rfng. g., arage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth . Fireplace Ties T Flue- ireplace Throat Clearance g. orches & Decks; Soils -Steel-/ /" Ftg. Depth 49. ess; Size & Romex Protection -Draft Stop -Ins. Baffles Stemw s, Main; Steel-Blockouts-Wrapped 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions emwalls, Garage; Steel-Blockouts-Wrapped 51. Garage Fire Protection Framing 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers-Freplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B• Date Card B-1 Date Card B- Dat Card B-1 Date PLU G (Per OK except #'s 17. er Htr.; V -Acces -Combustion Air Baffle ate ipe; Te nchor-Nail Protection 1 W.V.; TgstFittings & 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 (^27--6Z- Card B-1 U47 Date Card B-1 Date Card B-1 Date Card B-1 Date E6F,&RICAL (Permit) OK except #'s 2 F' e -& Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. -111, i 27. 28: 2 Appliance its in Kitchen & Conductor Size GFI e ire Size 7-7-g-57170 or ue a u orAl 30. Range / ga Cu or AI -Oven Circ. / / ga Cu or Al In a eutral Q Yes ❑ No ice -Riser Conductors & Ground Main Disconnect 32. F' . Clearances Panels-Motors-Mech. Equip. 33. Clot4eTCloset Light -Shower Light -Spa Light Smoke Detector Date Z -62_ Card B-1 0 Date Card B-1 Date Card B-1/ Date Card B-1 Date MMHANICAL (Permit) OK except #'s 35. A.C. Ducts Insul n & Support 36. Vent aust above insulatiotr' onde ate Dr A. Oye rIjp<Size & Grade 38. F ace -V t Access -Comb. Air -Return Air Vent 115 outlet W. Attic Access & Platform if Furnace in Attic Date I -C)"yard B-1vf5 Date Card B-1 Date Card B-1 Date Card B-1 Date F DING (Permit) OK except #'s 40 r roper terials & Anchors 4 Wall udq,Nailing Spacing & Braces -Plates -Sound 4{._iMaLjPq Walls over Girder & Floor Nailing 44. F' Stops, FTrrred Ceilings -Stairs -Chasers -Tubs I 461.0'Headers & Beams -Size & Bearing 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. PI od on Roof Overhang -Attic Vents -Rafter Outriggers 56. ding -Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazi ea -Glass Protection -Skylights -Plastic / / ear Walls; Nailing -Bolts race I erior/Exterior Wall Panels 1. ation-Walls-Ceilings W. Infiltration -Walls -Windows Date)+Z2-OZ 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 e e ector A ace -Vents -clearance -Comb, Air -Connector - Above Floor-Ducts-Mech. Protection @§. _5adroom'Exiting i;'. & Bath Fixtures & Tub Access -Spa . rim & Subpanel, Breaker Sizes & Labels 9. St�Rails F' place or Stove, Clearance -Hearth Elec f3utlets at Wood Panel, Int. & Ext. r t. & Appliance; Ground -Air Gap -Cooking Clearance ecy0utlets & Receptacles at Kit. Counter Door; 73 A.C. D arage-Damper 6. . Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in age; Above Floor-Mech. Protection Ib., E e-& Mech. Equip. Listed for Location ec. Receptacles in Garage (F.FI.)-Romex Protection a - - oam-Looked in Attic Guard & Deck Construction -Post Caps 8 dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor I] Yes _,&2. Following Instld./,Q;KI] Yes U No/Walks ❑ Yes 0 No/Planters 0 Yes ] No 25YVe0te Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86!W5ell, Disconnect, Electrical, Plumbing 8�-'E!�lswror Elec. Trim, G.F.I. Receptacle -Underground Ve ' ati n Throughout House Qg-(-,orrectigRf from Previous Inspections 91. G , es Meters Tagged, Gas -Electric W � r & er Connected -C/O to Grade -HD Approval Ene Compliance Certificate -Other Certificates Posted Date and B-1 Date Card B-1 Date / 11,41 Card B-1 Date Card B-1 Date j 4U Card B-1 Date Card B-1 Comments at Final: V=OK 0 = Not -OK - = Not Applicable = Not Ready , MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location- Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch ' 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Dbte Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-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 FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-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 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION • - 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. f2/96) APPLICATION AND PERMIT 13 (o 2 - ASSESSOR PARCEL NUMBER ASSESSOR 066-280-024 I"R-1 ZONING BU I LD I NG P ERM IT OWNER STOT FT) TELEPHONE 872-1626 SQ. FT. OCC. BUILDING VALUATION 407 11 7,326 OWNERS MAIUNG ADDRESS P-0- BOX 979, PARADISE, CA 95967 356 CoAz 4_yk`�� CONTRACTOR'S NAME RUSSEIT, NTEWALD TELEPHONE 1924-5139 1189 'R 1 75 006 CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER - Fireplace rr Lr Fire P A 1,500 LENDER'S MAILING ADDRESS Total Valuation $ 89-46( ARCHrrECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ 590.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ SUILDINGADDRESS WFST PARK DR MAGALTA Energy Plan Checking Fee $ 2-1.00 $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT riling Fee 20.00 Each Trap R 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15-00 Each gas water heater or vent 15.0015.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY W/ATTACHED GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I s I G I W @20.00 PERMIT FEE S 136.00 ELECTRICAL PERMIT Fling Fee 20.00 LE Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class R Lic. No. -7!570,5 44 b OWN WILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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 1000A TOLING 46.00 NEW CONST. DWELLING CUP. OCCU OR ADDNS. ( 6 ACC. BLAS. SO 3.5¢F7. NEW NST, AAICHO RCUTITS @7.50 APPARATUS 8 SINGLE OUTLET CHR. Ex. Occup. OUTLET OR FIXTURES SAL @ .50 Ex. Occup. OFFED APP Es 0" E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 105.86 MECHANICAL PERMIT Fling Fee 20.00 Heating 15 00 Cooling 15 00 Hood 6.50 6.50 Ventilation PERMIT FEE $ 56.50 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.) ,T 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 Iffornia, and agree that if I should become subject to the rkers' compensation visions of ection 3700 of the Labor Code, I shall f rthwith co p I 1t1 provisions X Date (S/ a` CJ Signature o Applicant - ❑ wne Contrctor ❑ Agent An OSHA permit is required lo excav tions 0vor5deep and demolition or construction of structures over 3 storiesinheight71 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $ HAZ. D. fkES 1 0o CD PAR L H ISs _ This permit is here issued under the applicable provisions of th Butte Coun Code and/or Resolutions to do work in 'cate jor which fees have been paid. ate o//�O� PERMIT EXPIRES ON ele � Z Receipt No. �'✓ PINK- INSPECTOR G L E WHITE-D.D.S.-B.D. CANARY -ASSESSOR CertainTeed 04' • Builders Statement �ed 'J& 1`0 0 Homeowner Name / Jobsite Name /3 700 0. 06,r �L • Installer/Contractor (sign) InsulSafe 4 , Fiber Glass Blowing Insulation T _�T Company Name Date Builder (sign) Company Name Date Inspected By (sign if required) Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: Obs.) Should not be less than: On.) 60 36.5 27 0.986 22 49 29.6 34 0.800 18Yz 44 26.4 38 0.712 - 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 10Yx 22 1 13.1 77 1 0.353 9 19 11.1 90 0.301 7% 13 7.7 129 1 0.209 5'h 11 6.6 151 1 0.179 43/4 THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 1/02 R -VALUE THICKNESS AREA (SQ. FT.) INSULSAFE 4 (✓) BAGS USED BATTS/ROLLS (✓) CEILINGS /2— WALLS FLOORS THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 1/02 / E.H. USE ONLY •. � •� �w� Plot Plan Att�chod \ _ Roor Plon Attaeho \ Sent to B.D:' TO: Building Depaent ' FROM: ironmental Hea SUBJ Sanitation Clearance PICr"mL I Owner Location AP# ' Plan Approved fo : Sewage Disposal ) , Wa r Supply: Public Private Well Clearance for dwelling. Other a!1-� D�) Hold i Final clearance O.K. f r: NOTE: M. � . 1 =;y COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:e��` -p ASSESSOR PARCEL NUMBER .. ansa -oa� y Proposed Building Use: �. ie.C.J S r Counter Technician: - Date: –1 T6 2, Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. .. Plot plans, 3 or 4 sets, signed by the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate. No faxes! Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other aining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Fees as shown on the attached Schedule of Fees Due Sheet ....................................... I 0 t 15. Statement of Intent for Non -heated and A/C Buildings ................................... V O3 16. Sanitation and plot plan approval from the Environmental Health Department ❑ 17. City of Chico Plumbing permit .................................................... 018. California Department of Forestry plan approval paid. Sent by: V ❑ 19. Planning approval for (A) Use: D �e_ (B)Parking: (C) Parcel Check: ❑ 0. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 1. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 2. Pre -Inspection for required ................ . Contractor's license information. (Number, Name Style, Classification) ...................... Worker's Compensation Carrier and Policy Number ..............:.............................. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... � � 126. Letter of Signature authorization.................................................................... 7. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... 3 ❑Grant%kM.H. Title/S ement cts, Lett fro Legal O ne>; ❑Check toK.C.D. $ 31. Other: /%t e 1 �jC (Ca%9�, K3 issued Telephone and /0 /k hold �f r pick u 5 53y rc � 1 ,3se I N N 12 h? AI ZD I have been informed`o he above items and requireme th`for obtaining a building permit. cant: 4�4w��� R ,�^c........ life 9PI, —� 1. Index permit applicatiodfor the above items numbered: I Plan Check Letter 2. Additional items requ�ired 6 Contractor, designer,�iwner, was advised of the above data by ❑ -phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the ab ve data by, ❑ phone, ❑ mail, ❑ couiger, by Date -K3 Plans reviewed by: Date: O - L, Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER P OBUILDING USE ► x -(—J J 1. BUILDING PERMIT FEES --Balance Due ................................................ ....... $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee. .......................... $ 2. SCHOOL DISTRICT FEES rA-rl t Jn ,��-"IahzL w - (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... �$360.$ Units A.P.# 0 (0 6 -aKC J )! DATE R CEI # DA REC. Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ / # Units Amt. q I✓D Commercial (S ft. x = $ 3 (D �� q ) ............. Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (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) 10. OTHER At time of permit application, I w adv' ed the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the p ch ing process. 917 APPLICANT DATE Pursuant to GoCichu de Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on you have 90 days from the date of approval of the project or from the imposition of the above mentioned items during w protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) lManufacturer Insulation Fact Sheet CertainTeed C11 This is CertainTeed Corporation I nsu Safe 4 Fiber Glass Blowing Insulation CertainTeed Corporation P.O. Box 860 Valley Forge, PA 19482 THERMAL PERFORMANCE—HORIZONTAL OPEN BLOW The following thermal performances are achieved at weights and coverages specified when insulation is installed with pneumatic equipment in a horizontal open blow application: R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. h.) Weight per sq. h. of installed insulation should not be less than: (lbs.) Should not be less than: (in.) 60 36.5 27 0.986 22 49 29.6 34 0.800 18'/2 44 26.4 38 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 10'/2 22 13.1 77 0.353 9 19 11.1 90 0.301 73/4 13 7.7 129 0.209 5'h 11 6.6 151 0.179 14 3/4 R -values are determined in accordance with ASTM C 687 and 518. Complies with ASTM C 764 as Type 1 insulation. THERMAL PERFORMANCE—SIDEWALL RETROFIT APPLICATION When installed with pneumatic equipment in sidewalls, the following thermal performances are achieved at the thicknesses, weights and coverages specified. R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ..FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. h. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (lbs.) Should not be less than: (in.) 29 35.8 28 0.967 71/4 22 27.2 37 0.733 5'h 16 19.8 51 0.533 4 15 17.9 56 0.483 31/e 14 17.3 58 0.467 3'h READ THIS BEFORE YOU BUY What you should know about R -Values. The chart shows the R -Value of this insulation. R means resistance to heat flow. The higher the R - Value, the greater the insulating power. Compare insulation R -Values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. To get the marked R -Value, it is essential that this insulation be installed properly. 0 0 Fwm PILAANNIM DIVISION- BUILDING PLAN APPROVAL use: C)K Date: -S Parking: uvwmong:. Other. Ser a I -V* I W Iq 57. \ S' AZ- i EQ U4 -M ��I-C—v FtEVIEWE® E BUTTE CO. FIRE DEPT. CALIF. DEPT. Ol FORESdTRY 0 approved as sub approved with. conditions per attached t beet. b (S,D Date ` ..J 1a; --.V-• KO 2a rN IAILM12 ME7E2 1 1 Maw MRS ZFGJ CDF FIRE SAFE REQUIREMENTS 2 AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made apart of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. 0[j] 1272.00 Maintenance of Defensible Space. To ensure continued //��'' maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, /- 1273.07 culverts and other apparteaant structures which supple- ment the roadway bed cr shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [ 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to_ those from 100-200 feet. [ 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. ` [ 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of I-, AP # PERMIT # NAME [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than,400 feet apart. [ 1273.10 ,.Turnaround. A turnaround shall be provided at all / building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates 1. Gate entrances shall be at least two feet wider than the roadway it serves. `P 2. The gates must be located at least 30 feet from the roadway and shall open to allow a.vehicle to stop without obstructing traffic on that roadway. [�] 3. Where a•one-way road with a single traffic. lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification. 1276.01 Setback for Structure Defensible Space. [ J 1. All parcels 1 acre aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ull property lines and/or the center of.the road. [1�] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [� .1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi_ial inspection of a building permit. Page 2 of 3 k AP # PERMIT # NAM Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves If Buildina Setback is Less Than 15 Feet Choose any"3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 1-0t of wall area toward property line with insufficient setback - Siding"from the following list: Stucco - 3 'coat Hardi-Board or Plank 'Masonry Masonry veneer Metal Other Butte County Fire Department approved materials [ l Date Signature Page 3 of 3 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements EMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California Electrical Code (1996 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility.to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any -responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one Y -O" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, run, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. • Attic access and ventilation (UBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide %s"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) , • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, U.B.C.) ji Pagel of 2 Owners Name: V .V 11 U Building Permit Number: (p 2 Plans Examiner: Martha Christy '� • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC National Electrical Code, Uniform Mechanical Code and Uniform210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detector's as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear operable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important COMPLY WITH ITEMS INDICATED BELOW ❑ . Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H. V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required .Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6., . The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. ❑ Fire sprinklers are required in this structure. This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and a ui ent including overhangs shall be clear of all easements. A setback oSi arm the side and *W, i 'from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 Owners Name: de,Ct Building Permit Number: Plans Examiner: Martha Christy 12-10 PLAN REVIEW RESPONSE FORM Q�\o In order to expedite the review ' I< PbM pkm' mopl* the Mowioj=10114"ad wad fd= this Loom with your re-sabmia: this form is not oompW as. to ion+ecdon itmk we vM not be " la for review. Zbcm Must be a response to every item roquefted in our pbn oonadn loW. *ft odor b not ooaddered a valid reWase. Please iadiate response to each item aad.tbe kation wbem the is matkn an be found an the pbas/ 21CL --- �t�53ttJ LowSIC 1 - 1 -9/19/d Io� 2�c� • 0Z(4 0-L 13 Z RESPONSE FOR PLAN CHECK LETTER DATED: CHECK ITEM 0 r RESPONSE BY: E.J• LOCATION ON PLANS/CALCS: COMMENTS: . w 4 CdYr a F�Qo� PLAN CHECK ITEM S RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: w 4 CdYr a F�Qo� PLAN CHECK ITEM M RESPONSE BY: P- LOCATION ON PLANS/CALCS: COMMENTS: (3 w P w 4 CdYr a F�Qo� PLAN CHECK REM K RESPONSE BY: LOCATION ON PLANS/CALCS: s COMMENTS: ., PLAN CHECK REM 0RESPONSE BY: LOCATION ON PLANS/CALCS: / COMMENTS: (s �(� %1°� +4.%c ope— • 1-2 September 3, 2002 Mr. Jesidowski P.O. Box 972 Paradise, Ca 95967 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 066-280-024 Building Permit Number: 02-1362 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. N N -STRUCTURAL COMMENTS: Truss supporting loads from mechanical unit must be sized for these loads. Please provide 2 copies of revised truss. PLEASE DO NOT FAX. 2. Enclosed are energy calculations with changes noted. Please provide two sets of revised energy calculations. Energy calculations must be done in the correct orientation for this site and orientation of the house on the site, not the plans. (house is reversed from plan to site). We will not accept energy calculations done for a mastered set of plan as this plan is not to be mastered. STRUCTURAL COMMENTS: 1. Line b does not meet conventional criteria at the garage. The offset of the Type 2 BWP exceeds four feet. 2. Account for wind load from the patio roof. 3. Provide footing for 8.7 kip reaction from Truss C-1 4. the interior continuous footing (detail 7/3) appears to be over stress with 17.8 k in reactions spread along six feet from Trusses C-2 and C -3A. 5. Detail bearing at the sloped bottom chord of Truss C -3A (solid bearing is required). If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Keith will answer your structural questions. 1 of 2 9 • Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Keith Long Plans Examiner Architect CC:Greg Pietz 2 of 2 July 18, 2002 Russell Niewald 531 5`h Street Willows, CA 95988 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 066-280-024 Building Permit Number: 02-1362 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: ,1!State Responsibility Area for fire control requires a 3 -coat stucco exterior wall covering as a mitigation measure. Please revise plans. Truss D1 is incorrect for span. Please provide revised truss. 3., russ supporting loads must be sized for loads. -Please provide revised truss. Braced wall panels locations are not on the plans. Please nonspecific locations STRUCTURAL COMMENTS: 1.. Shearwalls locations and some requirements from the engineering are not on the plans. Please not locations and requirements. 2. Architect of record is to review and approve trusses per his lateral design. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Plans Examiner CC:Greg Pietz Philo Hunt, P.E. Plan Check Engineer 1 of 1 • Owner: �� �d RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Building Permit Number: © a i3&z Plans Examiner: Martha Christy A. P. Number: Q U4# Z9a —®'- GENERAL: Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. 60 Building permit valuation. PLOT PLAN: �1! Complete parcel size and dimensions. t, ' Setbacks, side yard, easements, etc. .3! Other buildings or structures. A� Grading, fills and/or drainage. 67. Flood hazard. Special conditions on P 1 Map: Noise ❑ SRA Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees E] Federal Aid Route and/or Federal Aid Secondary Route setback requirement_ Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: ,.Y Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). �! 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). /3✓ Glazing in Hazardous locations (Uniform Building Code section 2406). ' Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). , GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). f� Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). { �W.. Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in !I a room, compartment or alcove opening directly. into any of these (Uniform Mechanical Code section 304.5). lll' Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building ! Code section 302.4 exception #3). i 2' Under no circurnstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). '. Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 "Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). RUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset.from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2.' A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number an I expiration date on all sheetsof lans depicting the designed elements and cover sheets of calculations. /jL/77/ S�-ec-�e2,� ��� 0.-? 3. Clerestory requiring ballo framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 5. Floor construction details complete enough to construct building. 6 Elevations and wall construction details complete enough to construct building. S Q�0 70 Roof construction details complete enough to construct building. C � — �i off` Fireplace construction details and calculations if necessary. 5`X Garage door header sizc.(s). Porch header size(s). Typical header size(s). ✓ 12. Stud heights. High expansive soil — special foundation design required. J,�Retaining walls. requiring design. Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of ai least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the compo4ents during conditions of flooding. MISCELLANEOUS ITEMS: �. Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). 1. Exterior plaster — weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-13-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 0. Attic access and ventilation (Uniform Building Code section 1505). 1. Sound requirements. Energy design compliance and supporting documentation. CDF responsible area requirements. � ILD G PERMIT REQUIREMENTS:y 1. SRA. �� .O 1%2 <✓� 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 PROJECT PROCESSING RECORD Applicant: —MeuJo4c( Owner: j C A. P. N: Permit #: 0 Work Description: Date Description of Step or Status 7 29 -tlkue-�at-�, ccxj� r ( I �t 1 0 4-r\, /), P ��I— I -- , ,,, . " . 7 ./--. -1-� VWD GREGORY A. PEITZ ARCHITECT 383 RIO LINDO AVENUE, CHICO CA 95926 (916) 894-5719 Structural Calculation's For: U' / y 6 Y -Z � s✓ tom- aS�� AR�tii c�►°aY '*No. 021 ae3 �- LOAD SUMMARY Wind Analysis Normal force method, exposure B, 75 mph,wind speed P=Ce CgQsI WALLS P = .62 * 1. 3 * 14.5 * 1.0 = .0 117 ksf@ 15 ft. P =.67 * 1.3 * 14.5 * 1.0 =.0126 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P =.76 * 1.3 * 14.5 * 1.0 =.0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P =.62 * 1.0 * 14.5 * 1.0 =.009 ksf. @ 15 ft. P=.67 * 1.0 * 14.5 * 1.0=.010 ksf. @ 20 ft. P=.72*1.0*14.5*1.0=011 ksf. @25 ft. P=.76*1.0*14.5*1.0=.011 ksf@ 30 ft. ROOFS 9:12 TO 12:12 P=.62* 1.1 * 14.5 * 1.0 =.010 ksf @.15ft. P =.67 * 1.1 * 14.5 * 1.0 =.01 I kst @ 20 ft. P=.72 * 1.1 * 14.5 * 1.0=.012 ksf @ 25 ft. P = .76 * 1.1 * 14.5 * 1.0 = .012 kst @ 30 ft. Seismic Analysis Static Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls' R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Gravity Loads ROOF LOADS: 10 psf dead load + 16 psf live load = 26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with 1 -coat stucco or siding N N N W h b W W W 461 W W x N N N 0 0 0 600 .. M M a aaa N M M M M M r�r Lo ON AIL .1 (12 x.23 (. LIr yr /A 12-141 50 SHEETS AMPAD 22-142 100 SHEETS 22-144 200 SHEETS D -q 22-141 SO SHEETS �wao 22-142 100 SHEETS 22-144 200 SHEETS V4rl s e. N N c 1 �. s r e Roof Beam[ 97 Uniform Building Code (91 NDS)1 Ver: 5.03 By: Gregory Peitz, Gregory A. Peitz Architect on: 05-23-2002: 3:13:57 PM Proiect:.NORMAN - Location: WINDOW HEADER Summary: 3.5 IN x 11.25 IN x 5.5 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 13.1% Controlling Factor: Area/ Depth Required 9.95 In Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.02 IN = U2840 Total Load: TLD= 0.03 IN = U2310 Reactions (Each End): Live Load: LL-Rxn= 2063 LB Dead Load: DL-Rxn= 473 LB Total Load: TL-Rxn= 2536 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 1.16 IN Beam Data: Span: L= 5.5 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof, RP= 5 :12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Roof Loading: Roof Live Load -Side One: LL1= 50.0 PSF Roof Dead Load -Side One: DLI= 10.0 PSF Tributary Width -Side One: TW1= 13.0 FT Roof Live.Load-Side Two: ,1_1_2= 50.0 PSF Roof Dead Load -Side Two: DL2= 10.0 PSF Tributary Width -Side Two: TW2= 2.0 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 10 PLF Slope/Pitch Adjusted Lengths and Loads: Adiusted Beam Length: Ladi= 5.5 FT Beam Uniform Live Load: wL= 750 PLF Beam Uniform Dead Load: wD_adi= 172 PLF Total Uniform Load: wT= 922 PLF Properties For: #2- Douglas Fir -Larch Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1107 PSI Adiustment Factors: Cd=1.15 Cf --1.10 FV: FV= 109 PSI Adiustment Factors: Cd=1.15 Design Requirements: Controllipq Moment: M= 3487 FT -LB 2.75 ft''frorr) left support critical, ,rpoment created by combining all dead and live loads. =Jylaximu h Shear: V= 2536 LB `Air rsuRpgrt' Critic` I $hear created by combining all dead and live loads. Comparisons With' Required Sections: Sectiotl Modulus (Moment): Sreq= 37.8 IN3 S= 73.8 IN3 Area (Shear): Areq= 34.9 IN2 A= 39.3 IN2 ,Moment of Inertia (Deflection): lreq= 35.1 IN4 1= 415.2 IN4 r _1-71 e � INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: W F I I,-,)* ENVIR. HEALTH, CHICO DATE: 1 RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER OWNER NAME: `o SEPTIC: WELL: AP#:.�� ADDRESS/LOCATION: i�1y0 Comments: 09 Lt _ ! ��� ��L� a. lew-(�M GUmemos/mleasehold 217 -0 Z -- GREGORY A. PEITZ ARCHITECT . 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 l0 C -5 PROJECT: � ✓v�p r I have reviewed the truss submittal for the above project and all loading design criteria have been met. /Gregory.AA. Peitz Architect BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) j School District c/j�t'�l CL�. Building Department No. A.P. Number of j�7—�%0-02//Jurisdiction: City ®County Property Owner Mr . �Tes /'n lo �K J , Property LocatioNAddress / 8 70 0 W P O 'P % b T)r , M00011 -a- �C A g6em Subdivision 9'7.3 ' Lot No 0*1 .................................................................................................................. 9 Residential Development © Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection) Irioor rians reviewea Dy scnool uistnct Distdct Identification No. —/ Aq /p s —z&.�—,aschool District certifies that v . 94� (City) has complied with the requirements of Resolution No. representing —1:3 S� square feet. J School District Representative Paid by Check # _- Remarks: 6 - (State) Sq. Footage (Including Exterior Roofed Areas) Date (Applicant) / f(Zip"Code) by payment of $�%% AB 2926 $ FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. 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) S feeform.xls (10/98)dmm � T\ 1 \ ��l APPROVED, , Butte County Environmental Health �r \ ate �! no ,94 .:. i r o a '�t � V,: WkM12 ►�ri�Tt-� 1. r GSL L_ptk' 2 M Q it M 2S L APPROVED J aarmit r Genera/ Information CONOITIONALLY APPROVED rr5—V PERMIT CLEARANCE Owners Name:�� Owners Address: ^^ nn�� Budding Site Address: 3%(�D ��ST AP— D1__ "KWK FO APPR.G Date: _ LL 0__ APx: 0 6 �OZ RD 0 24 Parcel Acreage: Propertvinforn�ation C S/- Ll Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residential Accesso ❑ 2nd Dwelling ❑ Multi-Famiy >2 units per parcel �Septic ❑ Well ❑ Other Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown i I Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Cther Road and Drainage Improvements Required: ❑ No ❑ Yes Aponcable Setbacks: ❑ Cohasset Panel Number: (3 Ll " ❑ Accessory Budding Use Zoning Code r t Hi hw Fire Prevention SuggiviSion Ha Zone District: I Date of Zoning Ordinance: Sice v J General Plan: Development Agreement: Rear Use Permit: D Variance: Parcel Is In: Land Conservation Agreement - No ❑ Yes, check use Minimum Acreage: _ Nitrate Action Plan ® No ❑ Yes Violation Area No ❑ Yes Specific Plan ® No ❑ Yes ❑ Chico ❑ 02N Enterprise Zone No ❑ Yes, check use. No ❑ Yes / Ix Floodplain Zone: No Yes ❑ Watershed Protection Zone Proposed Use Complies With: & General Plan Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown i I Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Cther Road and Drainage Improvements Required: ❑ No ❑ Yes Aponcable Setbacks: ❑ Cohasset Panel Number: (3 Ll " ❑ Accessory Budding Use Zoning Code r t Hi hw Fire Prevention SuggiviSion Ha Front Sice v J Side street Rear D Na�tnt °nwranmental Health Issues: Septic Permit Review well Permit Review: Land Development Review: Parcel Created by* ❑ Deeds geMap Agriculture Affidavit Required ❑ No ❑ Yes Designated well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Date of Creation: Legal Access Provided: Deed Reference: Legal Access Required: Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: P, r C_ Le STogrp— E 'L\(o - V Date of Recording: Lot: y C, Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ No ❑ Yes ❑ No ❑ Yes �o Block: Book:_ P ge:3 i ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Provide Creation Deed ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other General Comments: 5 ❑ Meet parcel size required by zone ❑ Meet current EHD requirement S4� D LAJ e> 4:; = �O� -To 2S - i A -- 'j 0 N G s+, AND WHEN RECORDED MAIL TO: t BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2002-00331 83 Recorded Official Records County Of BUT CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:46AN 26 -Jun -2002 REC FEE 10.00 CONFORM .00 Shauna Page Iof2 - AGRICULTURAL -STATEMENT OF ACKNOWLEDGMENT :. FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein, is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property maybe subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date 6-24-02 State of California County of BUTTE On 6-24-02 before me, VICKI GROSSE, A Notary Public personally appeared F. EDWARD J -- personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS m%;ha d d of EialseZ1. Signature '"� Seal: A.P. #! 066-280-024 VICKI GROSSE Commission £# 1327111 Z iQRlotary Public — California Butte County �( my Comm. Fires Oct 27, 2005 Description The land referred to herein is situated in the State of Califomia, County of Butte; and is described as. - follows: PARCEL I: LOT 463, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES COUNTRY CLUB ESTATES UNIT NO. 4", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 27, 1971, IN BOOK 38 OF MAPS, AT PAGE(S) 69 THRU 73. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. APN 066-280-024-000 PARCEL II: A N.ON-EXCLUSIVE EASEMENT OVER LOTS A, B, C, D, E, F; G, H, I; J, K, L AND M (THE COMMON AREA) OF SAID PARADISE PINES COUNTRY CLUB ESTATESUNIT NO. 4, AND THE LOTS DESIGNATED FOR COMMON AND RECREATIONAL AREAS AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI, XII, XIII,XIV, XV AND COUNTRY CLUB ESTATES UNITS NO. 1, 2, 3 AND 4. GREGORY A. PEITZ ARCHITECT 383 RIO LINDO AVENUE, CHICO CA 95926 (916) 894-5719 Structural Calculations For: y 1-:> F,vco2- -12 _e. v . ct /$ /o z AR i \V� aoaY A. At �C NO. C-21203 �- moo. RM7 Lo > aQ- LOAD SUMMARY Wind Analysis Normal force method, exposure B, 75 mph wind speed P=Ce CgQsI WALLS P = .62 * 1.3 * 14.5 * 1.0 = .0 117 ksf@ 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1 .0 = .0 136 ksf@ 25 ft. P = .76 * 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P = .62 * 1.0 * 14.5 * I.0 = .009 ksf. @ 15 ft. P=.67 * 1.0 * 14.5 * 1.0=.010 ksf. @ 20 ft. P=.72*1.0*14.5*1.0�A11 ksf.@ 25 ft. P=.76*1.0*14.5*1.0=.011 ksf @30 ft. ROOFS 9:12 TO 12:12 P=.62* 1.1 * 14.5 * 1.0 =.010 ksf @.15ft. P=.67 * 1.1 * 14.5 * 1.0=.011 kst @ 20 ft. P=.72*1.1 * 14.5 * 1.0 =.012 ksf @ 25 ft. P=.76*1.1*14.5*1.0=.012 kst@ 30 ft. Seismic Analysis Static Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Gravity Loads ROOF LOADS: 10 psf dead load + 16 psf live load = 26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with 1 -coat stucco or siding �a %1la�,s .Q / 13 8 -Ce 1 22-141 SO SHEETS 22-142 100 SHEETS 22-144 200 SHEETS N � I W L J o a w u (� „n CPO N N I M- ol 12-141 SO SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 411 Z-01 12-141 SO SHEETS 22-142 100 SHEETS 22-144 200 SHEETS LULL LU LU %U W N1 .sxa H N IA coo tm PSP PI h N ' N N N rloul R'Z. a Z e. - U. - /g,�'o-z- 0r Pft�'> Z� z- z x. Y Ire Roof Beam[ 97 Uniform Building Code (91 NDS)1 Ver: 5.03 By: Gregory Peitz, Gregory A. Peitz Architect on: 05-23-2002: 3:13:57 PM Proiect: NORMAN - Location: WINDOW HEADER Summary: 3.5 IN x 11.25 IN x 5.5 FT / #2 - Douglas Fir -Larch Dry Use Section Adequate By: 13.1% Controlling Factor: Area /Depth Required 9.95 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: LL-Rxn= Dead Load: DL-Rxn= Total Load: TL-Rxn= Beam Data: Bearing Length Required (Beam only, Support capacity not checked): BL= Span: Maximum Unbraced Span: Pitch Of Roof, Live Load Deflect. Criteria: Total Load Deflect. Criteria: Roof Loading: Roof Live Load -Side One: Roof Dead Load -Side One: Tributary Width -Side One: Roof Live Load -Side Two: Roof Dead Load -Side Two: Tributary Width -Side Two: Roof Duration Factor: Beam Self Weight: Slope/Pitch Adjusted Lengths and Loads: Adiusted Beam Length. Beam Uniform Live Load: Beam Uniform Dead Load: Total Uniform Load: Properties For: #2- Douglas Fir -Larch Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): . Adiustment Factors: Cd=1.15 Cf --1.10 FV: Adiustment Factors: Cd=1.15 Design Requirements: controlling Moment: 2.75 ff'frdn) left support Critical,.06ment created by combining all dead and live loads. Criti_l _Shear created by combining all dead and live loads. Comparisons With keg uired Sections: Section Modulus (Moment): Area (Shear): ,Moment of Inertia (Deflection): 5 0.01 IN 0.02 IN = U2840 0.03 IN = U2310 2063 LB 473 LB 2536 LB 1.16 IN L= 5.5 FT Lu= 0.0 FT RP= 5 :12 U 240 U 180 LL1= 50.0 DL1= 10.0 TW1= 13.0 LL2= 50.0 DL2= 10.0 TW2= 2.0 Cd= 1.15 BSW= 10 Ladi= wL= wD_adi= wT= Fb= Fv= E= Fc,_perp= Fb'= Fv'= M= V= 5.5 750 172 922 875 95 1600000 625 PSF PSF FT PSF PSF FT PLF FT PLF PLF PLF PSI PSI PSI PSI 1107 PSI 109 PSI 3487 FT -LB 2536 LB Sreq= 37.8 IN3 S= 73.8 IN3 Areq= 34.9 IN2 A= 39.3 IN2 Ireq= 35.1 IN4 1= 415.2 IN4 GREGORY A. PEITZ ARCHITECT 383 RIO LINDO AVENUE, CHICO CA 95926 (916) 894-5719 Structural Calculations For: A-..- /VC) -1, ( j . �zs (O C-0 C✓ S lc . c,�acAt( ►�ay -4. No. C-21203 �h Nom_ REN. / D� LOAD SUMMARY Wind Analysis Normal force method, exposure B, 75 mph wind speed P=Ce CgQsI WALLS P =.62 * 1.3 * 14.5 * 1.0 =.01 17 ksf@ 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P =.72 * 1.3 * 14.5 * 1.0 =.0136 ksf @ 25 ft. P =36 * 1.3 * 14.5 * 1.0 =.0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P =.62 * 1.0 * 14.5 * 1.0 =.009 ksf. @ 15 ft. P=.67*1.0*14.5*1.0=.010 ksf.@ 20ft. P = .72 * 1.0 * 14.5 * 1.0 = -011 ksf. @ 25 ft. P=.76*1.0*14.5*1.0=.011 ksf @,30ft. ROOFS 9:12 TO 12:12 P =.62 * 1.1 * 14.5 * 1.0 =.010 ksf@ 15 ft. P=.67*1.1*14.5*1.0=.011 kst@20 ft. P = .72 * 1. 1 * 14.5 * 1.0 = .0 12 ksf@ 25 ft. P = .76 * 1.1 * 14.5 * 1.0 = .012 kst @ 30 ft. Seismic AnaNsis Static Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Gravity Loads ROOF LOADS: 10 psf dead load + 16 psf live load = 26.psf total load FLOOR LOADS: 10 psf dead load + 40 psf. live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with 1 -coat stucco or siding N V ` ^f � S C � _ 1� Ir n41 w_ w v ew n t . o o o � u p N 1 - v o N f 7 22-141 50 SHEETS le�nnw�o 22-142 100 SHEETS \ -i 22-144 200 SHEETS O O IN N ` ^f � S C � _ 1� Ir f 7 22-141 50 SHEETS le�nnw�o 22-142 100 SHEETS \ -i 22-144 200 SHEETS O O IN N I /G: � 12-141 SO- SHEETS t 22-142 100 SHEETS 22-144 200 SHEETS 22-141 S0* SHEETS 22-142 100 SHEETS 22-144 200 SHEETS L om m OP 4W4k 'K L om m 5 Roof Beam[ 97 Uniform Building Code (91 NDS)1 Ver: 5.03 By: Gregory Peitz, Gregory A. Peitz Architect on: 05-23-2002: 3:13:57 PM Proiect: NORMAN - Location: WINDOW HEADER Summary: 3.5 IN x 11.25 IN x 5.5 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 13.1% Controlling Factor: Area/ Depth Required 9.95 In Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.02 IN = U2840 Total Load: TLD= 0.03 IN = U2310 Reactions (Each End): Live Load: LL-Rxn= 2063 LB Dead Load: DL-Rxn= 473 LB Total Load: TL-Rxn= 2536 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 1.16 IN Beam Data: Span: L= 5.5 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof, RP= 5 :12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Roof Loading: Roof Live Load -Side One: LL1= 50.0 PSF Roof Dead Load -Side One: DL1= 10.0 PSF Tributary Width -Side One: TW1= 13.0 FT Roof Live Load -Side Two: LL2= 50.0 PSF Roof Dead Load -Side Two: DL2= 10.0 PSF Tributary Width -Side Two: TW2= 2.0 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 10 PLF Slope/Pitch Adjusted Lengths and Loads: Adiusted Beam Length: Ladi= 5.5 FT Beam Uniform Live Load: wL= 750. PLF Beam Uniform Dead Load: wD_adi= 172 PLF Total Uniform Load: wT= 922 PLF Properties For: #2- Douglas Fir -Larch Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1107 PSI Adiustment Factors: Cd=1.15 Cf --1.10 FV: FV= 109 PSI Adiustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 3487 FT -LB 2:75 Orom left support Cn.bc;pl.,Moff ent created by combining all dead and live loads. :-WAinum.Shear: V= 2536 LB A.uRP.oit:"' Critical $hear created by combining all dead and live loads. Comparisons With ROuired Sections: Sectio. Modulus (Moment): Sreq= 37.8 IN3 S= 73.8 IN3 :. Area (Shear): Areq= 34.9 IN2 A= 39.3 IN2 .Moment of Inertia (Deflection): Ireq= 35.1 IN4 1= 415.2 IN4