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Home My WebLink About065-040-001a ..w 65-04-1 William A. Beedle W/S Hupp Coutolenc Rd., app.1000'NW of Coutolenc Rd., lot 1, Magalia Permitk493`6- 79B ( ew r=, tacked gar . 0040-00I r — 02-089t�IAA WITBERG, FRANK 6772 HUPP COUTOLENC, MA NSF __W/ATTACHED GARAGE �/ �OA ENERGY INSTALLATION CERTIFICATE Bua.lding�Owner _ 1►'V9nue e, Building Permit # 02- BuildingLocation %%Z /-r�Pr ��J� �e� ROOF,�tS ids_ DESCRIPTION OF INSULATION Mater-ialT'pe Thickness(inches) EXTERIOR WALL Material Thickness(inches) CEILING Batt or Blanket Type Z, '_- s Thickness(inches) /J. Loose Fill Type Minimum Thickness (Inches) Area covered(ft.2)_. FLOOR, ELEVATED Material LO Az el Thickness(inches) FLOOR, SLAB Material__ C0�.c0--64GG Thickness(inches) Width(inches) FOUNDATION WALL Material CvI^- Gree_ Thickness(inches) Brand Name e rL I ' Thermal Resistance (R Value)-&? Brand Name ,S dX e '61 Thermal Resistance(R Value) Brand Name •SA,4.e AS A Thermal Resistance(R Value) Brand Name . Number of Bags Wt. per bag _ lb. Thermal Resistance(R Value) Brand Name 'f,6 A P- A l 'disv we Thermal Resistance(R Value) Brand Name ,Thermal Resistance(R Value)_ Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building, , 1s consistent with. approved building department--plans--and at-tachments .and- con- forms with requirements of Chapter 2-53 of State of California Energy Requirement FIRM NAS/OWNER STATE CONTRACTOR'S LICENSE 140. SIGNATURE OF INSTALLATION APPLICATOR DATE I hereby certify the required features, devices, and equipment, ab shown on the approved Building Department plans and attachments -have been installed and.conform to the appli- ance standards and Chapter 2-53 of the State of California Energy requirements. BUILDING CONTRACTOR/OWNER (P1 ase Print) (FIRM NAME) SIGNATURE OF BUILD CONTRACTOR/OWNER HVAC FIRM NAME/OWNER (Pease Print) STATE CONTRACTOR'S LICENSE NO. DATE STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF HVAC CONTRACTOR/OWNER DATE THIS CEI TIF ICATE r1UST BE ON FILE WITH THE BUILDING DEPARTI LENT PRIOR TO FINAL, INSPECTION ...PPROVAL, AND A COPY SHALL BE POSTED WITHIN THE BUILDING. SEPTEMBER 1988 INTER -DEPARTMENTAL MEMORANDUM Qq o� F TO: BUILDING DIVISION, OROVILLE \ 5 0,h FROM: u ENVIR. HEALTH, CHICO DATE: FA, al 6-t`3 RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: WELL:.'A7 AP#:aQ<7- 6L4,( --0th ADDRESS/LOCATION: / Comments: GUmemos/mleasehold Ytr NOTES ;; RESIDENTIAL PERMIT N0. _ 06040-001 02-0899 WITBERG. FRANK 6772 HUPP COUTOLENC, MAGALIA 1 NSF W/ATTACHED GARAGE r -� 1: OFFIC COPY I ` / t Address " GASloo.11,,l / �Q— , Meier. Bu_- OFFICE 0 r i (D-772 -t�t� Address u E ' IGAS Meter By Date ELECTRI ` Meter By Date �? t�-ECKED } BY. a FLOOD CERTIFICATE REQ. -' FIRE SPRINKLERS REQ. t SPECIAL INSPECTION ITEMS m VERIFY �{ USE PERMIT CONDITIONS SUB-STANDARD HOUSING LETTER N } JOB FINALED (Date) Z " 0 3 y I Signature - J = OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Sbils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh r 10. Roof; Shthg-Roofing Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector FINAL (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances Setbacks -Easements E. Drain; MH Test -Fall -Flex Connector Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged Elec.; Pool Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cert. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 11. Cert. of Occupancy Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts -Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh r 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 15. 0 = Not OK Card B-1 Date Card B-1 - = Not Applicable RESIDENTIAL (: = Not Ready C. ucts Insulation & Support Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope Date Fig., Main; Soils-Elec. Grnd.-/ P Fig. Depth Card B-1 Date Card B-1 Fig., Garage; Soils-Steel-Elec. Grnd.-/ r Fig. Depth Vk g., Porches & Decks; Soils -Steel-/ r Fig. Depth /Z-%temwalls, Main; Steel-Blockouts-Wrapped ate Htr.; Vent -Access -Combustion Air Baffle sternwai s, Garage; Steel-Blockouts-Wrapped 1 Hold Downs and Special Anchors Date Slab, Steel -Wrapped Fittings & Anchor -Nail Protection 8. Piers -Fireplace Ftg.-Steel i D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 1 F, Gas Pipe; Size Anchors - Yard Gas Pip< Size Tes 1/ Water Pipe; Test -Anchors -Regulator -Service Test 12. lectric Underground enums & Ducts; Clearance -Material -Support -Ins. 2�ze_QAxes & No. of Conductors Stapled o nstalled Close to Edge of Studs & C.J. Equi and made up w/Mech Fasteners -Bond Gas & Water 2ppliance Circuits in Kitchen & Conductor Size GFI 269. ed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI ange Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At InWaated Neutral O Yes ❑ No Service -Riser Conductors & Ground Main Disconnect quipGlearances Panels-Motors-Mech. Equip. othes set Light -Shower Light -Spa Light 4. oke Detector Date 15. Access & Ventilation Card B-1 Date Card B-1 1 . Insulation C. ucts Insulation & Support Date Card B-1 Date Card B-1 Date Fu ce-Vent Access -Comb. Air -Return Air Vent 115 outlet Card B-1 Date Card B-1 Date Date PLU BING (Permit) OK except #'s Comments at Final: 1 ate Htr.; Vent -Access -Combustion Air Baffle Card B-1 Date Card B-1 1 at Pipe; Test & Anchor -Nail Protection Date lL.A5WV1fest Fittings & Anchor -Nail Protection 4 . Walls Studs -Nailing Spacing & Braces -Plates -Sound i r an; Test, First Floor -Tub Access 22. est Tub & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors ders & Beams -Size & Bearing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECT CAL (Permit) OK except #'s ur@.�ansformer Clearance -Ins. Protection 24. c.Ja*eeptacles Spacing -Lights & Switches at Doors 2�ze_QAxes & No. of Conductors Stapled o nstalled Close to Edge of Studs & C.J. Equi and made up w/Mech Fasteners -Bond Gas & Water 2ppliance Circuits in Kitchen & Conductor Size GFI 269. ed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI ange Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At InWaated Neutral O Yes ❑ No Service -Riser Conductors & Ground Main Disconnect quipGlearances Panels-Motors-Mech. Equip. othes set Light -Shower Light -Spa Light 4. oke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MEQJOANICAL (Permit) OK except #'s C. ucts Insulation & Support 3 Fan, Exhaust above insulation C de ate Drain & Overflow, Size & Grade Date l% �1 Fu ce-Vent Access -Comb. Air -Return Air Vent 115 outlet Date Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date RAMING (Permit) OK except #'s its Proper Materials & Anchors 4 . Walls Studs -Nailing Spacing & Braces -Plates -Sound 4 . ea g Walls over Girders & Floor Nailing *ioollrat.Slop in Walls (rat proof) re Sto Furred Ceilings -Stairs -Chasers -Tubs ders & Beams -Size & Bearing jingle & Duplex) Date NG (Continued) 46�<angeE,%- aps-Anchors-Connectors ing st-Rftr. Ties-Purlin-Roll Brac'-Truss-Shtipg.-Rfng. ree s or Type A Flue -Fireplace Throat Clearance 4.4'fic ASize & Romex Protection -Draft Stop -Ins. Baffles dr mdows or Exiting Doors -Sill Ht. & Dimensions arae otection Framing rop ine Firewall & Openings 69—tx—t, Doors -One 3' -Check Garage 3rd Story, 2 Exits fairs -Headroom-Rise-Run-Landing-Fire Protection Ivwood otrRectOverhana-Attic Vents -Rafter Outriaaers Vents-Underflr. Access g Area -Glass Proteci Walls; Nai it olts rior/Exterior Wall ' (p— vp ) PY y C-5 61R/ v Dat Card B-1 U Date Card B-1 Dat Card B-1 Date Card B-1 Dat Z FINAL (Plans) OK except #'s 6 . . Steps -Door & Sidelight Protection -Landings qV)Smoke Detector Furnace Vents -clearance -Comb, Air -Connector - n Garage; Above Floor-Ducts-Mech. Protection 06. Broom Exiting 6 I. & Bath Fixtures & Tub Access -Spa V,giec. Trim & Subpanel, Breaker Sizes & Labels airs & Rails 7 fireplace or Stove, Clearance -Hearth 7 lec. Outlets at Wood Panel, Int. & Ext. 7 Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 7,3: Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure X A.C. Duct in Garage -Damper 7§/Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 73/ Plb., Elec. & Mech. Equip. Listed for Location 7pe' Elec. Receptacles in Garage (F.F.I.)-Romex Protection 71( Insulation -Foam -Looked in Attic Be Guard Rails & Deck Construction -Post Caps B,;/Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor E) Yes Following Instld./Drive es ] No/Walks,/JYes 0 No/Planters 0 Ye No 482 -Stucco Brown -Finish A . Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Water Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground �P Ventilation Throughout House Glass Protection 99/Corrections from Previous Inspections 9/ Gas Test -Meters Tagged, Gas -Electric 92� Water & Sewer Connected -C/0 to Grade -HD Approval W'.' Energy Compliance Certificate -Other Certificates e . Address Posted Date l% �1 Card B-1 /1 J Date Card B-1 b Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA - (530) 538-7541 CORRECTION NOTICE .y 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. s e- w !� ,fie s.i1a- bwl ! L) / Date G/, y/ Inspector REV 10/92 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 AXE 00�=o ;. is OWNER J 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.- z. -X i r :D Date REV 10/92 Inspector x COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION I 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754bA E NO. (Rev.12i'96) APPLICATION AND PERMIT _t0 ASSESSOR PARCEL NUMBER 065-040-001 ZONING BUILDINGPERMIT OWNER WITBERG FRANK871-9884 TELEPHO E SO. FT. OCC. BUILDING VALUATION 1848 R 99792.00 .OWNER'S MAILING ADDRESS 6772 HUPP COUTOLENC MAGALIA CA 95954 CFT.T. 970-2-1()l840 U 15120.00 CONTRACTOR'S NAME OWNER TELEPHONE 226 0 1 1582.00 CONTRACTOR'S MAILING ADDRESS 36 C 468.00 CONSTRUCTION LENDER S, F � /.000 . 00 L Est. FirepLlacce 1500, 0 LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $751.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $488.50 %I�JYDDRESS HUPCOUTOLENC MAGALIA CA 9595 Energy Plan Checking Fee $ 23.00 PERMIT FEE $1283.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 131 7.00 91.00 USEOFSTRUCTURE SF r Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New CK Addition ❑RRe��model ❑ Utilities ❑ Installation ❑ Other ❑ I1Vl;W( Describe Work: 3 BR/2 2 BATH Si F7WITH 2 ATTACHES (G-ARaGES(ONE GARAGE W/BATH) tRETAIININGAWAID Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I W I@20.00 PERMIT FEE s 171.00 ELECTRICAL PERMIT Fling Fee 20.00 LE Main Service A0. LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. .. OWNER -BUILDER DECLARATION eeby 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 ereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the ' performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) 9 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. a e / �? - o a Ngnature O e t is re u�00W-hercav❑Contractor ❑Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00so OCU000A W:U200A NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. S.3.50 Fr.. 112. NO" N.palpT MULTI -OUTLET IRCUITS@7,50 APPARATUs a SINGLE OUTLET C1 R. .00 EX. Occup. OUTLET OR FIXTURES BAL @ I. 0 FVED APPLNS. OR 5.00 Ex. Occu . oLmETs RESID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $132.30 MECHANICAL PERMIT Fling Fee 20.00 Heating 1 15.00 15.00 Cooling Hood 6.50 6-90 Ventilation 2 4.50 9.00 Gas tireolace 1 15.00 15.00 PERMIT FEE $ 80.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 OCC R1 CONST. TYPE VN TOTAL FEE $ 1712.80 HAZ, - D. FEES IMP FLOOD ✓ CD PARCE PD HD 55U This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By /VW6 PERMIT EXPIRES ON the applicable Resolutions been paid. Date eTe provisions to do work R iQ ReceiptN.o. WHITE-DD.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER P -L A 04 1 PROPOSED BUILDING USE 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ HOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ 30,06 Units Commercial (sq. ft.) ............... x $0.03 = $ z)q. n. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 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 A.P.# Dy0_ db� DATE ` U RECEIPT # DATE REC. 353,,,-;�U�� 3 3aav � At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT f —L'/// �G2Z/'.!9 ` DATE Pursuant to Government Code Section 66020, You are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) r COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION e 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538'-2140 ffi PERMIT APPLICATION DATA SHEET i OWNER; �ASS SOR PARCBER Fd Proposed Building Use: a� agCQ�eran Date: 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. JF3Complete 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. DC4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. �. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. . (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ok 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 P,ejpai.ning items needed to issue the permit. (May require additional plan review upon receipt of the following items.) W4".. Fees as shown on the attached Schedule of Fees Due Sheet ....................;Fw........ ❑ 15. Statement of Intent for Non -heated and A/C Buildings ................................. ....., �6. Sanitation and plot plan approval from the Environmental Health Department in CD 0K.AO4'd C� �7. City of Chico Plumbing permit ...................... y 18. California Department of Forestry plan approval paid. Sent by: ❑ 19. Planning approval for (A) Use: 01C (B)Parking: (C) Parcel Check:—j -7_cYL ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 2 Letter of Signature authorization................................................................... Recorded copy of Agricultural Acknowledgment Statement... %''�'`................... -�' l ` y 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 0. ❑ GraT�_V eed, ❑ M. Tid 0. Other: ► I ✓�en issued Telephone or S 7d of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 'S --1 • c, —.)- k�` hold for pickup I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: 1. Index permit application for the above items numbere : an Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, Cfl mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Z-- S • Date: Plans approved by: Date: Structural reviewed by: Date: ( _77f-0— Z Structural approved by: Date: Note transfer by: Date: Yellow: Building Division L TO: Building Denar % FROM: Env' mental Health SUBJECT: anitation Clearance Owner U n Approved for: Sewage ®ispo arance for dwelling. Other Hold final for: Final clearance O.K. f r: NOTE: E.H. USE ONLY Plat Plan &itachad Fiaaa Man Mise d sent to G.D. 1_ tionAP# Water Supply: Public ,Priya I i 8/96 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. 07)I personally plan to provide the major labor and materials for construction of the proposed j� property improvement: YES NO 13 I HAVE HAVE NOT 13 signed an application for a building permit for the proposed' �3,, I have contracted with the following person (firm) to provide the proposed constructio ME: all AD PHONE: 4. I plan to provide portions supervise, and provide the NAME: ADDRESS: PHONE: CITY: CONTRACTOR'S LICENSE this work, but I have hired following person to coordinate, firer work: CITY: CTORtS, LICENSE NO. 5. I will provide some of tht ut I have contracted (hire the following persons to provide the work indicated: NAME ESS PHONE YPE OF WORK SIGNED: PROPERTYOWNER: 4— SOCIALS CURITY NUMBER: DATE: �! d NOTE: This Owner -Builder Verification is required by Section 198.31 and 198.31 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER P, OWNER BUILDER INFORMATION 'I Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an emplover, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information aboutyour 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 corder State Law, contact the Department of Benefit Payments and the Division of industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing, his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contactors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I4MP-e'rC4iuilding 1(�� B.O. ,spection NOTE: This Owner -Builder Information is required by Section 19810 of the Californla Hea111r and Safety Code. OVER PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your resubmittal. this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. Thera must be a val response to every item requested in our plan correction letter. "By others'' is not considered a valid response. • please indicate yo response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME _ ._ ._ . _ . _._ ..._ ... _.._ ..... _...... DATE: -., ,.... ASSESSORS PARCEL NUMBER PERMIT NUMBER aha - bof ��-DS7S9 �KtZWUNSt rUK FLAN CHECK LETTER DATED: PLAN CHECK ITEM # ` RESPONSE BY: DG✓tiC,�L��Gr �� ,� LOCATION ON PLA�VS/�CS: - Nc).t.- J7ucTarrAt COMMENTS: xoeO > oro c/ o��oee-P,(eo1 Alec, jY,41 PLAN CHECK ITEM # ' # /� RESPONSE BY: U GJh e Z /I've %p Q/L LOCATION ON PLANS/CALCS: Jeee ' S7v' C rLIAA,'- v 6rA A./t�P11 b ^41�4 i ^ ibld/e,r; COMMENTS: ® '/4��. X P1 k PLAN CHECK ITEM # RESPONSE BY: e 113v1 1,0eX. LOCATION ON PLANS/CAL'CS: s1/&e r 4 IT/zve-TvQA4— COMMENTS: '4 %� LOCATION ON P CHECK ITEM # I RESPONSE BY: I LOCATION UN --P A PA cVW%7 Certificate of Conformance Certificate 054074 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species 4 IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members -were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection•of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. ° °o''% pVY0-_4r (P G 10 goo f f #; it ,N` ; 0�S by .- 4fL I Aa,. Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 96411-0700 Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 X • APAcVffsp Certificate of Conformance Certificate 054072 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural 4, Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. by 4a19&— % Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA THE ENGINEERED WOOD ASSOCWTION l 7011 South 19th Street -P.O. Box 11700 -Tacoma, WA 98411-0700 Telephone: (253) 565-6600 - Fax Number: (253) 565-7265 ?. Job number )A96036 Structural calculations for Project )5typical 'spiral stairs Plan » Name »Chico Iron Address »Chico, California 9:53 AN 483f94. Aithitectural Engineering Specialists 20 Constitution Drive Suite A Chico, California 95926 (916) 895-1125 (916) 893-0532 Pas i X23 des.i ` n —ty�i ca I Sfair +ye -,A VJdA = oo7 ksf w - . 100 k rf -typice, I -I,rec,d 4 z aSSiJr►iQ, May, o corce,,,,+v,--+ell a} 3 �2.29� = I.S3� ►'1)md,t = 1,92 (JO -7) 1,53 = ,31 < I,SGIt- 0,110- ► $-m �,. 3 CFS Version 2.10 SECTION: CFS1 Rev. Date 04-19-1996 Rev. Time 16:16:32 Section Input Yield (Fy) 50.000 One Inch = 1.0000 Modulus (E) 29500.000 U Override 0.0000 Unit Weight 1.4000 3 Override 0.0000 Part 1 thickness 6.1050 12 Gage R Y Length Angle Radius Web k CG Placement 0.000 0.000 3.500 90.006 0.1250 No 0.00 from Lower -Left 1.675 2.303 3.150 0.000 6.1250 No 0.00 from Upper -Right -1.875 -1.197 1.500 -90.000 0.1250 No 0.00 Design Parameters: Ra = 1.000 Ry : 1.000 Rt : 1.000 Li : 0.000 Ly : 36.000 Lt : 36.000 Cbi= 1.006 Cby: 1.000 Cei: 1.000 C®y: 1.000 Loads: P Mx Vy My Va Entered 0.0000 0.0000 6.0000 0.0000 0.0000 Applied 0.0000 A.0000 0.0000 0.0000 0.0000 Alloie-d 6.6471 18.7583 0.0006 26.4395 0.0000 Ad : 1.09070 Iid : 1.44006 1ye : 2.77495 Sxe(t): 1.20313 Sye(1): 1:41998 Sxe(b): 0.62526 Sye(r): 1.47998 AISI Interaction Equations C5-1 (P,Mx,t4p). 0.000 + 0.000 + 0.000 = 0.000 C5-2 (P;Mi,My) 0.000 i 0.000 + 0.000 : 0.000 C3.3-1 (lla,Vy) 0.000 +iiii*i :**iiia C3.3-1 (My,Va) 0.000 +iiiiii :iiiiii YY)CCAf : I.s&OZ. 3 CFS Version 2.10 Yield (Fy) 50.000 Modulus (E) 29500.000 Unit Height .3.4000 Section Input One Inch = Cp Override J Override SECTION: .CFS1 Rev. Date 04-19-1996 Rev. TiMe 16:23:52 1.0000 0.0000 0.0000 Part 1 Thitkness 0.1050 12 Gage x Y Length Angle Radius Web k CG Placement 0.000 0.000 2.437 90.606 6.i250 Ko 0.00 from Loaer-Left 5.065 1.996 10.130 0.000 0.1250 No 0.00 fro® Upper -Right -5.065 -0.441 2.437 -90:000 0.1250 No 0.00 Design Parameters: Ra = 1.006 Ky = 1.000 Rt : 1.000 La = 6.600 Ly = 36.000 Lt : 36.000 Chi: 1.000 Cby= 1.000 tmx= 1.000 C®y= 1.000 Loads: P Ma vy My Ya. Entered 0.600 0.000 0.000 0.000 0.000 Applied 0.000 0.000 0.000 0.000 0.000 Allovid 19.411 10:518 0:000' 103.569 0.000 Ai = 1.5374 Iae : 0.7180 lye : 20.9926 Sxe(t): 1.6280 Sye(1)= 4.1441 Sxe(b)= 0.3597 Sye(r)= 4.1447 AISI Interaction Equations C5-1 (P,Ma,My) 0.000 4 0.000 4 0.000 : 0.000 C5-2 (P,Ma,My) 0.000 + 0.000 4 6.006 : 0.000 C3.3-1 (Mx,vy) 0.000 4xitiii =:iiiiit .C3.3-1 (1 y,va) . 0.000 iiiiiii =iiifii 5 �1 h - ypviav-d✓a� b p,Gk Fs sh.11 be 34 x .IZOv s akc- -tubes 3 S x- , 04-b rrJ fop ,�a►.� S��tl be IZ"0 ",,0 5 1 f Sx � . o94 „i 3 Ov-!'Side r—ao 11S St2��S IS 2q S u Assvh-,,�r� 4 v�rt�c�l posTs e� ass��►�ly. mak CA- el tl^ o.'} I SZ +AJA, % +ICK -34 ma x � v -z � I i.s �x�� ,, - d �.- �•Y, Y`a � I con��c�°�►-a�- � Q,-, , mak CA- el Ct- I SZ +AJA, % +ICK -34 ma x Asp SA2 Tw7If �-3(o CVaiuCs lw � =36#,i ) •3o �`�•S�� - Z..S�� IIs,, . 23 21 19 17 1 1S 13 2' 2 R 24 Soltalijrii L' -C: load G V-0, I I i 4 1" AES RISA -3D (R) Version 2.1 20 Constitution Drive; #1 `Chico; CA 95926 Job : Page: 18 Date: 4/22/96 ----'--'-'--'-'------------< Joint Coordinates > -------------Joint---------- Joint X Z No Coordinate Coordinate Coordinate Temperature ------------------ ft ------------ ft ------------ ft --------------- 2.460 0.000 0.000 0.00 2 2:460 0.000 -2.830 0.00 3 2.440 0.316 0.000 0.00 4 2.440 0.316 -2.830 0.00 5 2.379 0.626 0.000 0.00 6 2.379 0.626 -2.830 0.00 7 2.279 0.927 0.000 0.00 8 2.279 0.927 -2.830 0.00 9 2:141 1.211 0.000 0.00 10 2.141 1.211 -2.830 0.00 11 1.968 1.476 0.000 0.00 12 1.968 1.476 -2.830 0.00 13 1.762 1.717 0.000 0.00 14 1.762 1.717 -2.830 0.00 15 1.527 1.929 0.000 0.00 16 1.527 1.929 -2.830 0.00 17 1.267 2.109 0.000 0.00 18 1.267 2.109 -2.830 0.00 19 0.986 2.254 0.000 0.00 20 0.986 2.254 -2.830 0.00 21 0.688 2.362 0.000 0.00 22 0.688 2.362 -2.830 0.00 23 0.380 2.431 0.000 0.00 24 0.380 2.431 -2.830 0.00 25 0.064 2.459 0.000 0.00 26 0.064 2.459 -2.830 0.00 ---------=-=-=-=----------< ------ Joint ------ Boundary Conditions --------- No X Translation -------- ----------- Rotation ----------+ Y Z Mx My Mz ----------- K/in------- K/in------- K/in------ K-ft/rad--- K-ft/rad---K-ft/rad--- 2 Reaction Reaction Reaction Fixed Fixed Fixed 4 Reaction Reaction . Reaction Fixed Fixed Fixed 6 Reaction Reaction Reaction Fixed Fixed Fixed 8 Reaction Reaction Reaction Fixed Fixed Fixed 10 Reaction Reaction Reaction Fixed Fixed Fixed 12 Reaction Reaction Reaction Fixed Fixed Fixed 14 Reaction 16 Reaction Reaction Reaction Reaction Fixed Fixed Fixed 18 Reaction Reaction Fixed Fixed Fixed Reaction Reaction Fixed Fixed Fixed 20 Reaction Reaction Reaction Fixed Fixed Fixed 22 Reaction Reaction Reaction Fixed Fixed' Fixed 24 Reaction Reaction Reaction Fixed Fixed Fixed 26 Reaction Reaction Reaction Fixed Fixed Fixed AES 2O'Constitution Drive; Chico; CA 95926 RISA -3D (R) Version 2.1 #1 Job : Page: 19 Date: 4/22/96 u 0 Materials Material Young's Shear Poisson's Thermal Weight Yield Label Modulus Modulus Ratio Coef. Density Stress ------------ -Ksi---------- Ksi------------------ K/ft3------- Ksi------ STL 29000.00 11154.00 0.3000 0.65000 0.490 39.00 --------------------------------< Sections Section Database Material As As I I Label Shape Label Area yy zz Torsion yy zz J ------------------------------ in -2 --------------- in -4 ------- ` in"4----- in"4--- PICK STL 3.02e-1 1.2 1.2 1.8e-2 1.8e-2 1.00 TOPR PI1.5X.065 STL 2.93e-1 1.2 1.2 7.56e-2 7.56e-2 1.5le-1 -=----------==------------------< Members >_ -------- Member Joints x Axis Section End Releases -------- Offsets Inactive? ko ----=------=-3-------------------x I J K' Rotate Set I: MMM J: MMM I -End J -End Label Length 1 1 zx z -x zx z---' Y Y Y Y in 2 3 5 - 0.32 3 5 7 TOPR 0.32 4 7 9 TOPR TOPR 0.32 5 9 11 TOPR 0.32 6 11 13 TOPR 0.32 7 13 15 TOPR 0.32 8 15 ii TOPR 0.32 9 17 19 TOPR 0.32 10 19 21 TOPR 0.32 11 21 23 TOPR 0.32 12 23 25 TOPR 0.32 13 1 2 PICK A11PIN 0.32 14 3 4 PICK A11PIN 2.83 15 5 6 PICK A11PIN 2.83 16 7 8 PICK A11PIN 2.83 17 9' 10 PICK A11PIN 2.83 18 11 12 PICK A11PIN 2.83 19 13 14 PICK A11PIN 2.83 20 15 16 PICK A11PIN 2.83 21 17 18 PICK A11PIN 2.83 22 1.9 20 PICK A11PIN 2.83 23 21 22 PICK A11PIN 2.83 24 23 24 PICK A11PIN 2.83 25 .25 26 PICK A11PIN 2.83 2.83 ----"----------'--------=< BLC ------------- - Basic Load Case Data ----------------------- No. Basic Load Case Load Type Totals Description ------------------------ Nodal Point Dist. Surface 1 Lateral load AES •20 Constitution Drive; `-Chico, CA 95926 RISA -all (a) Version 2.1 #i Job . Page: 20 Date: 4/22/96 Joint Loads/Enforced Displacements, BLC 1 Joint is this a Load or Direction Number a Displacement? ---1---------------L-------------------X- (X,Y,z,Mx MY'Mz) Magnitude 13 ------------- K , K -ft in rad--------- .� . 3 L 0.054 Y 0.054- .054-Load LoadCombinations >--------------- No. Description BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac RWPE SSdv 1 Total load 1 ] --------------------- ------------------- Member Section Forces, LC 1 : Total load Member Joints Shear Shear Moment Moment i - J Sec Axial Y -Y z -z Torque Y -Y z -z ---------------------- K -------- K -------- K ------- K -ft ------ K -ft ------- K -ft --- 1 1- 3 1 -0.01 0.00 0.30 -0.00 -0.03 0.00 2 -.0.01 0.00 0.30 -0.00• -0.01 .-0.00 3 -0.01 0.00 0.30 -0.00 0.01 -0.00 4 -0.01 0.00 0.30 -0.00 0.04 -0.00 -------- -0.01 0.00 0.30 -0.00 0.00 2 3- 5 1 -0.02 -0.00 0.16 -0.00 0.03 -0.00 2 -0.02 -0.00 0.16 -0.00 0.04 0.00 3 -0.02 -0.00 0.16 -0.00 0.06 0.00 4 -0.02 -0.00 0.16 -0.00 0.07 0.00 ----------------------------------------------------------- -0.02 -0.00 0.16 -0.00 0_08 0.00 3 5- 7 1 -0.03 -0.01 0.08 -0.01 --------------- 0.05 0.00 2 -0.03 -0.01 0.08 -0.01 0.06 0.00 3 -0.03 -0.01 0.08 -0.01 0.07 0.00 4 -0.03 -0.01 0.08 -0.01 0.07 0.00 5 -----2 -----------------------_--- -0.03 -0.01 0.08 -0.01 08 0.00 4 7- 9 1 -0.04 -0 02 0.05 -0.01 0.06 0.00 - 0.04 -0.02 0.05 -0.01 0.06 0.00 3 -0.04 -0.02 0.05 -0.01 0.07 0.01 4 -0:04 -0.02 0.05 -0.01 0.07 0.01 5 -0.04 ------------------------------------ -0.02 0.05 -0.01007 0.01 5 9- •11 1 -0.04 -0.02 0.04 -0.00 0.06 0.01 2 - -0.04 -0.02 0.04 -0.00 0.06 0.01 3 -0.04 -0.02 0.04 -0.00 0.07 0.01 4 -0.04 -0.02 0.04 -0.00 0.07 0.01 5 -0.04 ----------- -0.02 0.04 -0.00007 0.02 6 11- 13 1 -0.04 ---------------------- -0.03 0.01 -0.00 0.06 0.02 2 -0.04 -0.03 0.01 -0.00 0.07 0.02 3 -0.04 -0.03 0.01 -0.00 0.07 0.02 -AES 2.0 Constitution Drive, Chico; CA 95926 RISA -3D (R) Version 2.1 #1 Job Page: 21 Date: 4/22/96 10 ---------------< Member Section Forces, LC 1 : Total load Member Joints Shear Shear Moment Moment I- J Sec Axial y -y z -z Torque y -y z -z ----------------4-----K -------- K -------- K ------- K -ft ------ K -ft ------- K -ft--- 0.04 -0.03 0.01 -0.00 0.07 0.02 5 -0.04 -0.03 ----------------------------------------- 0.01 -0.00 0.07 0.03 1 13- 15 1 -0.04 0.03 -0.01 0.00 0.07 0.03 2 -0.04 0.03 -0.01 0.00 0.07 0.02 3 -0.04 0.03 -0.01 0.00 0.07 0.02 4 -0.04 0.03 -0.01 0.00 0.07 0.02 5 ---------------------------------------------------------------------------- -0.04 0.03 -0.01 0.00 0.06 0.02 8 15- 17 1 -0.04 0.02 -0.03 0.00 0.07 0.02 2 -0.04 0.02 -0.03 0.00 0.07 0.01 3 -0.04 0.02 -0.03 0.00 0.07 - 0.01 4 -0.04 0.02 -0.03 0.00 0.06 0.01 5 -0.04 ---------------------------------------------------- 0.02 -0.03 0.00 0.06 0.01 9 17- 19 1 -0.04 0.02 -0.05 0.01 0.08 0.01 2 -0.04 0.02 -0.05 0.01 0.07 0.01 3 -0.04 0.02 -0.05 0.01 0.07 0.01 4 -0.04 0.02 -0.05 0.01 0.06 0.00 5 -0.04 ----------------------------------------------------- 0.02 -0.05 0.01 0.06 0.00 10 19- 21 1 -0.03 0.01 -0.08 0.01 0.08 0.00 2 -0.03 0.01 -0.08 0.01 0.07 0.00 3 -0.03 0.01 -0.08 0.01 0.07 0.00 4 -0.03 0.01 -0.08 0.01.0.06 0.00 5 -0.03 0.01 ------------------------------ -0.08 0.01 0.05 0.00 11 21- 23 1 -0.02 0.00 -0.16 0.00 0.08 ----- 0.00 2 -0.02 0.00 -0.16 0.00 0.07 0.00 3 -0.02 0.00 -0.16 0.00 0.06 0.00 4 -0.02 0.00 -0.16 0.00 0.04 0.00 5 -0.02 ------------------------------------------------ 0.00 -0.16 0.00 0.03 -0.00 12 23- 25 1 -0.01 -0.00 -0.30 0.00 0.06 -0.00 2 -0.01 -0.00 -0.30 0.00 0.04 -0.00 3 -0:01 -0.00 -0.30 0.00 0.01 -0.00 4 -0.01 -0400 -0.30 0.00 -0.01 -0.00 5 -0.01 ----------------------------------- -0.00 -0.30 0.00 -0.03 0.00 13 1- 2 1 0.30 0 01 -0.00 0.00 0 .00 0.03 2 - 30 0.01 -0.00 0.00 0.00 0.02 3 -0.30 0.01 -0.00 0.00 0.00 0.02 4 -0.30 0.01 -0.00 0.00 0.00 0.01 5 ----------------------------- -0.30 0.01 -0.00 0.00000 0.00 14 3- 4 1 0.14 0.01 ---------------------- -0.00 0.00 0.00 0.03 AES __.20 Constitution Drive, Chico, CA 95926 RISA -3D (R) Version 2.1 #1 Job . H Page: 22 Date: 4/22/96 Member Section Forces, LC 1 : Total load Member Joints Shear Shear Moment Moment I- J Sec Axial y -y z -z Torque y -y z -z ---------------------- K -------- K --------- K ------- K -ft ------ K -ft ------- K -ft --- 2 0:14 0.01 -0.00 0.00 0.00 0.02 3 0.14 0.01 -0.00 0.00 0.00 0.02 4 0.14 0.01 -0.00 0.00 0.00 0.01 ---------------------------------------------------------------------------- 5 .0.14 0.01 -0.00 0.00 0.00 0.00 15 5- 6 1 0.08 0.01 -0.00 0.00 0.00 0.03 2 0.08 0.01 -0.00 0.00 0.00 0.02 3 0.08 0.01 -0.00 0.00 0.00 0.01 4 0.08 0.01 -0.00 0.00 0.00 0.01 ---------------------------------------------------------------------------- 5 0.08 0.01 -0.00 0.00 0.00 0.00 16 7- 8 1 0.03 0.01 0.00 0.00 -0.00 0.02 2 0.03 0.01 0.00 0.00 -0.00 0.02 3 0.03 0.01 0.00 0.00 ,-0.00 0.01 4 0.03 0.01 0.00 0.00 -0.00 0.01 ---------------------------------------------------------------------------- 5 0.03 0.01 0.00 0.00 0.00 0.00 17 9- 10 1 0.02 0.01 0.00 0.00 -0.00 0.02 2 0.02 0.01 0.00 0.00 -0.00 0.01 3 0.02 0.01 0.00 0.00 -0.00 0.01 4 -0.02 0.01 0.00 0.00 -0.00 0.00 ---------------------------------------------------------------------------- 5 0.02 0.01 0.00 0.00 0.00 0.00 18 11- 12 1 0.02 0.00 0.00 0.00 -0.01 0.01 2 0.02 0.00 0.00 0.00 -0.00 0.01 3 0.02 0.00 0.00 0.00 -0.00 0.01 4 0.02 0.00 0.00 0.00 -0.00 0.00 ---------------------------------------------------------------------------- 5 0.02 0.00 0.00 0.00 0.00 0.00 19 13- 14 1 0.03 0.00 0.00 0.00 -0.01 0.01 2 0.03 0.00 0.00 0.00 -0.01 0.01 3 0.03 0.00 0.00 0.00 -0.00 0.00 4 0.03 0.00 0.00 0.00 -0.00 0.00 ---------------------------------------------------------------------------- 5 0.03 0.00 0.00 0.00 0.00 0.00 20 15- 16 1 0.02 0.00 0.00 0.00 -0.01 0.01 2 0.02 0.00 0.00 0.00 -0.01 0.00 3 0.02 0.00 0.00 0.00 -0.01 0.00 4 - 0.02 0.00 0.00 0.00. -0.00 0.00 ------------------------------------------------ 5 0.02 0.00 0.00 0.00 0.00 0.00 17- 18 1 0.02 0.00 0.01 --------------- 0.00 -0.02 0.00 2 0.02 0.00 0.01 0.00 -0.01 0.00 3 0.02 0.00 0.01 0.00 -0.01 0.00 4 0.02 0.00 0.01 0.00 -0.00 0.00 5 0.02 0.00 0.01 0.00 0.00 0.00 RISA -3D (R) Version 1.1 AES .20 Constitution Drive, #1 Chico; CA 95926 Job : Page: 23 Date: 4/22/96 Member Section Forces, LC 1 . Total load Iz Member. Joints Joints Unity Shear Shear Fb Moment Moment 1- J Sec Axial y -y z -z Torque y -y z -z ---------------------- K -------- K -------- K ------- K -ft ------ K -ft ------- K-ft--- ----------------------------------------------------------------------�----- zz Eqn --------------------------------------- 22 19- 20 1 0.03 0.00 0.01 0.00 -0.02 0.00 25.74 2 0.03 0.00 0.01 0.00 -0.02 0.00 5 3 0.03 0.00 0.01 0.00 -0.01 0.00 0.60 4 0.03 0.00 0.01 0.00 -0.01 0.00 25.74 5 0.03 0.00 0.01 0.00 0.00 0.00 ---------------------------------------------------------------------------- 23 21- 22 1 0.08 -0.00 0.01 0.00 -0.03 -0.00 0.77 2 0.08 -0.00 0.01 0.00 -0.02 -0.00 25.74 3 0.08 -0.00 0.01 0.00 -0.01 -0.00 13 4 0.08 -0.00 0.01 0.00 -0.01 -0.00 0.84 5 0.08 -0.00 0.01 0.00 0.00 0.00 7 ----------------------------------------------------------------------- 24 23= 24 1 0.14 -0.00 0.01 0.00 -0.03 -0.00 17 2 0.14 -0.00 0.01 0.00 -0.02 -0.00 0.81 3 0.14 -0.00 0.01 0.00 -0.02 -0.00 25.74 4 0.14 -0.00 0.01 0.00 -0.01 -0.00 21 5 0.14 -0.00 0.01 0.00 0.00 0.00 ------------=--------------------------------------------------------------- 25 25- 26 1 -0.30 -0.00 0.01 0.00 -0.03 -0.00 25.74 2 -0.30 -0.00 0.01 0.00 -0.02 -0.00 25 3 -0.30 -0.00 0.01 0.00 -0.02 -0.00 0.60 4 -0.30 -0.00 0.01 0.00 -0.01 -0.00 5 -0.30 -0.00 0.01 0.00 0.00 0.00 Member AISC Unity Checks, LC 1 : Total load Member Joints Unity Shear Fb Fb Cm Cm I - J Chk Loc Chk Loc Fa yy zz Cb yy zz Eqn --------------------------------------- Ksi--- Ksi--- Ksi---------------------- 1 1 3 0.286 -.5 0.079 1 23.04 25.74 25.74 1.00 0.39 0.60 H2-1 2 3 5 0.376 5 0.059 1 23.04 25.74 25.74 1.00 0.75 0.60 H2-1 3 5 7 0.372 5 0.053 1 23.04 25.74 25.74 1.00 0.87 0.70 H2-1 4 j 9 0.354 5 0.049 1 23.04 25.74 25.74 1.00 0.91 0.77 H2-1 5 9 11 0.347 5 0.037 1 23.04 25.74 25.74 1.00 0.94 0.81 H2-1 6 11 13 0.347 5 0.019 1 23.04 25.74 25.74 1.00 0.97 0.84 H2-1 7 13 "15 0.346 1 0.017 1 23.04 25.74 25.74 1.00 0.98 0.84 H2-1 8 15 17 0.346 1 0.035 1 23.04 25.74 25.74 1.00 0.94 0.81 H2-1 9 17 19 0.355 1 0.047 1 23.04 25.74 25.74 1.00 0.91 0.77 H2-1 10 19 21 0.371 1 0.052 1 23.04 25.74 25.74 1.00 0.87 0.70 H2-1 i1 21 23 0.376 1 0.058 1 23.04 25.74 25.74 1.00 0.75 0.60 H2-1 12 23 25 0.288 1 0.078 1 23.03 25.74 25.74 1.00 0.39 0.60 H2-1 13 1 2 - Unity check not calculated - 14 3 4 - Unity check not calculated - 15 5 6 - Unity check not calculated - 16 7 8 - Unity check not calculated - RISA -3D (R) Version 2.1 AES .20 Constitution Drive; .41 Chico; CA 95926. Job . Page: 24 Date: 4/22/96 Member AISC Unity Checks, LC 1 : Total load I; Member Joints Unity Shear Fb Fb Cm Cm I - J Chk Loc Chk Loc Fa yy zz Cb yy zz Eqn ---------------- -----------------------Ksi---Ksi---Ksi----------------- ----- 17 9 10 - Unity check not calculated - 18 11 12 - Unity check not calculated - 19 13 14 - Unity check not calculated - 20 15 16 - Unity check not calculated - 21 17 18 - Unity check not calculated - 22 19 20 - Unity check not calculated - 23 21 22 - Unity check not calculated - 24 23 24 - Unity check not calculated - 25 25 26 - Unity check not calculated - !?Qsc�h Cem e o d, +ver, b- r.-, xoo s-2 S a P P rosc I w% 1 52 ( l0-1� = • Z bS ►y, ; h , r ,S e Ass u m e of +o be -7 „ uiv _ �zi�) 2oS = .35�� rot- ro^c;Ivcl�Ky Col��n w-e,5�+. P(rG C)��"�+n O� 5Tr+1 III-IsoI 10 61t, :C IS- R. I BEAM PROPERTIES I--------------------------=--------------------------------------------- I AISC/Othekj Area Inertia Elastic Weight Coef,. ofl Fy I Y -Y (Propertyl SECTION I I-xx Modulus Density Therm Exl I Axis I Tag (PROP. LABELI (in -2) I------------------------------------------------------------------------ (in -4) (Ksi) (K/ft-3) (/100F)I I Flag I. I Default 1 29000 0.4896 0.00065 1 36 I I I P4std 13.17000 7.23000 1 42 1 R R' I-----------7------------------------------------------------------------- I NODAL DISPLACEMENTS AND SPRING/SUPPORT REACTIONS 1------------------------------------------------------------------------ I NODE Load Displacements (in, rad) I Reactions (k,k-ft) I LABEL i------------------------------------------------------------------------ I Comb. ( X Y Rotation I X Y Rotation IA 1 1 0.000 -0.003 0 1 0.00 0.00 0.00 I$ I 1 1 0.000 -0.000 0 1 0.00 4.36 0.00 IC I 1 ( 0.000 -0.000 0 1 0.00 0.02 0.00 R RI------------------------------------------------------------------------ AISC UNITY'CHECK RESULTS I BEAM 7 ------------------------------------------------------------- I Load I Overall I 'I' Center Points. 'J' I LABEL I------------------------------------------------------------------------ I Comb. I Maximum I Node 1/4 1/2 3/4 Node 1 1 1 I 0.054 1 0.000 0.014 0.027 0.041 0.054 I 2 I 1 I 0.000 1 0:000 0.000 0.000 0.000 0.000 R ves f o JV S'f-r N CJvO-e "r,-•--).- - Seel colo, 1 ✓i 1and��c� I �� 3" eti.l�ed. i hf Sv1c.CQ back' hy- tYr .1 q - 61e q 3g 1S�j 1 WDS C a.dJ�s �a s C,C,G% At CFS Version 2.10 Section Input 1-7 SECTION: TRD1' Rev. Date 04-22-1996 Rev: Time 16:28:01 Yield (Fy) 50.000 One Inch = 1.0000 Modulus (E) 29500.000 Cw Override 0.0000 Unit Weight 3.4000 J Override 0.0000 Part 1 Thickness 0.1350 10 Gage X Y Length Angle Radius Web k CG Placement 0.000 0.000 2.000 90.000 0.1875 Sgl 0.00 from Lower -Left 15.000 1.821 30.000 0.000'0.1875 No '0.00 from Upper -Right -15.000 -0.179 2:000 -90.000 0.1875 Sgl 0.00 Z CFS Version 2.10 ANALYSIS: CFS1 Rev. Date 04=22-1996 Rev. Time 16:29:06 Section Start End Rev. Date Rev.Time TRD1 0.000 30.000 04-22-1996 16:28:01 Axial/Bending Check at 15.000 Kx = 1.000 Ky = 1.000 Kt = 1.000 Lx = 30.000 Ly = 30.000 Lt = 30.000 Cbx= 1.000 Cby= 1.000 Cmx= 1.000 Cmy= 1.000 Section TRD1 04-22-1996 16:28:01 Loads: p Mx Vy My Vx Total 0.000 2.508 -0.000 0.000 0.000 Applied 0.000 2.508 -0.000 0.000 0.000 Allowed 27.708 9.628 9.059 503.985 0.000 Ae 4.524 Ixe = 0.599 Iye = 409.400 Sxe(t)= 3.346 Sye(1)= 27.293 Sxe(b)= 0.329 Sye(r)= 27.293 AISI Interaction Equations C5-1 (P,Mx,My) 0.000 + 0.260 + 0.000 = 0.260 C5-2 (P,Mx,My) 0.000 + 0:260 + 0.000 = 0.260 C3.3-1 (Mx,Vy) 0.068 +•0.000 = 0.068 C3.3-1 (My,Vx) 0.000 +****** =s-��I Pp Notes: Provide minimum ('-6" clear to be measured vertically f tangent line at the stair n Tread dimension to be a min 26" measured from the insid of the center column to the edge of the handrail. Step run to be a minimum of measured 12" out from the a of the center column. Handrail height shall be 34 measured from.the tangent 1: the stair tread nosings. Maximum step riser = 9-1/2" Step width: 21-1/2" minimum I,/ -.:�20 .... ck eF�• �GY'e YA X hot :IDK acl a�nol-t� =�pcca� S�pl ra 1 Sf a►v��a.y__ .. f(AAG Material specifications for stair construction 9" diameter center ASTM A500 Grade B column Py = 42 ksi Tread material (12ga) ASTM A446 Grade A Fy : 50 ksi Upper landing (10ga) ASTM A446 Grade A Fy = 50 ksi Vertical picket's ASTM A513 Grade A Fy = 39 ksi Handrail ASTM A513 Grade A Fy = 39 ksi OR ASTM A500 Grade B Py = 42 ksi �znd;hy 31b� G3 o/ ml r Sc,:1'- loges.. cold -Four rn ed, �h 2`� IZN�(n J d r SG ' 3" = I'- 20 �rPZ cU�Jrnn may vav-Y sl&k+[,� . +yplCOL (2vidrh�j . Vr -G Goturnrj befit 1,1� - uav�es -Frovvi 3� CA+ CO lu►n h 3LY� llcic.., Co �d Sts r v- ` ywx dk S D -iy�ica.l sfa«-fread,. SG I Z = 4"� s� `d -6 , C< -r Sc: May 23, 2002 Frank Witberg 6772 Hupp Coutolenc Magalia, CA 95954 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 065-040-001 Building Permit Number: 02-0899 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. Spiral staircases are not allowed in garages. Perhaps you can. enclose it so that it is not a part of the garage. A firewall and self-closing door would be required between the garage and the enclosure, and the enclosure would be residential space. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. 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. Linda Simpson Plans Examiner 1 of 1 In order to expedite the review PLAN REVIEW RESPONSE FORM of your platys, please Complete tho following information and return this form this form is not Complexe. as to all correction item:; we will not be able to accept your re -submittal for revWM YOU m'�bmft response to every item requested in our plan correction letter. "By other'. is not considered a valid 1'0 molt be a response to each item and the location where the information can be found on the planslcalcs.n.'e bdeale ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND gyp, OWNERS NAME DATE: < -"' OM fan�_ Lot ASSESSORS PARCEL NUMBER PERMIT NUMBER o&s- 014o - oo RESPONSE FOR PLAN CHECK LETTER DATED: a PLAN CHECK REM 0 RESPONSE BY: //- - LOCATION ON P0NSXALC3: COMMENTS: PLAN CHECK rTEM 0 RESPONSE BY: LOCATION ON PLANSJCALCS: COMMENTS: lZ P t 40 LS n �t v 1.7 � . . lb 0 n i f' -� �f' S l z�., '(,n PLAN CHECK ITEM 0 RESPONSE BY: ILOCATION ON PLANS/CALCS: LOCA ON P May 23, 2002 Frank Witberg 6772 Hupp Coutolenc Magalia, CA 95954 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 065-040-001 Building Permit Number: 02-0899 . 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. Spiral staircases are not allowed in garages. Perhaps you can enclose it so that it is not a part of the garage. A firewall and self-closing door would be required between the garage and the enclosure, and the enclosure would be residential space. If you wish to ,discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. `Y „ 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. L'nda Simpson Plans Examiner 1 of 1 ' � 1� f _ f to . • ,i p. "k. a','�1•';�sC 1 � ,-, ' M 'C� ; • � '~" _ � I I I' •. �� ;,viz �:'. . '� t •' i '�" 171 .. � :�,� • =�`•: k ?' -- --- - - --fir -_- .;,----�--�- _� : � ..,-•': Arp -49 77 YI • 9\ ta I i Ali Q i i AW U- �-,Z �:,J, I 1 4 an i NZO ` tit —._.....�✓.._ ...�.... _li-,�- -~ 1. '::t Ac— We �'..i.45; `l'i ..r�''+�Jf 1.?t,L .l: _j a ,ti 1 •f ' - � Y•' � � �' " 's ` ,,��; }441'. I .�' •. • fid, -; •' " � �. � •�• r' �: . 'f' .may. j� �p LIM, lo 77,7 , V 1xi NZ tic ;1 ka I, I 4J, 6 I', .. , May 17, 2002 Frank Witberg 6772 Hupp Coutolenc Magalia, CA 95954 6D.epartment of Developtent Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 065-040-001 Building Permit Number: 02-0899 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. Your Health Department clearance indicates that the bathroom in the garage is to be eliminated. It also shows a staircase that our plans do not show. Please coordinate the Health Department approved floor plan with the plans you submitted to us. SIPPJJCTURAL COMMENTS: hil The elevations show a hip roof at the master bedroom/bath. The truss package provides a gable end truss there. Please coordinate the plans with the trusses. If the bathroom mentioned in 91 above is eliminated, will the bearing wall at the rear of this room be eliminated also? If so, please revise the plans and the beam size supporting the floor above. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. w Linda Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer 1 of 1 o $13 T,T C O �...� � 0\ RESIDENTIAL PLAN a REVIEW GUIDE c ►:: a° SINGLE FAMILY, DUPLEXAND —0, 1 MISCELLANEOUS ONLY Owner.Building Permit Number: '0 . 0 L z% Plans Examiner: L.1/0n S4.t'n)00rl A. P. Number: �2 o GESEPLAL: 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. Building permit valuation. PLOT PLA`: 1. Complete parcel size and dimensions. Setbacks, side yard. easements, etc. Other buildings or structures. Grading. fills and/or drainage. Flood hazard. Special conditions on Parcel Map: Noise Cj SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage felt ❑ Federal aid Routc and/or Federal Aid Secondary Route setback requirement. Building or utiLides across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10°10 of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet. The miniawm net clear openable height dimension shall be 24". The minimum net clear openable width dimension shell W 2V. When %vindo%%s are provided as a means of escape or rescue, they shallhave a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). Sk}.lights (Uniform Building Code section 2409 & 31503.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted is this section. Kitchens. halls, bathrooms and toilet compartments may have a ailing height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.11 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less thea 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). Weer heaters a hich 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 s bath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom. Orin a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code section 3044 Garage drewall separation - required on garage side including supporting walls and posts (Uni&MD"" Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes Uniform Building Code section 312.4). Wood stove location - Alcove — UNtC section 205 confined space & 223 unconfined space tit 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 T Water closet clearances (Uniform Plumbing Code 408.5). Shoptir corn "m minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 17 • g walls shall be supported on masonry or concrete foundations that shall be of sufficient sits to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: � Braced call panels shall start at not more than 8 feet from each end of a braced Wall line. Brand 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 anter in both the longitudinal and transverse directions (UBC section 2320:4.1.) Brand wall lines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building g Code. This must include the designees "wee stamp, signature, that do not comph with the Uniform Buildin registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. i story requiring balloon,framing and/or engineering. ation plans complete enough to construct building (Uniform Building Code Table 18-I-C7. construction details complete enough to construct building• tions and Wall construction details complete enough to construct building. construction details complete enough to construct building. lace construction details and calculations if necessary. ge door header size(s). header size(s). al header size(s). heights. expansive soil — special foundation design required. ' ' gWalls requiring design. umwallboard nailing inspection required. area below the lowest floor is full' enclosed, than a minimum of two openings are required With a total net area of at least one square inch for every square foot of area enclosed With the bottom of the openings no more than one foot above grade. Alternatively. certification may be pro%ide:d 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. ventilation, plumbing and air conditioning equipment and other service facilities shall be Electric, heating, designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLATTOUS 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). Exterior plaster -weep screeds (Uniform Building Code section 2506.5). - Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 100.4.3.3.2). Tut exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventiladon (Uniform Building Code section 2306.3 & 2306.7). . Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. . Energy design compliance and supporting documentation. Cr responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing lever. P2ee = 0f = i BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM f' (One form per Building) w .School District `�.��,.� Building Department No. '[)to -T-0 y0 -00 / A.P. NumberJurisdiction: city County Property Owner Property Location/Address Subdivision Lot No. .............................................................................. Residential Development Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # „r '(No foundation inspection): t................................................................................................................... Commercial/Industrial !` { . x �I, Sq. Footage J% w New TAddit& i(Includin Exterior Roofed Areas) Building Department Representative Date i (Floor Plans reviewed by School District Personnel) %afx School District certifies that /j�, Cj' –� (Applicant) V Mtract Arl&PQQI I- / ❑ - toti--- K1-1-1 / has complied with 'erequiremel Resolution No. C enting square feet. t `School'District Representative i`' i Paid by Check # Remarks: 0,T) -by payment of $ O� �z� AB 2926 $ FULL MITIGATION $ XQ �.► _t 't - ,a -^'T':...- ''Date—e 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) feeform.xls (10/98)dmm o �ee Ili � O T,e �•.� f/redy ted (A) i lit h ji 06..S - y 4eo • o o / ' 'III - •,' f + r b� I S T R U C T U R A L C A L C U L A T I O N S F 0 R CONCRETE CANTILEVER RETAINING WALLS BRANT NIGHTINGALE DESIGNS 6457 SKYWAY PARADISE, CA 95969 BUILDING MPARTM6"' F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 e pD� OV�� (530) 872-0254 S� ` ,,// SUBJECT: CONCRETE CANTILEVER RETAINING WALLS BY: FLT DATE: 03/02 JOB NO: 2041 PROJECT: BRANT NIGHTINGALE DESIGNS 6457 SKYWAY, PARADISE, CA 95969 DESIGN CRITERIA: FLT EGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 14 STUD WALL, ROOF AND FLOOR ARE SUPPORTED BY CONCRETE CANTILEVER RETAINING WALL FOUNDATIONS. CODE 1997 UBC SUPERIMPOSED LOADS: MIN. DL = .01 x (2+8) = .10 k/I MAX. LL = .050 x 16 +.01 x (16+9-2) +.050 x 8.5 = 1.46 k/I LOADING PER ABOVE IS CRITICAL FOR BOTH - BEARING ( INCLUDING DL + LL ) AND SLIDING RESISTANCE ( MIN. DL ONLY), CONCRETE WALLS: A. - 2'- 1" TO 4'- 0" HIGH - SHEETS 2 & 3 B. - 4'- 1" TO 5'- 0" HIGH' - SHEETS 4 & 5 C. - 5'- 1" TO 6'- 0" HIGH - SHEETS 6 & 7 D. - 6'- 1" TO 7'- 0" HIGH - SHEETS 8 & 9 E. - 7'- 1" TO 8'-0" HIGH - SHEETS 10 & 11 F. - 8'- 1" TO 9'- 0" HIGH - SHEETS 12 & 13 CONSTRUCTION DETAILS - SHEET 14 MATERIALS: CONCRETE - ULTIMATE COMPRESSIVE STRENGTH - Ec = 2000 PSI @ 28 DAYS REINFORCING - ASTM A615, GRADE 40 i R C E 32434 Reg. Expires ALLOWABLE SOIL BEARING PRESSURE - 1500 PSF 12-31-2004 ALLOWABLE LATERAL BEARING PRESSURE - 200 PSF i COEFFICIENT OF FRICTION - .35 V NOTE: ,>//7v2 VERTICAL CONSTRUCTION ( EXPANSION) JOINTS IN WALLS SHALL BE INSTALLED NOT FURTHER THAN 60' ( FEET) APART. A RIBBED WATERSTOP AND /OR CAULKING COULD BE USED IN THE JOINT IF REQUIRED. PROJECT : BRANT NIGHTINGALE Z DESIGNS JOB NO. . 2041 DATE . 3/2002 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---------------------------------- PALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): SO SURCHARGE (FEET): g YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSIh 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP)` OVERALL HEIGHT OF THE GALL - H(FEET): OVERALL HEIGHT OF THE SOIL - Hi (FEET)= THICKNESS OF WALL - TOP (INCHES): 2 BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - FQ (KIP): MOMENT - Mw (ET -KIP): AREA REINF. (IN^2) Id"(IN) SIZE & SPA (IN) ---------------------------------------------------- 0,080 3.75 #4 @ 61.5 MIN. VERTICAL REINF, - .I5 % (IN^2): MIM. HORIZONTAL REINF. - .25 % (IN^2); DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: #4 @ IS COMBINED STRESSES @ WALL: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET Z OF /if 1.46 3.5 G ! El 1.4E 0.18 0.21 0.108 0.180 0.14 < 1.0 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 2041 DATE : 3/2002 CALCIS BY : FLT FOOTING DESIGN: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET .3 OF DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 10 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 24 OVERTURNING'FORCE - Fo (KIP): 0.30 OVERTURNING MOMENT - Mo (FT -KIP): 0.46 TOTAL RESISTING WEIGHT - W (KIP): 0.93 RESISTING MOMENT - Mr (FT -KIP): 1.12 OVERTURNING RATIO - SF 2.46 NET MOMENT - Mn (FT -KIP): 0.67 ECCENTRICITY - e (FEET): 0.29 ECCENTRIC MOMENT - Me (FT -KIP): 0.27 FOOTING AREA - Af (FT^2): 2.00 SECTION MODULUS - S (FT^3): 0.67 SOIL PRESSURES - DL ONLY - SPt (PSF): 866.77 < 1500 - SPh (PSF): 66.56 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1414.27 < 1500 - SPh' (PSF): 979.06 > 0 SLIDING RESISTANCE - Fr (KIP): 0.43 > 0.30 --0.1e` FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.10 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.34 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.027 8.75 #4 V 89.6 DESIGN TOE REINF.: #4 @ 24 �� .1 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 2041 DATE : 3/2002 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ------------------------------------ WALL _________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET f OF /f- GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 ' GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ________________________________________________ � � 0.055 5.69 #5 @ 6B MIN. VERTICAL REINF. - .15 % (IN^2). MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VERTICAL: #5 @ 24 - HORIZONTAL: #5 @ 15 COMBINED STRESSES @ WALL: .1 1.46 4.5 8 8 1.46 0.30 0.46 0.144 0.240 0.12 < 1.0 0 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 2041 DATE : 3/2002 CALCIS BY : FLT FOOTING DESIGN: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 14 FOOTING KEY - DEPTH & WIDTH (INCHES): 6 - BACK TO BACK OF WALL (INCHES): 8 TOTAL WIDTH OF FOOTING (INCHES): 30 OVERTURNING FORCE - Fo (KIP): 0.45 OVERTURNING MOMENT - Mo (FT -KIP): 0.83 TOTAL RESISTING WEIGHT - W (KIP): 1.31 RESISTING MOMENT - Mr (FT -KIP): 2.08 OVERTURNING RATIO - SF 2.50 NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT-KIP).- FOOTING FT-KIP):FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED L| - qPt' (PRF), SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.052 8.69 #5 @ 71.5 DESIGN TOE REINF.: #5 @ 24 ( 1.25 0.30 0.39 2.50 1.04 903.60 < 1500 146.40 > 0 1137.20 < 1500 1080.80 > 0 0.68 > 0.45 1.31 0.66 PROJECT : BRANT NIGHTINGALE Z DESIGNS JOB NO. ; 2041 DATE . 3Z2002 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872.0254 SHEET OF GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSE). 30 SURCHARGE (FEET): . . 0 YIELD STRENGTH REINF. (KSI): 00 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PGI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - HK (FEET); THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - F& (KIP). MOMENT - MQ (FT -KIP); AREA REINF. (IN^2) Id"(IN) SIZE & SPA (IN) ----------------------------------------------------- 0.100 5.69 #5 @ 37.3 MIN. VERTICAL REINF, - .15 % (IN^2); MIM. HORIZONTAL REINF, - .25 % (IN^2): DESIGN REINF. - VERTICAL: #S @ 24 - HORIZONTAL: #5 @ 15 COMBINED STRESSES @ WALL: ow 1.48 C. 1.5 8 8 1.46 0.45 0.83 0.144 0.240 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 2041 DATE : 3/2002 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: 100 150 1.5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 18 FOOTING KEY - DEPTH & WIDTH (INCHES): 12 - BACK TO BACK OF WALL (INCHES): 8 TOTAL WIDTH OF FOOTING (INCHES): 34�~ OVERTURNING FORCE - Fo (KIP): 0.63 OVERTURNING MOMENT - Mo (FT -KIP): 1.37 TOTAL RESISTING WEIGHT - W (KIP): 1.64 RESISTING MOMENT - Mr (FT -KIP): 3.05 OVERTURNING RATIO - SF 2.22 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 7 OF A Af NET MOMENT - Mn (FT -KIP): 1.68 ECCENTRICITY - e (FEET): 0.39 ECCENTRIC MOMENT - Me (FT -KIP): 0.65 FOOTING AREA - Af (FT^2): 2.83 SECTION MODULUS - S (FT^3): 1.34 SOIL PRESSURES - DL ONLY - SPt (PSF): 1062.79 < 1500 - SPh (PSF): 96.04 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1123.41 < 1500 - SPh' (PSF): M6.00 > 0 SLIDING RESISTANCE - Fr (KIP): 0.97 > 0.63 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.66 MAX. MOMENT @ TOE - Mt (FT -KIP): 1.21 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) -------------------------------------------------------- 0.095 8.69 #5 @ 39.2 � DESIGN TOE REINF.: #5 @ 24 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 2041 DATE : 3/2002 CALCIS BY : FLT SUBJECT: CONCRETECANTILEVER RETAINING WALL ----------------------------------- WALL _________________________________ WALL DESIGN: ------------- ALL ___________ ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET j OF /f GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): .1 - LIVE LOAD (KIP): 1.46 OVERALL HEIGHT OF THE WALL - H (FEET): 7 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 6.5 THICKNESS OF WALL - TOP (INCHES): 8 - BOTTOM (INCHES): B COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.63 MOMENT - Mw (FT -KIP): 1.37 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------- 0.165 5.69 #5 @ 22.6 MIN. VERTICAL REINF. - .15 % (IN^2): 0.144 MIN. HORIZONTAL REI Y. - .25 % (IN -2): 0.240 DESIGN REINF. - VERTICAL: #5 @ 12 � - HORIZONTAL: #5 @ 15 COMBINED STRESSES @ WALL: 0.31 < 1.0 HEIGHT FROM TOP OF THE WALL - H2 (FEET): 6 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 5.5 THICKNESS OF WALL - BOTTOM2 (INCHES): 8.00 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.45 MOMENT @ Hw2 - Mw2 (FT -KIP): 0.83 AREA REINF. (IN^2) 'dl(IN) SIZE &SPA (IN) ------------------------------------------------- _______________________________________________0.100 5.69 #5 @ 37.3 0. 100 � DESIGN REINF. - VERTICAL: #5 @ 24 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 2041 DATE : 3/2002 CALCIS BY : FLT FOOTING DESIGN: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET f OF /f DENSITY OF SOIL (PCF): 1O0 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 24 FOOTING KEY - DEPTH & WIDTH (INCHES): 16 - BACK TO BACK OF WALL (INCHES): 8 TOTAL WIDTH OF FOOTING (INCHES): 40 OVERTURNING FORCE - Fo (KIP): 0.84 OVERTURNING MOMENT - Mo (FT -KIP): 2.11 TOTAL RESISTING WEIGHT - W (KIP): 2.00 RESISTING MOMENT - Mr (FT -KIP): 4.53 OVERTURNING RATIO - SF 2.15 NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF)- - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SpA (IN) ------------------------------------------------------ 0.141 8.69 #5 @ 26.5 DESIGN TOE REINF.: #5 @ 12 2.42 0.45 0.91 3.33 1.85 1091.06 < 1500 108.94 > 0 1003.46 < 1500 1072.54 > 0 1.59 1.79 � PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 2041 DATE : 3/2002 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 GRAVITY LOAD - DEAD LOAD (KIP): .1 - LIVE LOAD (KIP): 1.46 OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): 7.5 THICKNESS 05 WALL - TOP (INCHES): 8 - BOTTOM (INCHES): 8 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.84 MOMENT - Mw (FT -KIP): 2.11 AREA REINF. (IN^2) 'dl(IN) SIZE & ----------------------- _________________________ SPA (IN) 0.253 5.69 #5 @ 14.7 MIN. VERTICAL REINF. - .15 % (IN^2): 0.144 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.240 DESIGN REINF. - VERTICAL: 1#5 @ 12 - HORIZONTAL: #5 @ 15 COMBINED STRESSES @ WALL ` : 0.46 < 1.0 HEIGHT FROM TOP OF THE WALL - H2 (FEET): 6 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 5.5 THICKNESS OF WALL - BOTTOM2 (INCHES): 8.00 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.45 MOMENT @ Hw2 - Mw2 (FT -KIP): 0.83 AREA REINF. (IN^2) 'dl(IN) SIZE &.SPA (IN) ------------------------------------------------ 0.106 5.69 #5 @ 37.3 DESIGN REINF. - VERTICAL: #5 @ 24 PROJECT : BRANT NIGHTINGALE Z DESIGNS JOB NO. : 2041 DATE : 3Z2002 CALCIS BY : FLT FOOTING DESIGN: ---------------- FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET OF /0- DENSITY OF SOIL (PCF); `100 DENSITY OF CONCERTE (PCF); 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 12.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fe: 0.85 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES); 12 - TOE (INCHES): 26 FOOTING KEY - DEPTH & WIDTH (INCHES): 20 - BACK TO BACK OF WALL (INCHES): 12 TOTAL WIDTH OF FOOTING (INCHES): 46 OVERTURMING'FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - G (FT^S): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SRt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIR): AREA REINF. (IN^2) 'd'Q N) SIZE & SRA (IN) ----------------------------------------------------- 0.221 9.69 #5 @ 16.8 DESIGN TOE REINF,: #5 @ 12 1.08 5.07 2.64 6.89 2.18 3.61 0.55 1.45 3.83 2.45 1280.54 < 1500 97.72 > 0 1818.66 < 1500 826,84 > 0 1.64 > 1.08 2.55 2.82 PROJECT : BRANT NIGHTINGALE Z DESIGNS JOB NO. : 2041 DATE : 3Z2002 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): . 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINS. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP) - OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET) - THICKNESS OF WALL - TOP (INCHES): --BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIR): .I 1.46 3.5 8 8 1.46 1.08 3.07 FLT ENGINEERING 5700 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET /2 OF /,14- . I ,14 - AREA REINF. (IN^2» ldl(IN) SIZE & SPA (IN) --------------------------------------------------- O.SG9 5.69 . #S @ 10.1 MIN. VERTICAL REINF, - .I5 % (IN^2): 0.144 MIM. HORIZONTAL REINF. - .25 % (IN^2): 0,240 DESIGN REINF. - VERTICAL: #S @ 8 - HORIZONTAL: #S @ 15 COMBINED STRESSES @ WALL: 0.66 2 1,0 HEIGHT FROM TOP OF THE WALL - H2 (FEET)2 . C HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 5.5 THICKNESS OF WALL - BOTTOM2 (INCHES): 8.00 . TOTAL EARTH PRESSURE - Fw2 (KIP): . 0.45 MOMENT @ Hw2 - Mw2 (FT -KIP)- 0.83 AREA REINF. (IN^2) ldl(IN) SIZE &.SPA (IN) ------------------------------------------------ 0,100 5.69 #S. @ 37.3 DESIGN REINF. - VERTICAL: #S @ 24 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 2041 DATE : 3/2002 CALCIS BY : FLT FOOTING DESIGN: ------------------ DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: DESIGN FOOTING DEPTH (INCHES): DESIGN FOOTING WIDTH - HEEL (INCHES): - TOE (INCHES): FOOTING KEY - DEPTH & WIDTH (INCHES): - BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) -------------------------------------------------- 'dl(IN) SIZE & SPA (IN) 0.306 8.69 #5 @ 12.2 DESIGN TOE REINF.: #5 @ 8 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 43 OF ll'� 150 1.5 1.5 1500 200 0.35 0m 12 32 25 12 52 1.35 4.29 3.15 9.16 2.14 4.87 0.62 1.96 4.33 3.13 1352.00 < 1500 102.33 > 0 1300.16 < 1500 828.01 > 0 2.05 > 1.35 2.58 3.90 BY f�T DATE 3A SUBJECT C14/_T/C elyew COMC/CCTC_ SHEET NO.`or RC:7X1, t//�(/a `t/AL C- CQA/ST. 1�G:Ti4/L — CNKQ. BY—_ --DATE._-_ ._ -•---.� JOB NO. _ Zoyi C.4, 6 EV64 R C E 32434 Reg. Expires ` ' p - 12-31 - 20 f�'8'4&S . • _ Q�pfESS/pN 'gyp' ��Q• m a !' 32 a - o a ' O lC4'=_,4R �(ArVPUL GRADE �/0T � N • [ 14 �: AV- 'CACC 'C "-1�•4�51 3ai d = B.�,eS D2, -CONT, COWC• Zee -VM • r'fYH�,ec ,eco �) rG � �V.4LL ri7// !72 // M O/" "rO� �" I�f .Iw/ M�M I�• YL• q� R ♦ iq /Q y // i 6" /2y�el3/ *6 2f .S cj"'0'' /r 8/' W 6•u /r 8" 6' 2'-6� ScID29� SE/S" S�2¢ 2-#S — — C 6. O a /i /2" 2 L /O'� // 3=¢" 10 NOTES : /. SES/GN CR/Td=,%f PcR C.41_CU4A TIONS SRelr /. 2 , GAP 110W/Z, )eE/,V,,=O,eC4UC 2 f I0,2 .30 5Ae D/.4 . AflAl, TO O.4YG/GH7 /N 2 CUFT OP ae.4/NL=, IF �� [EOMEMOM - 0/',70,VA4 4Oa4r1Oh/S. 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 4541 3 ctc Cxto QtA A62 ��12 29s6 X692 5' T lvL 4 4.1 33.5' <I sm ( I. Z -S) g2.73 bZS Ii938 or= I'& -- (� X Ila 5 2.� C 3170, Z 14,12+ w�4�� X 2 Gnu -LAAO) 2�M = o 109:3110(1)+ 4R V, Rt. n2 = 4q2� 1542. L--� ESOP 3234 t,V , 1.5�,"-= <i s.q � abs 5q.? 4- 79.0 Z (coo `., LV o k to R, ; 1492.(1)+ 1612.(3),t- 317o(4)1-3170(1) R -t^ 4*798 < 12 %. GLU- LAtM 0 jc, LIST OF BUTTE COUNTY ARCHITECTS - CIVIL ENGINEERS ARCHITECTS ADDRESS . 1.FONE Acquistapace, Joseph 3912 Esplanade, Chico CA. 95926 P 30.4136 Anderson, John 125 W. 3rd. St., Chico CA. 95928 8912 Arcademe (Patrick Cole) 1037 Park Ave., Chico CA 95,926 3�6-5'0 Bruno & Hawkins 20 Constitution Dr., Ste. A, Chico 95926 891-1125 Gilmore, Stephen 48 Comanche Ct., Chico CA 95926 ' 891495 Griffith & Associates 25 Main St., Ste. C, Chico CA 95928 . 3434621 Heaton, Robert B. 2044 Palm Ave., Chico CA 95926 ' 3C-80 Hoiland, Ed 1280 E. 9th St., Chico CA 95928 34311008 January, James J. 10293 Cohasset Rd., Chico CA 95926 342-1386 McFarren, Gene 270 E. 4th St., Chico CA 95928 894-3105 Nichols, Melburg & Rosetto 434 Broadway, Chico CA,x 95928 891-1710 Norlie, Thomas 569 E. 18th St., Chico CA 95928 894-7297 Peitz, Greg 1907 Mangrove Ave., Chico CA 95926 8945719 Schleiger; `Dave 305 WallSt.; Chico CA 95928 891.8440 Slater, Robert L. 918 Bryant Ave., Chico CA 95926 3430765 Tarman, Thomas A. 290 Airpark Blvd., Chico CA 95926- 8913413 -342--5669 Thomson & Hendricks 60 Declaration Dr., Ste. A, Chico CA95926 Ward, Lorrin 341 W. 4th St., Chico CA 95928" 3C. C265 Warner, Larry J. 6395 Columbine Rd., Magalia CA 95954 873-1729 CIVIL ENGINEERS A &'Q Engineering _ 1280 E. 9th St., Chico CA 95928 ` 89MSI Bachman & Associates 3012 Esplanade, Chico CA 95926 342-4136 Barnhart - Brown & Associates 2060 Park Ave., Oroville CA 95965 5341911 Caprealian Eng & Surveying P.O. Box 341, Chico CA 95927-0341 891-6886 Culp & Tanner' 55 Independence Cir. Ste. 201, Chico 95926 895.3518 Dobbie, Dan 20 Mayfair Dr.,, Chico CA 95926 . 345-4743 FLT Engineering 5790 Clark Rd., Paradise CA 95969 872-0254 GDA -Eng,, Survey & Planning ;220 Grand Ave., Oroville CA 95965 533-2068 Gilbert Engineering• 55 Independence Cir. Ste. 101, Chico 95926 899-9503 Griffith & Associates 25 Main .St;, Chico CA 95928 343-4621 Henry 'Consulting (John Henry) 1430 My4ers St', Oroville CA 95965 533-1626 January, James J., ; 10293 Cohasset Rd., Chico CA 95926 3C2--1386 Kirk, .Friedrich 241 W: 4th Ave., Chico CA 95926 • 345-7174 Lampe Engineering 5414 Nord Hwy., Chico CA 95926 345-7402 McGhie, Robert 60 Declaration Dr., Chico CA 95926 '891-0903 McMillan Engineers 5D Madrone Avenue, Oroville CA 95966 533-2940 Mooney, Michael ',.. 5B Madrone Avenue, Oroville CA 95966 533-2131 North Star Engineering 20 Declaration Dr., Chico CA 95926 893-1600 Ringel & Associatei ' 331 Wall St., Chico CA95928 343-5841 Raberts, Charles. 1708 Salem'St., CRico CA 95928 894-3500 Rolls, Anderson & Rolls 115 Yellowstone, ;Chico ;CA 95973 8954422 Roper, Laver 1346 Longfellow. Ave., Chico Ca 95926 3Q-2059 Youngdahl & Associates 1234 Glenhaven Ct., El Dorado Hills CA 95762 .933-0633 MATERIAL TESTING r i Applied Testing Consultant 5050 Cohasset Rd., Chico CA 95926 891.6625 Attn: ' Building Division May 6, 2002 Department of Development Services 7 County Center. Drive Oroville, Calif. 95965 To Whom It May Concern: This is a statement to declare that we are now residing in a 12ft x 55ft Mobile home with an 11.5ft x 3.5ft pop out totaling 700 sq ft. This residence is at 6772 Hupp Coutolenc Rd and will be removed upon completion of new home at same address. Plans were submitted on 04-16-02 at the Oroville Building Department. Thank you, Frank Witberg 7Y� - Sandy Witberg f 6772 Hupp Coutolenc Rd Magalia, Calif. 95954 530-873-2884 6C�v�d�o ) AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 COPY of Document Recorded 07 -May -2002 2002-0023393 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Lot 1, As shown on that certain map entitled, "Coutolenc Estates subdivision unit No. 1", Which map was recorded in the office of. the Recorder of the County of Butte, State of California, on November 12, 1968, in Book 35 of maps, at pages 35, 36 and 37. Date t- I t -I � 2oo;�- PROPERTY OWNERS: State of California ) County of 'take ) On 2op2 before me, personally appeared _54ndra tA 1,.3,k�nvxg M. 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.hrJA+c/they executed the same in.hiF,4;er/their authorized capacity(ies), and that by My /their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS ►ny hand and official seal. Signature_ Seal: r..UNDA CORI A.P. 11 Commbdon 0 W= Notary PubRC • 00111110ft _ Butte County __ My Cr, nrn. Eales Feb 19, 41 TABLE OF CONTENTS TOC Project Title.......... WITBERG RESIDENCE Date..03/18/02 09:57:10 Project. Address........ 6772 HUPP COUTELENC R.D. ******* G MAGALIA, CA *v6.01* 0 J 9?17 Documentation Author... ROBERT A. MANGRUM ******* Buil4ing Permit # Paradise Mechanical G:k _51/ /3 5655 Almond Street Plan Check [Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone............. 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MI.CROPAS6 v6..01 File-NIGHTN10 Wth-CTZ11S92 Program -TOC User#-MP1342 .User -Paradise Mechanical Run-NIGHTN10 TITLE 24 1243 TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R.................. 7 HVAC SIZING ............... 10 DEQ' `N vJ CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... WITBERG RESIDENCE Date..03/18/02 09:57:10 Pro ect Address 6772 HUPP CO E ******* ........ UT LENC RD. MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-NIGHTN10 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-NIGHTN10 TITLE 24 1243 GENERAL INFORMATION Conditioned Floor Area..... 1840 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 45 deg (NE) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 14.6 % of floor area Average Glazing U -factor... 0.5 Btu/hr-sf-F Average Glazing SHGC....... 0.62 Average Ceiling Height..... 8.4 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly - Type Type R -value R -value R -value U -factor Location/Comments Wall Wood R-17.8 R-0 R-17.8 0.065 Door None R-0 R-0 R-0 0.330 Roof Wood R-11 R-27 R-38 0.025 Floor Wood R-19 R-0 R-19 0.037 SlabEdge None R-0 R-0 F2=0.760 SlabEdge None R-0 R-0 F2=0.510 FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (NE) 14.0 0.500 0.610 Standard Standard Yes Window Front (NE) 7.0 0.490 0.670 Standard Standard Yes Window Front (NE) 17.5 0.500 0.610 Standard Standard Yes Window Left (SE) 17.5 0.500 0.610 Standard Standard Yes Window Left (SE) 10:5 0.500 0.610 Standard Standard Yes Window Left (SE) 17.5 0.500 0.610 Standard Standard Yes Window Left (SE) 15.0 0.500 0.610 Standard Standard Yes Window Back (SW) 17.5 0.500 0.610 Standard Standard Yes Window Back (SW) 50.0 0.500 0.610 Standard Standard Yes Door Back (SW) 40.0 0.500 0.640 Standard Standard Yes Door Back (SW) 40.0 0.500 0.640 Standard Standard Yes Window Back (SW) 16.0 0.490 0.670 Standard Standard Yes Window Right (NW) 4.5 0.500 0.610 Standard Standard Yes Skylight Horz 1.1 0.680 0.670 None None None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... WITBERG RESIDENCE Date..03/18/02 09:57:10 MICROPAS6 v6.01 File-NIGHTN10 Wth-CTZ1.1S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-NIGHTN10 TITLE 24 1243 Orientation Skylight Horz Equipment Type Furnace ACSplit Tank Type Storage FENESTRATION Area U- Interior Exterior (sf) Factor SHGC Shading Shading 1.1 0.680 0.670 None Ngne SLAB SURFACES Slab Type Standard Slab HVAC SYSTEMS Area (sf) 616 Over- hang/ Fins None WATER HEATING SYSTEMS Number in Energy Heater Type Distribution Type System Factor Gas Standard 1 0.62 REMARKS Tank Refrigerant Size Tested ACCA R -value Minimum Charge and Duct Duct Duct Manual Thermostat Efficiency Airflow Location R -value Leakage D Type 0.800 AFUE n/a Attic R-4.2 No No Setback 10.00 SEER No Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number in Energy Heater Type Distribution Type System Factor Gas Standard 1 0.62 REMARKS Tank External Size Insulation (gal) R -value 40 R- n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... WITBERG RESIDENCE Date..03/18/02 09:57:10 MICROPAS6 v6..01 File-NIGHTN10 Wth-CTZ11S9.2 Program -FORM CF -1R User##-MP1342 User -Paradise Mechanical Run-NIGHTN10 TITLE 24 1243 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations; any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... FRANK WITBERG Company. Address. 6772 HUPP COUTELENC RD. MAGALIA, CA 95954 Phone... (530) 873-2884 License. DOCUMENTATION AUTHOR Name.... ROBERT A. MANGRUM Company. Paradise Mechanical Address. 5655 Almond Street Phone. Signed.. Signed. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) Paradise, CA 95969 . 530-877-8882 (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... WITBERG RESIDENCE Date..03/18/02 09:57:10 Pro'ect Address 6772 HUPP COUTELENC RD ******* MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone. ......... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-NIGHTN10 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-NIGHTN10 TITLE 24 1243 Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R=13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... WITBERG RESIDENCE Date..03/18/02 09:57:10 MICROPAS6 v6.01 File-NIGHTN10 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-NIGHTN10 TITLE 24 1243 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance % with ASHRAE, SMACNA or ACCA. ✓� 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect / hot water tank. a/ *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually / operated dampers. ✓ 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or,outdoor spas. 3. Pool system has directional inlets and a'circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title............ WITBERG RESIDENCE. Date..03/18/0.2 09:57:10 MICROPAS6 v6.01 File-NIGHTN10 Wth-CTZ11S92 Program -FORM MF -1R User#7MP1342 User -Paradise Mechanical Run-NIGHTN10 TITLE 24 1243 pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement / allowed in Sec. 150(k)2.; and recessed ceiling fixtures / are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... WITBERG RESIDENCE Date..03/18/02 09:57:10 Project Address........ 6772 HUPP COUTELENC RD. ******* MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone. ......... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-NIGHTN10 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-NIGHTN10 TITLE 24 1243 MICROPAS6 ENERGY USE SUMMARY Vent Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 17.72 14.64 3.08 Space Cooling.......... 11.63 16.69 -5.06 Water Heating.......... 13.75 11.59 2.16 Total 43.10 42.92 0.18 *** Building complies with Computer Performance *** Zone Type HOUSE Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 1840 sf Single Family Detached New Front Facing 45 deg (NE) 1 1 ReducedYear Raised Floor 1 15527 ' cf 616 sf 14.6 % of floor area 0.5 Btu/hr-sf-F 0.62 8.4 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 1840 15527 1.00 Yes Setback 2.0 Standard No COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... WITBERG RESIDENCE Date..03/18/02 09:57:10 MICROPAS6 v6.01 File-NIGHTN10 Wth-CTZ11S92 Program -FORM C -2R User#-MP1.34.2 User -Paradise Mechanical Run-NIGHTN10 TITLE 24 1243 OPAQUE SURFACES PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 13 SlabEdge 14 SlabEdge Orientation 62 0.760 R-0 No 46 0.510 R-0 No FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE Window Front (NE) 7.0 0.490 0.670 45 1 Wall 314 0.065 17.8 45 90 Yes W.19.2X6.16 2 Wall 260 0.065 17.8 135 90 Yes W.19.2X6.16 3 Wall 365 0.065 17.8 225 90 Yes W.19.2X6.16 4 Wall 220 0.065 17.8 315 90 Yes W.19.2X6.16 5 Wall 156 0.065 17.8 45 90 No W.19.2X6.16 6 Wall 20 0.065 17.8 135 90 No W.19.2X6.16 7 Wall 193 0.065 17.8 315 90 No W.19.2X6.16 8 Wall 24 0.065 17.8 0 90 No W.19.2X6.16 9 Door 20 0.330 0 45 90 Yes None 10 Door 17 0.330 0 0 90 No None 11 Roof 1838 0.025 38 n/a 0 Yes R.38.2X4.24 12 Floor 1232 0.037 19 n/a 0 No FC.19.2X8.16 PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 13 SlabEdge 14 SlabEdge Orientation 62 0.760 R-0 No 46 0.510 R-0 No FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (NE) 14.0 0.500 0.610 45 90 2 Window Front (NE) 7.0 0.490 0.670 45 90 3 Window Front (NE) 17.5 0.500 0.610 45 90 4 Window Left (SE) 17.5 0.500 0.610 135 90 5 Window Left (SE) 10.5 0.500 0.610 135 90 6 Window Left (SE) 17.5 0.500 0.610 135 90 7 Window Left (SE) 15.0 0.500 0.610 135 90 8 Window Back (SW) 17.5 0.500 0.610 225 90 9 Window Back (SW) 50.0 0.500 0.610 225 90 10 Door Back (SW) 40.0 0.500 0.640 225 90 11 Door Back (SW) 40.0 0.500 0.640 225 90 12 Window Back (SW) 16.0 0.490 0.670 225 90 13 Window Right (NW) 4.5 0.500 0.610 315 90 14 Skylight Horz 1.1 0.680 0.670 45 0 15 Skylight Horz 1.1 0.680 0.670 45 0 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 None/1 None/1 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 None/1 None/1 COMPUTER METHOD SUMMARY Page.9 C -2R Project Title.......... WITBERG RESIDENCE .Date..03/18/02 09:57:10 MICROPAS6 v6.01 File-NIGHTN10 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-NIGHTN10 TITLE 24 1243 Surface HOUSE 1 Window 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window 8 Window 9 Window 10 Door 11 Door 12 Window 13 Window System Type HOUSE Furnace ACSplit WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard REMARKS 1 0.62 40 R- n/a OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 14.0 4.0 3.5 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 7.0 3.0 3.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 17.5 5.0 3.5 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 17.5 5.0 3.5 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 10.5-3.0 3.5 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 17.5 5.0 3.5 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 15.0 3.0 5.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 17.5 5.0 3.5 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a• n/a 50.0 5.0 2.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 40.0 6.0 6.6 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 40.0 6.0 6.6 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 16.0 4.0 4.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 4.5 1.5 3.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 616 HVAC SYSTEMS Refrigerant Tested ACCA Minimum Charge and Duct Duct Duct Manual Duct Efficiency Airflow Location R -value Leakage D Eff 0.800 AFUE n/a Attic R-4.2 No No 0.737 10.00 SEER No Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard REMARKS 1 0.62 40 R- n/a HVAC SIZING Page 10 HVAC Project Title.......... WITBERG RESIDENCE Date..03/18/02 09:57:10 Pro pct Address 6772 HUPP (-1nTTrrVT V?LTr4 nn******* MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone............ 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-NIGHTN10 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-NIGHTN10 TITLE 24 1243 GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude..........:. *** . Winter.Outside Design.....: Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1840 sf 15527 cf Front Facing PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction........ ..... Glazing Solar .................... Infiltration ..................... Internal Gain. .................... Ducts............................ Sensible Load .................... Latent Load ...................... Minimum Total Load 45 deg (NE) Heating Cooling (Btuh) (Btuh) 11004 3773 5391 2830 n/a 6252 8832 2665 n/a 2100 2523 1762 27749 19381 n/a 3876 27749 23257 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety marlin, etc., must also be considered. It is the HVAC designers responsibility to consider all factors when selecting the HVAC equipment. 4936-79B PERMIT NO. PERMIT EXPIRES �., William A/ Beedle 'OWNER CONTR. owner I LOCATION (A.P. 65-04-1 ) W/S Hupp Coutolenc Rd., afp. 1000'NW of Coutolen Rd., lot 1, Magalia ,M1 ' 2 • f} 5 ,t l 1 rr` 1 4 t' t ' 4 a f r kTemp. Power Pole Called PG&E Temp, Alec. Serv. ailed PG&E T mp. Gas Serv. Called PG&E JOB ' FINALED (Date) ( ignature) K ' COUNTY OF BUTTE — DEPARTMEkT-OF--.PUBLIC WORKS BUILDING INSPECTION RECORD Reinf. Steel \ �'�= Stucco Final Subpanels UILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab' Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwa l l Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for physically handica ed Conformance of ex. structure Appliances Gas PI in Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing LECTRICAL Reinf. Steel \ �'�= Stucco Final Subpanels Mesh MECH ICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping MOBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS r (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oriville, California 95965 Tel ephd5e-: 534-4541 APPLICATION AND PERMIT Owner 1 L L ,`.9-m ,��l��C' 1-0 Mailing Address Contractor Mai I i ng Address Building Address W/.5r L Telephone No. V77- A Telephone No. D/r el t7 C_6yre, L i U�t-ill Ga�1 1�/�'�•ylhLd� A. P. No. Lt I-Zbhing & Planning F 'on Fire Dept. FireZone Use Permit EQA Parking Parcel Parcel Ma 60' R/W Improvements Plans Declaration p p Bldg. Pans Rec'd Parcel I Plan Approval NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ Single Family ❑ Duplex ❑ Mobil Home ❑ Others 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 style of: License No. 1 am exempt from the Contractors License Laws of the State of California. Permit Fee MECHANICAL WORKMEN'S COMPENSATION INSURANCE PERMIT FILING FEE I am aware of the provisions of Section3700 of the California Labor Heatinq 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 1 shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. Classification �93G-moi _ BUILDING (( J SQ. FT. I OCC. I BUILDING VAL ION Fireplace Total Valuation Permit Fee - Plan Checking Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each Trap Repair drainage or vent piping Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Each additional outlet Building sewer Lawn sprinkler system $3.00 1.50 1.50 1.50 1.50 1.50 .30 5.00 2.00 ,p0 FEE Permit Fee ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 00V OR LE Main service 100 AMP ORSLESS 5.00 Main service EA. ADD'L 100 AMP 2.50 Main service OVER 100 AMPP OR LESS O 25,00 Main service EA. ADD•L 100 AMP 1.00 NEW CONST. ! DWELLING OCCUP. h� OR ADDNS. 1 ACC. BLDGS. 22sgft NEW CONSTR. MULTI.OUTLET NON-RESID BRANCH CIRCUITS 2.50ea NEW CONSTR (POWER APPARATUS d NON.RESID. \SINGLE OUTLET CU,R.- EX. Occuo(OUTLETS OR FIXTIIRES 50 L 25tBAL@1 FIXED APPLNS. OR EX. OCCU p•(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 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 County of Butte to enter upon the above-mentioned property for inspection purposes. I'--,DateIf Signature of Permitee or Agents Receipt No. .52 2r1 '-k-7 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant Cooling $3.00 Ventilation Hood 1 1 2.00 Permit Fee $ $ Land Development Fee $ TOTAL PERMIT FEE $ This permit is hereby issued under the applicable provisions of the Bu ounty Code and/or resolutions to do work indicated abov for hich fee have been paid. IRE OF JVUBLIC WORKS/JV1 - ^ Dat Bui (ding p it expires Date �� E.H. use MY Rat Plan oiatn:had Rear Man Anachad Sent to La., TO: Building Department FROM: Environmental Health 4 SUBJECT: Sanitation Clearance Owner cation AP# Plan Approved fo : Sewage Disposal W ter Supply: i Publ'c Private Well Clearance fordwelling. Other �(�;r-��-� vrwo+ Hold final for: Final clearance O.K. for: NOTE: :!�iMA q 2 -- / / V Enviro mental Healt Specialist U Date 8/96 I j ; ------- , - I-,--.--- - I --- - __ __ - -1 � - , - - � 1_: --- I - I I --- - __ - � .- : � -1 - ------- --,--,----- - __ I-- __ - __ I L_ _______ __ 11--_ __ --,-- __ _ - -- - --- I ____ I I -.------------- I I I I , - - - -- I � � I . �, . I 11 I I I � 11 I � � I I I I � I � I I .1 I - I I I I I I 11 I . I I . I 1 I I I - 11 I � I I I - . 1. 1, - 1. . � . I I I - - - - � I - I I . � I I � . I I � - I I I I I . I I I I I I � I I - I I I I � It � , I I I I I I I - I I I � � I I I I I I - I I I I I .1 I � 1, I I I I � I I I - I I � I I I I I I � I I I 1. I I I I I I I I I I. � I I � I I � I I . I � I I I I I - I , � I I ., , I 11 I I I � I I I I I I I I I I � I I . � I I I 11 I I I � I , I I I . I "I . I I � I I � I I I I � I I I / I I I I � 1. . I I I . . � . . � . I'll I I I � I I I I . � I I � I I / I I I I I I I I I I I TABLE 23-"-1--NAlLING SCHEDULE . I I I , I I I I . � I I I � I ,� co-KcroN ...- . I I INAUJAKIT 1. Joist to sill or girder. toenail - � � ". .1 I I I I � . I I 3 -ad L BrOging to )oist, tocnail each cod - . I I 2-9d 3, I" X 6* (75 min X 152 aim) subnoor or lesa�to !!!� j6ist, face natil I I , . - I I 1. I I 2.9d � 4. Wider then 11' x V; (25 man at 152 min) sunifloor to each jis6% face nail I I 3-9d � 5. 2' (51 mm) subfioor to joist or girder, blind and face nail I I I � I 246d '6. Sole P141c to j�s; or bimkint, lyp;cal face nail � . I I . Sole plate topua or bi,xiting, at braced wall priels ' ' - I I � 16d at 16' (406 rnm) iii.e. I . I 3-16d per 16' (406 mm) 7. Top plate to stud, end njil . I - I . I 2-16d 1. Stud to sole plate I . I . I I 4-9d. we"I or 2-16d, and nail ' 9, Double muds, face nail I I � - -_ I I I I I 1 16d at 24' (6 10 man) iti.c. 10. Doubled wp plaim typical face "I . I Double top plates. lap splice . I 11 I I I � . I I 16d as 16' (406 mm) ti�c- . 9- 16d 11, blockinj bet -ten joists or rafters so sop plaut. toenail 11 I I I I I 1 3_8j 12. Rim joist to top plate, tomisil . I I Ad at 61 (152 nam) cc. 1 13. Top plati,L lap,; and intersections. face ftil I I I I I � 2-16d 14. Continuous header. two ptecez I . 16d at 16* (406 mail o.c. along each edge 15. Ceiling joists to plate, icen.0 � I . 3-" 16. ContiviociIis header to sivd, itientil I I 4-9d - - - 17. Ctilmg jo,sis. laps o,cr riammons, face am[ I I 3.16d 19. Ceiling joi4ts to paral!rl rafters. race owl I � � 3-16d 19, Rafter to plate, wenul I . - I 34d 20. V (IJ mm) bratee to each stud and plaze, face nail 1. . . - 1 . I , " 24d 21. I' X I' (23 min X 203 mm) sheathing or liess to each bearing. face ANA I I I 2-Sd 21 Wider than I o- X 8' (23 min x 203 mail sfxa(hiq to each bearing, race mail I I 1 . I 34d 1 23. bvilt-iip v�r stvd,I � I . , I I I—. . I 16d at 24' (6 10 snat) c.c. 24 B,,ili-irp girder and bei-, . , 20d sa 32' (813 mm) o c. in top and bottom and staggered 2.20d at ends and at each splice 25� 2' (51 mm) PlAas - I 2-16d at each bearing 26. %kood structural 1p;i�is and particleboird': I I � , I Subnoor and will awathing (10 framing): ` ' ' I I '/,' (I 2.7 mm) and less I I I I 11r/37'-31,* (15 rho -19 mail I . � 71 ' I* (22 mm -25 mm) I I � III's -. 1; 1/4' (29 aun-32 min) - 11 I - I I I I Cornbination itubnoor!iandertaymcm (to framing): , I 1/" (I 9 mm) and Less I I I I � '/&'-I' (2! mm�25 01.) I c � � I . I , I 1 I1/,1-I1/"(29inm-33m.) I . I I I I I .1 I I I I Wit I I ,. I I I . " � 90 or 6dl � I SO I I I I I I I lod's sar Sidl I I � I I I I 1 6JI I Ilds I 1 1 1 1 Oda or $41 . 27. Panel sicling (to fraiming):1 I � 1/2' (12.7 man) w less I . I I -'/A* (I 6 mm) I . I I I � I Me I 11 Ads 1 I I I 1. I , I � I I 11 I I I . i 1� 11 I � I I 11 '. I I I I , , , . 11common, or box nails may be used exorp where othetwisc stated. � �. I I I he I I I I I I I 11 I 2N&ils speced at 6 inches (152 mm) an canniest edges, 17 inches (305 st,m) at tatemeState supports exctO 6 Inches (152 Car) 49 III SuPPoet' w n' 1141,111 I , 1 43 inches (f219 mm) or mure. For stailing of wood sUrvicturad Panel wid Pamickboard di4phrag'as and OwX wall& filler to Sections 23153.3 aind 2315A. Sm, I I . I . I I � I , .1 , I I I . for wall sheathing awy be common. box o(cituong, I . . I . I I I I I I 3Comawn or defixined shark. I I I L . I I I I I I / L ItCom"Wo. I ...'. . I 11 I L I I I I I I � 1, . I I . I I I I I I I $W.. -d shank. I I . I - . . I I . I r I ficiarrosion.hes,junrit sidinj or casing nails conforming to %1� rx�uincmcnts 6rScction 2304.3. 1 L LL I I I I ;W I �11, 1 7 Faste "r% tpic ed 3 inclic % (76 inni) on cerm r in c & ter" edges and 6 inc has ( 15 2 mail on center &I 1111 ernand"alt NuPports, Ahing end 11/4 -inch (44 min ) I I I 8,CWr.m,n%�rC,j,1aN r.or.tg ,uuj� with 11,,_j"h�jj.mejer (I I nim) head mW I 111 -inch (31 aun) Irn.th f(w 1/24och 017 mm) she L 1� � 1 ";�4""4 1 \ , ", length rot 2-�ii)j-inch M min) %imilhing runforriwIf so ft re4uiremcnis isfSection 23(A.I. I I I I L , 9Coff",jon.m$jIijam stapies with nominal 1116 -inch (I I mni) crown and filti-inch (29 snail length for I/rInch (12.7 num) I sheathing and I'trinch (32 mm) kingth I I I � , , - (or 211,12-in�li t2om.) sh-1hi-S cNif—i,19 to the mi-im-1-tits ,if Sectinn 2304.1. I I . I - I/ � 'I,, I M11-1 .iripi,ni, w if, ,,wheL, (4(at, mr,411241 i.wticl IN% instill if aliv,19111 Nxix in 11w king tfircclittisof IN pancl, isn" othcrwi.e owk,dl. Ca-ing M 1111i.1i Will . . � I � , . L spuI:ed 6 ,m-nan, (153 valn) oIj panel cil[cs. 12 Inches (M man) at intermediate supports. L . I L I I , �1'1 I � : � I . itpeast wpporiii at 24 inches (610 man). Casing or finish altiltispacerd 6 Inches (IS.2 min) on parel edM 12 hathes (305 men) atinterneedliate supporu. ' I I �, . I I I I . I /� I . . I � . I I I � I I I I . 1\ L - . . I I . of ,,�,' I I I 11 L && 0 z i i I '�--------.----------------.---------'------,--��-.---------"--� ' " ' � 114 i- -�---,-�---�--''---.-"--.--,-,---.,��-------------L-------------- - 1-_.___1;��____-7_____ _ - ____ I . I I . , I L I L I _J ___,___,__-"_ --I--,—.,- __ _ ____ I , . -, - _____ ___ - _______ — � -_ ______ 1_' I . . ____ , N - I tI ,:,at I 0 1 � . . � . I p I 11 I L I M 4 2 I/ t 211� 4k 1, I . 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I I I � 2 Md bays @ 2'O.c. I � .� __ � ' . I I . I aM aLODI GLUT,AMS - Std. Spec's - Glu Lam Timber AITC - 117, Fb = 2400 ptsi, , I I I I . ., . I I . I � I I I I I � . � I _� D, at,:,;% I STANDARD CAMBER (U.N.O.) @ ROOF PLAN, 24F -V4 (C�_ SIMPLE SPANS, I . B , 713" Portland cement plaster on studs 16- d.c., .. I I I I., I .. I I I 24F -`V8 @ CAN=ER CONDITIONS I No. I I gz� =1.'/3' long. Wl 6" head, or No 16 ga� I , i . . I I i . I PLYWOOD - APA U.S. Product Std. PSI 1-83 staple Wit 718" legs. I .. .. � I I I � � I I I _ - - � I I _. 4. ft Panel length min., Covcring 3 stud bays @ 16"o; ' I I . � . 11 ,, I f-""�:,�:,�:_-,', � �,�', 4 1 CONNECTORS - SimpGon Strong - Tie Noted (or equal) . I 11 I 2studbays@2'.o,c, ' , , - I � C. of � , � I , I I F fel, n tlh4t-�,f cfe , A rvy\, I A. & M. BOLTS'- ASTM A307, Unfinished I � � I I I . I I I i I I I - � , - I I I I I I . STRUCT. STEEL - ASTM A36, U.N.O. I . � Z�s ",GYPSUM bd,� YV�Yhin thickness, riallings@ r O.c. (90 studs, � ' I I I . I CONCRETE - Mt. Compir. Strength - Vc = 2500 psi @ 28 days' . .. plates. and edges. (must block ail edg"), 5d coolers @7- o.c. � I I I I � . I REINFORCING - ASTM A615, Grade 40 1 1 1 - � � I @ W- b(i (6d coolers @ 518"bdL) Scre" may bettsed, ,� I I I I I . � I � Panel length 4 ft, min. if applied both sides- (3 stud bayis I I . I � I I I . - I - I I I � I ALW vy . SOM 13 1AMIN G PRESSURE - 1500 psf I I I I @ 16 io.c. or 2 bays @ 24"o.c.) or M length - I I I � I I I I - � �_ . I � I I I L . I I I I I i , I . . I 11 - if applied one I side. � I I � 1, * I , I � 1 I - . I I I I I 1, I I � I I I . I I I I I . � I � I � I I I I � I I I I � I � I I . I . I . � -thick, ' I I , I I I I I I I I I I I D - Hm*dboard sheathing. 4 ft. x 8 FL panels x 318 1 . min., i I . I I I I ______ e I I . � i I I , 7- ------ = �7=7- -.- -- - - - -- -- \ I I I I ____ __ _,__,_-_._____ I r— --- �. �====-: � - Z- - � I I - , --.-7- 1 � - I � I I i � � , i I i / I I I � i I _ A,wv," MIIr'r_,5;C- � � � - . � i . I ..-.] - � ____ I � .i ! Y I I , WI/ � _ _x- ' I I � I I i! I ! 4 t, , W rl"' t 04 ,1' - ; , , . I _� V I I � I . I .- _ ! I ! � .1 I I I __ - - - __ .-- — 4 1 i4v- — .____.__ � - - � __ , .. I 4 - I 11 I r- - / 1i � I i -114 i � 4 %L . � , 2 i I i 11 I I , / [ I � I I I I .. I I � 1 T'� -/- t I , 1 __1 - I ___ r �� 1 1 . .. - -11 I S __ = = �,/__�_. - = = 4 11"11 r , � __ - __ - _1 �i .- I I -- - ------ _: , __�_ I I i ______ - . � I ,�� /I - I - I - ____T_ — � I . I I -I - .- I _-,,,,--_I I , I 1 %4 _'� 11 11 I I I.- I ,,-' i , -- - . \1 , I I IT I 1, - I I I It- I < ., I !`,;� -.( - - K I , __ --I---- , � , .1"' [ - i_.,-_,__ .:- -t,;-I,v � I . 5 11 K, i 11 - < 0 I - I.- , X I I I t ,... , �,,,,,,, 1 /7 � I L , " �,,,,,, �____ - _�_' , __._�_ ". - "' - __� � I— --i-i - _.___ � i i I L --- I I i ,_2A___ ... ______ I . 0 I I I I I I I , I Pj- t, � , . � . I I - I � i � i I I I I I 1.1111, I I ?__ - - j ;,_ : I on studs 16" o.c., nailed w/ 8 d @ 4718" o.c., all edges on * ; I I - 1*1 I 11 ! I I I . I � I \ I \ I \ Xi � i "'A. 1\ ; Environmental Health � 2x or greater framing m I I "., I i i f I � I � I ember. Panel length , 4 ft., min. � ! / 4 `-, I I i / t ! I I . . I I I � . I i . . I I --./--,. i I -1 ____j:11 - - J 1, I , / � I I I I I - - - ! I I - - ,\- ",- , I I I I � .,- - -,--- K/ I , . I ,\ � _,___ I ,\r - I , I I � �, I � . I 1 1, 17 1 i �� I I � �, I - I I � . I I� - I . 'i 1 i� � - I I I 11 I I I I I I I � - �, I I � I , , I � I � . � I - �; � - , -'- 11, � / i ! I , , 4 1 1 i I I I � MAY 2 2 2002 � I I - 1 " , � . I —, — - -.1 __ I I I --- __ — I — ,' I I 11 . 1. . I - I ` __ " � I I � I � 11 I I I - -1 � I ! / - . . I r- I i ' , ; braced will plates:.ball be nailed to the floor framing and top plates ' II � j , � -L � i I I ,$._ ; I ' � , , . I ��, 4_� J "I iz V I, I .. � I I � I i 1 IX -1 : It " , I �� L I Chico, CA , shall be nailed to tl e framing above per table 23�11-13,11 1 , I i I ; f "I I I Sills sball be bolted ,, the foundation or slab w/ %- x I 0" ja.bolts @ � � I I I t i I ; ' �� X I i i Ell,' ! . l I � 17 � rol;;t� , I - I I I I 1; —3 W4,.. ! i . t=� � ', I .0 I . 1. . I � Jr— I 'Ir " � - 6' o,c. _ . V, 4 I i kr, , � I � � � � I -1 i, I o I r44 . 9AW`;f`.. � llfl'111��j . I I I I I I .11 — � I � . � , � �,.;_, —, 2, ,_ i I I I I � I I � ! �, I I ; X) . I I '' I . - I ; 1, I I I � 7 -1111-1,11- ______4__ ��4 11 - -A I � I I . � � '' I � I I . I . I I I 11� � i.- I i � __ I I __ . � . I I I I I I I L I --!:�--- -_ -1-i —_ , I I I * _T_ __ ---I I z 0 t . . . �_ ! I I I I I I I I I I . - , . I ___ - I . I IQ i � _ - - � - � � " I I � .� I I , r I . � I-. I �_. - _� � 6 Alternate br2cvd'panel T-8- inin. length, I I I I I I ,� - ; 11 I _= -, ik = , 1 - i : I I 11 , N� "`� I W 8d comn-6lis @ 6/12" o.c., (block all edges) 1, I I I � � , I � I I I — I -.-- - . i I � ___=__ �_ - I I � t I t -, �\ ; I i I i � I 318"CDX ply, -, � ___ � I I � __ ; ( - I - , , I , - --- , § � f � I , - I _Z� - --- 'k �& Vz" it. bolts p!aced @ pane,' ts I I � , \ . " — ; _= 1, __ I I � i , I I i - q-rtff poin trld "simpson- � I � � -1 I � . I I I � I I . I � j ; � I i PAHD 42 @ panel end conds, -� !;P#! �F ?! or PM2 ig found � . � I � I I / � , - ` . . � '��_ i � I I , I . , � - I I _�� _J:e� . — � , I I _____ I I T I � . ; I I --- -1 �]_ - I ! _______L_,.,.__ I I I I I � " �! _\ i , . 1**' 1 1 end cond's. / 2500 psi conc. and : I I I — f i 3 1 1 � i I I i I I 1, I I I I � � - I � I I I .1 I � . I - I � �. - I I . -11, I � I I I I I I � I r - 11 - I I I I � - � I I - � I I I I i : � ! 11 . ; . I single po6r cond.) 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