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Home My WebLink About064-060-006'.+sal '4i� 3'x wo 064-060-006 PERMIT#96-1355 MARTIN, Dan & Marilyn 14564 Cc -Iter Way, Magalia / New Single Family �a/ /% f 9y4,11 064-060--006 PERMIT#98-0181 MARTIN, Dan & Marilyn 4 ,;v 14564 Cclter Way, Magalia Conv U�nlin to �L/vvnng/SF RESIDENTIAL ' 064-060-006 PERMIT#98-0181 PERMI' MARTIN, Dan & Marilyn 14564 Colter Way, Magalia PERMI+" C6n-V Unfin to Lvng/SF OWNER CONTR. 1 ASSESSOR PARCEL LOCATION ( C t , l t 1 4 e i t Temp. Power Pole Called PG&E_ .Temp. Elec. Service Called PG&E Temp. Gas Service s Called PG&E 57 JOB FINALED (Date) 2 Signature V=OK O = Not OK'Not - Applicable MOBILE HOMES • = NotReady Date MOBILE HOME UTILITIES (Plans) OK except #'s 5. Alum. Awn.; ColumnsConnections-Spl'i ecal-Enclosures 1. Zoning Requirements - Setbacks - Easements 6. carports; Windows -Doors 2. Soils; Special MH Support Sketch 7. Electric 3. Sewer; Location -Test -Fall -C/O -Concrete 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 4. Water, Location -Test -Easement Needed (Sketch) 9. Siding; Nailing -Veneer -Stucco -Mesh 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 10. Roof; Sh#VRoofing 6. Gas; Location-Tesl-Wrap; / /LYt / /NaL or/ tt'(L/ /LPG 11. Ext; Steps -Doors -Lendings 7. Well Clearance & Disconnect 12. Braced Wall. Panels 8. Utility Clearance Date Card B-1 Date Card B-1 Date Date Card B-1 Data Card B-1 Date Card B-1 Data Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 2. Soils; Compaction -Structure Stability 1. Zoning Requirements- Setbacks Easements 3. Pool Structure; Steel -Connections -Thickness - Dead Men -lining 2. Footings; Size -Spacing -Manage Line 4. Elec.; Receptacles and Lighting, Distance-GFI 3. Gas; MH Test DemandVahe•Connector 5. Elec.; Pool Lighting; 15 Volts -CFI 4. Electricity; MH Test-Cmssovers-Breakers-Clearances 6. Elec.; Enclosures; Conduit Entries -Terminals -listed 5. Drain; MH Test -Fall -Flex Connector 7. Elec.; Bonding; Metal wX-Circulating Equip. -Heater 6. Water; MH Test -Regulator -Connector 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 7. Water and Sewer Connected -C/O to Grade -HD Approval 9. Health Department Approval 8. Gas and Electricity Tagged 10. Plumb.; Cir. Test -Water Supply Test 9. Tie Downs -Type -Installation Cert 11. Light Niche 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Card B-1 Date Card B-1 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; SoilsSiae DepthSpacing-Connecto►s.Steel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails uake Card B-1 Date Card B-1 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; ColumnsConnections-Spl'i ecal-Enclosures 6. carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Sh#VRoofing 11. Ext; Steps -Doors -Lendings 12. Braced Wall. Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'a 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 -CFI 6. Elec.; Enclosures; Conduit Entries -Terminals -listed 7. Elec.; Bonding; Metal wX-Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S 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 uake Card B-1 Date Card B-1 _No O = Not OK RESIDENTIAL - = Not Applicable . = Not Ready Date ZPNDERFLOOR (Plans) OK except #'s -�? ningSetbacks-Easments-FloodSlope . F5., Main; Soils-Elec. Gmd. / C Ftq. Depth 3 .t9'.,Parage; Soils-Steel-Elec. Gmd/ P Ftg. Depth 4 -ft. Porches & Decks; SoilsSteel-/ P' Ftg. Depth 5. Stemwalls, Main;'Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-BlockoutsaMrapped 6a. Hold Downs and Special Anchors 7. Slab, SteelaMrapped 8. Piers -Fireplace Ftq.Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists Vents-Cdppies 15. Access & Ventilation 16. Insulation Date lj Card B-1 Date Card B-1 Date Cord B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s . a r Htr; Vent -Access -Combustion Air Baffle ater Pipe; Test & Anchor -Nail Protection 1T D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 `/ Date Card B-1 Date Card B-1 Date Card B-1 Date CTRICAL (Permit) OK except #'s 2jeliture & Transformer Clearance -Ins. Protection 4. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ECHANICAL (Permit) OK except #a 35.49. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s its Proper Materials & Anchors JI(Xalls Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) 4. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45( Headers & Beams -Size & Bearing (Single & Duplex) Date _FRAMING (Continued) • Hangers -Post Caps -Anchors -Connectors . in . Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Rfng. ue Ties or Type A Flue -Fireplace Throat clearance Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdnn. Windows or Exiting Doors -Sill Hgt & Dimensions =tt7 rge Fire Protection Framing roperty Line Firewall & Openings ,§2_Ex4-Doors-One 3 -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection on Roof Overhang -Attic Vents -Rafter Outriggers -56 -53 -ng- Nailing Veneer cco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic '*39-75 >e r Walls: Nailing -Bolts tenor /Exterior Wall Panels Insulation -walls -Ceilings 62. Infiltration -Walls -Windows Date fJ .� D Card B -1.e, -,j Date Card B-1 Date GG Card B-1 Date Card B-1 Date SINAL (Plans) OK except #'a(Plans) OK except #'s BT.- Extteps-Door & Sidelight Protection -Landings -Door & Sidelight Protection -Landings 6V -Smoke Detector Vents -Clearance -Comb, Air-Conector- In G e; Above Floor-Ducts-Mech. Protection edrr Exiting G th Fixtures & Tub Access -Spa 09'pTrim & Subpanel, Breaker Sizes & Labels Stairs & Rails 7Q.-Foeplees-eeStove, Clearance -Hearth ood Panel, Int. & Ext. 72.-M6t-Feet-i.LpplYance; Ground. -Air Gap -Cooking Clearance ,78-Ekc-OMtets & Recepticales at Kit. Counter -#4,_G.amge..E4re-0oor; Swing -Landing -Closure " "+9w_Qua4 Garage -Damper earance-Comb. Air Connector-P.R.V. Above Floor -Meth. Protection 7R--P1tt-Eiec "ech. Equip. Listed for Location 18. E196.'BAppiptacles in Garage (G.FI.)-Romex Protection Insulation -Foam -Looked in Attic 80 a Laa a& & Deck Construction -Post Caps Hole Door Drainage & Wood -Earth Clear nce Looked under Floor n Yes owing Instid./Drive 0 Yes R1To7Qa1ks s O No/Planters 0 Yes 0 No na ce,. rQ a.. wwFinish Electrical -Plumbing 8& -'Tents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86__'A " �nect, Electrical, Plumbing terio Elec. Trim, G.F.I. Receptacle -Underground n Throught House ass Protection Corrections from Previous Inspections 94 Gas meters Tagged, Gas -Electric Certificate -Other Certificates Date '�( j�Q'�rdB Ji_ Date Card B-1 Dates- �-'Curd B-1 Date Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE -DEPARTMENT CrF DEVELOPMENT SERVICES-BUILDINGDIV ION 7 County Center Drive - Oroville, fialifor_r4a 95965 - Telephone (916) 538-7 41 PERMIT NO. (Rev. 12/96) i APPLICATION AND PERMIT z 6V-0/ ASSESSOi}�lgr91}1�BEa-006 �AJNDUMARILYN ZONING BUILDING PERMIT OWNER DAN MARTIN TELEPHONE 73- 4323 SO. FT. OCC. BUILDING VALUATION 600 R OWNER'S MWI%LTER WAY, MAGALIA - CONTRATftr6W TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 1 35-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 87 75 BUILDING ADDRESS 1-4564 COLTER WAY, MAGALIA Energy Plan Checking Fee $ 93-00 $ PERMIT FEE $ LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other SPECIE' Each Trap 7.00 Solar or heatpump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel0,"yyUtilities ❑ Installation ❑ Othe- ❑ Describe Work: CONY UNFINISHED AREA TO LIVING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ 41.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service "."A RLE 20oA oR LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business an Professions Code, and my license is in full force and effect.P License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as thei sole compensation, will do the work, and the structure is not intended or offeree for sale. I, as owner of the property, am exclusively contracting with 1censed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION! 1 hereby affirm under penalty of perjury one of the following decla-ations: ❑ 1 have and will maintain a certificate of consent to self=nsure 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, asxequired by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service To 46.00 CCU000A NEW CONST. OWEWNG OCCUP. DWE200ALLING OR ADONS. ( & ACC. BUDS. SO 3.50FT. 1.00 NON-RESID. T. BRANMULCHCICETS @7,50 OWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FD(TURES 20 1.00 BAL Q .SO P 5.00 Ex. Occup. ouTLEEDrsARELN.s o.) Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 41.00 MECHANICAL PERMIT Filing Fee 20.00 Heating EXTEND DUCTS 15.00 ,-Cooling Hood 6.50 Ventilation 4.50 PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is fo.- work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this pewnit 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 _abor Code, I shall forthwith comply with those provisions. �_� X � v �/` �—_ Date _ Signat a of Applicant -' Owner Contractor ❑ Agent An OSHA permit is requireJ for excavations over 60" deep and demoition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is 46.00 CONST. E V TOTAL FEE $ 433.25 HAZ. �— D. FEES _ IMP — FLOOD CDF _ PARCEL PD HD _ ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. _ A By Date 6 PERMIT EXPIRES ON!/�T Date ReceiptNo.2 /V 1�40 a-`�- WHITE-D.D.S.-B.D. CANARY -ASS S PI K -INS ECTOR .-DENROD-APPLICANT �.. � - �, � � f �.. t i�.+,.;4^i4,�. ": , h 1{ ;•�• ..fit . ,d i;.ij�•t ��:�wt' COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDIN DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, r LI]r IA 95965 - TELEPHONE (916) 538- 41 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCELS NUMBER: O t; Y Proposed Building Use: vF4 er yr.«,. '"Building Inspector: �,0r— Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 111 - All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. - ------ El 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ E16. ----------------- ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ Manufactured Home data and installation instructions including Tie Down Specifications .------------------ Feesof $ Z 4/2 So t - ------------------------------------------------------------------------------------- Impact fees as shown on the attached schedule.r--------------------------------------------- 12. California Department of Forestry plan approvaUfees. --------- ----------------------------------------------- 0 13. Flood elevation certificate. -----------------------z-- f --------------------------------------------------------- �-Sanitation and plot plan approva3�--- k- =—"Fl"eartth\Department. ------------------------------------------- 1115. ------------------------------------------ ❑15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval.for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. 111.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---. ❑ 20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number. ------------------- --- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - 024. Letter of signature authorization. -------------------------------------------- 025. Recorded copy of Agricultural Acknowledgment Statement. -------------- 026. Letter of intent on building use. ----------------------------------------------- 027. Manufactured Home utility clearance. --------------------------------------- 028. Existing violations and/or expired permits. --------------------------------- 1129. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: Whh you issue the ermit, process as follows ❑ Mail to owner, ❑il to contractor. UT°elephone7 c� 3 Z` 3 and hold for pickup at office. ❑ Deliver with inspector. Applicant: Date:, Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By:. Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: Index permit application for the above items numbered: 2. Additional items required: (Date) ❑ Plan Check List Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building ivision counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building ivision counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildin Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date71 1 : Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. Tiftf� f J' ._j ,.r.,Tfrcr..an�+ .-.y,i.cr rY+vRmw ryS^�k:<..r�cpw•rvnr�..,rr�s-sl•yt•=:ft `�'11�n, y,.j�.d�ri,µ,�: ,.+.a+„rv^ BUTTE COUNTY SCHOOLS IMPACRFEE CERTIFICATION FORM t I- (One Form Per Building) School District /Oi��" Building Department'No. 4wY. A.P. Number'�""'<:716 Jurisdiction: City] County Property 0wn r`r // � M Ate:! Property Location/Address /9G64 CMRM L!/`i 1 4A6,Q��s Subdivison Lot No. •dry .. .�i Sq. Footage Residential Development 0".: , No. of Living °' ` MHI Addition (Group R) Units' '. " Commercial/Industrial •, 0 0 Sq. Footage t� New Addition (Including Exterior ' Roofed Areas) Building Department Representative a Date (Floor Plans reviewed by Identification N 59— O�7 School District certifies that N 11h A ne C:p//__x (Applicant) -73 a,. (Street Address) (Phone Number) zl�5/5�7 5XI (City) (State) (Zip Code),, has complied with the requirements of Resolution No. by payment of $ X0141 representing square feet. As 2926 $ PULL MITIGATION $ School District Representative Dare Paid by Check # Remarks: Bank Number,. Paid by Cash 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.wkl (11/94)dmm COUNTY OF BUTTE BUILDING DIVISION 41 DEPARTMENT OF DEVELOPMENT, SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE NO' A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify 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. e ID Date — / —7 %Vlnspector i REV 10/92 Building Owner ENERGY INSTALLATION CERT7F ICATE ^+<LT I "_ Building Location e Building Permit # � 00-- DESCRI-FTION OF INSULATION ROOF Mate =a1 Thi=kness(iacaes) IOR W Y' Material Thicicaess (inch CEILING Batt or Blanket Type Thickness(inches-) Loose Fill Type MI -1:m— Thickness (Inches) Area covered(ft.2) FLOOR, =A= Material Thickness(inches) FLOOR, SLAB - Material Thickness(inches) Width (inches) FOMMATION WALL Material Thickness(inches) Brand Name The=al Resistance (R Value) Brand Name O f C21Z-�a The --mal Resistance(R Value) Band Name . Thermal Resistance(R Value)__ Brand Name . Number of Bags Wt. per bag Ib. Thermal Resistance(R Value)_ Brand Name Thermal Resistance(R Value)__ Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insula tion was installed in the above building, - is consistent with. approved building department -plans --and amachments -and- con- forms with requirements of Chapter 2-53 of State of California Energy Requiremen FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO. SIGN&TURE OF INSTALLATION APPLICATOR -- I hereby certify the required features, devices, and equipment, az 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 .equirements. R7:_ 1 Fox x rUILDING CONTRACTOR/ OWNER (Please Print) 71NAMLE) NATURE OF BUILDING WATRACTOR/OWNER HVAC FIRM NAME/OWNER (Please Print) Z - TE CONTRACTOR'S LICENSE NO. s STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF HVAC CONTRACTOR/OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. grPTFMRFR 1988 RESIDATIAL 064-060-006 PERMIT#96-1355 MARTIN, Dan & Marilyn 14564 Colter Way, Magalia New Single Family 'V3 t 119-9 JOB FINALED Signature 1 qA&�. _ _________ OFFICE COPY Address GAS Meter By Db�ti ie ELECTRIC,)/ s i Meter By ate V=OK O = Not OK Not Applicable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / / L'ft. / /Nat. or/ PL"ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1' Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 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-DepthSpacing-Connectors-Steel ' 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns-ConnecbonsSplice-Decal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 'J OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (; = Date UNDE OOR (Plans) OK except a's oning-Setb cks-Easements-Flood-Slope 2. Fsg!Ma n; Soils-Elec. Grnd.-/ /" Ftg. Depth XC. (jt/ Q�J, �,, Gar e; SoJJs-St Elec. Grnd.-/ /" Ftg. Depth l ' r 4. Ftk Por & Decks; Soils -Steel-/ /Ftg. Depth to ails, Main; Steel -Bloc kouts-Wrapped 6. emwalls, Gara ; Steel-Blockouts-Wrapped 6a. Hold Do and Special An rs 4to? •7. Slab; Steel -Wrapped r ! 8. PivrslFireelaoe-F4c.-Steel , 1tjj M& eg'D.W.V.; Fall -Fitt' g -Test -2 Way ewer Test ( 10. UF. Gas Pipe; Size -Anchors - yard gas pt g: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date :�Utg Card B-1 C5At Date Card B-1 Date PLUM NG (Permit) OK except n's 1 er Htr.: Vent -Access -Combustion Air -Baffle - -- ---------------------- ----------------------- - -- - - - W er Pipe: Test & Anchor -Nail Protection ------- V"[D V.: Test -Fittings & Anchor -Nail Protection er Pan: Test. First Floor -Tub Access _- --- 20.t Tub & Shower. Second Floor -Tub Access --------------------- -------------------- ----------- t- Gas Pip aize & Anchors ----- - -- --- -- - ------------------------------------------------- Date C 1 --- - Date ------- - ---Card B-1 -- Date C rd B-1 Date Card B-1 Date EL ICAL (Permit) OK except ft's - -- 2. FFii ire & Transformer Clearance -Ins. Protection -------------------------------------------------- -- - - 2 . ec. Receptacles Spacing -Lights & Switches at Doors - -------- -- -- - - - - - 4. Si a Boxes & No. of Conductors -Stapled ------ --- - ------------------------------------------------ - ----- Romex Installed Close to Ed -------------------------------------- p e of Studs & C.J. q rp. Ground made up w/Mech. Fastners-Bond Gas & Water --- - ------- .---_ ------------ - ---- -- ---_ ........ _. ... _. 2 Appliance Circuts in Kitchen & Conductor Size,GFI -------- - - - - --- -- -------------- ------------------ _ " eed Wire Size ga. Cu or AI-A.C. Wire Size ga. Cu or At . ange Circ. ga. Cu or AI -Oven Circ. ga. Cu or Al. lated Neutral ❑ Yes ❑ No - ---- ---- �Ice_RiSer Conductors & Ground -Main Disconnect -,3.1' E p_Clearances Panel s_ Motors_ Mech. Equip. C _thes Closet Light -Shower Light -Spa e Spa Light Smokerector .Date ! � _ _ .� d Date - Card .B- 1.. ... ... .. Date Card B-1 Date Card B-1 Date MEC ANICAL,(Permit) OK except rr's 4. Ducts Insulation & Support --------------- - - - V Fan: Exhaust above insulation -- 3�.n sate Dram & Overflow: Size & Grade 37 e -Vent: Access -Comb. Air-ReturnA r Vent -115 outlet 3" ccess &Platform it Furnance in Att c Date l ( Card B-1 Date Card B-1 - ... Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except P'S Proper Material & Anchors Walls Studs -Nailing. Spacing & Bracing -Plates -Sound 41 ring Walls over. Girders & Floor. Nailing . - 4 D top in Walls (rat roof ...... -- F e Stops: Furred Ceilings -Stairs -Chases -Tub -- - . .... -- ^. ... .... . . . .. . . . . . ... . . .. Headers & Beam -Size & Bearing tingle & Duplex) Date ,- RAMING (Continued) -- gers-Post Caps -Anchors -Connectors -------_ _ Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. _- - 4 fireplace Ties or Type A Flue -Fireplace Throat clearance A tic Access: Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Hgt. & Dimensions �arage Fire Protection Framing ---- ------ perty LineFirewall&Openings - t. oors-One 3' -Check Garage -3rd Story, 2 Exits �------ ---------- ------- __ 3. lairs: Wid eadroom-Rise-Run-Landing-Fire Protection pl don Roof Overhang -Attic Vents -Rafter Outriggers - -Siding-Nailing Veneer -- 56. Stucco Mesh _Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic --- 58. r Walls: Nailing -Bolts y Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows -J ------------------------------- ------------------------------------------------ - Date Card B-1 Date Card B-1 - - -- -----Card Date Card B-1 Date Card B-1 Date FINAL fans) OK except a's Steps -Door & Sidelight Protection -Landings —_ 2. Sm a Detector Furnace: Vents -Clearance -Comb. Air -Connector - age: Above Floor -Ducts -Meeh. Protection -- ..--------- --------------- -------------------- 64. Bedroom Exiting .B J5 G.F.I.om & Bath Fixtures & Tub Access -Spa 66�e( Trim & Subpanel: Breaker Sizes & Labels 67. Sta &Rails ------------ Fiace or Stove: Clearances -Hearth r l - -- -- --------------------- - Cearaces ---- ElecOutlets at Wood Panel: Int. & Ext. �Elec.'20u_tlets xt. & Appliance: Grnd.-Air Gap -Cooking Clearance - -------- -------------------------- % & Receptacles at Kit. Counter - -- 7 �ge Fire _Door: Swing- Land ing-_Closer — 7.3�A. Duct in Garage -Damper __... ----- 74 tr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. I Garage: Above Floor-Mech. Protection - PI lec. & Mech. Equip. Listed for Location 7 Elec. Receptacles in Garage: (G.F.I.)-Romex Protection .. _.. ---- --------------------------------------- ____ -..! ------------- ----------------------------7 ulation-Foam-Looked in Attic _ ❑ Yes _ 8. Gu Rails & Deck Construction -Post Caps------------------ _ 179. dn. Vents & Crawl Hole Door -Drainage & Wood -Earth arance Looked under Floor ❑ Yes -- -- -------------------- Following instldl: Drive ❑Yes ❑ No: Walks ❑Yes ❑ N0: niers ❑Yes ❑ No St co: Bron -Finish ... ------------------------ ------------------- d A C Unit: Disconnect. Electrical. Plumbing ... ... ... ------ - ------------------------------------- 81 V is Above Roof: PIbg.-Appliance- Fireplace. -Clearance to Open ngs __ .. 64 ater Well: Disconnect. Electrical. Plumbing --- --- - 5 terror Elec. Trim: G F.1 Receptacle -Underground .. .---- -- --- ------------------------------- V UIaUOn Throughout House ------------------------- ss Protection "dections `rom Previous Inspections _ X89 G est- Meters Tagged: Gas -Electric ------- - - W r & Sewer Connected-Cr0 to Grade -HD Approval ----------- -------------------------------- 91' Energy Compliance Certificate -Other Certificates -- -- - - - ------------------ Date Card B-1 Date Card B-1 - ----- - -------------------------------------- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments. at Final: COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Orov±lle, California 95965 - Telephone (916) 538-7541 PERMIT / NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 064-060-006 R 1 ZONING BUILDING PERMIT OWNER DAN & MARILYN MARTIN TELEPHONE 873-4323 SQ. FT. OCC. BUILDING VALUATION 1200 R 64,800.00 OWNERS MAILING ADDRESS 14943 SKYWAY MAGALIA 600 NFIN 20 400.00 CONTRACTOR'S NAME UNKNOWN p Z p ��400 PHONE U 7,200.00 178 2,314.00 CONTRACTORS MAILING ADDRESS Fireplace OPENA 1,134.00 CONSTRUCTION LENDER UNMOWN Total Valuation $ 1.500.00 /97,348.0 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 630.50 ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ 409.80 Energy Plan Checking Fee $'S 23.00 ARCHITECT OR ENGINEERMAILING ADDRESS Penalty $ BUILDINGADDRESS 14564 COLTER WAY PERMITFEE $083.30 MAGALIA PLUMBINGPERMIT Filing Fee 20.00 Each Trap q 7.00 LOT NO. 23 SUBDNISX)NS NAME 1 PARCEL MAP 38-24 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 USEOFSTRUCTURE SF 6 Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 15-00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New EIX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 2 BEDROOM Mobile Home I S I GI W @20.00 PERMITFEE $ 136.00 Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main ServiceE00v OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 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. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License w 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. JI, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ( 8 ACC. BLOS. ) SO. 3. S{t FT.77-00 CNS. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER SINGLE APPARATCUTLETUS ) 8 CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 Q 1.00 BAL 0 .50 Ex. Occup. FIXED APPLNS. D.OR 5.00 Temporary Service 23.00 r Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE = 120.00 Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating CENTERA Cooling Hood 6.50 Ventilation 1 4.50 PERMITFEE $ 4 .00 Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those previsions. T i X �o/ �� / Date O nature of Applicant -Owner ❑ Contractor ❑ Agent An OSHA permit is require for excavations over 50" deep and demolition or construction of structures over 3 stories in height.Q� jr� Mobile Home Installation Fee $ Energy Inspection Fee $ 46. occ R3 CONST. TYPE VN I TOTAL FEE $ 1431.30 HA2. I D. FEE FLO CDF PD HD ISSUE ✓ _ Vi tz This permit is hereby issued under the of th Butte Count Code and/or in Icat d b e for/Which fees have By /�� PERMITEXPIRESON I app icable provisions Resolutions to do work been paid. Date (Date) I$' Receipt No. 201923 - 512.80// .�5_() WHITE-D.D.S.-E.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i ?.iw ir CQUNTYOF BUTTE - DEPARTMENTOF DEV ,LOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPH DNE (916) 538-7541 PERMIT APPLICATION DATA SWEET OWNERw0jGt7-- - --. o. D(o4 - 0 00� Proposed Building Use � Building Inspector Date ii At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ............................... _ ....... . 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ............. _ ....... . 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome atVv,dt'tanufacturer's installation instructions, 2 sets. ........... 10. Fees of $ U . .................................... 1. Impact fees as shown on attached schedule. iev 12. California Department of Forestry plan approve ZeeeZsf.. 60 ��/ .........r1 All 13. Flood elevation letter (100 year floo by California Engineer. ....... /. _ ....... . 14. Sanitation and plot plan approval &IL-0 Health Department . ............. 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. -- 19. Driveway permit (construction approval required prior to occupancy).�V.i 20. Pre -inspection for Pr? nspectonreque � required. . to Building Inspector (L7ate) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . ..........................' 23. Owner -Builder Verification (Given to owner , Mail to owner . . . 24. Recorded copy of Agricultural Acknowledgement Statement . ....... ......... . 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ................................ . 28. Mobilehome utility clearance . ................... . ....................... 29. Documentation of legal access .. ..................::....:................. . 30. Documentation;of 50% subdivision developed or (A) Road improvements campleted and (B) Parcel meets zoning area and frontage requirements . ................ 31. Existing violations/expired permits . ...................................... 32. Plan check list . ...................................................... 33. 34. Whe you issue the a itProcess as follows: M to own jj Mail to contractor. Telephone LB and hold for pickup at QtrOV� �(p office. Deliver with inspector. Other Parcel Creatiok V 3 Acreage Applicant Date G Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit isauance: Circle n w ' em not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advi ed of above required data by_ phone _mail Counter by _Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder. ---- Copy - Department of Public Works s� 4 I.)1. 1;isF (WIN 1'Lit 1luu Ailuchcds- _ Hour Plaut AtUiched S. �� • $cid to 11:1): _ TO: Building Department .FROM: Environmental Health SUBJECT: Sanitation Clearance -�" • (,J G �- o �o - as � Owner / Location / APIs tan Approved for: Scwa,.�,e Disposal "Vater Supply: : Public Private Well Clearance for bedroom 1N, 110111C. Other Hold final for: Final clearance O.K. for: NOTE: Environmental ealthpecialist 8/92 Date 0 , _r i o r4 c: 1 :_ - 0 V F. 01 IiJ`:;IJLA fit:)(V C FRT{h)C_:A.r f= t IC-" tiriirnU,� ai COUNTY OF BUTTE. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road 14Chico, CA - (916) 891-2751 7 County Center Drive, 'Oroville, CA - (916) 538-7541 $� 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A rou _ine inspection indicates that the following violations of Butte County Ordinances exist at' the atove'address and should be corrected. Please notify this office when correction of work is con-,pleted. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 13r_ Jv� clti Date � �-�y�l•nspecto �' REV 10/92 t; y COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chi --o, CA - (916) 891-2751 7 County Center Drive, Ororille, CA.- (916) 538-7541 747 Elliott Road, Paradis3, CA - (916) 872-6307 _ l CORRECTION NOTICE. I1) J -- PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the aB�ove address and should be corrected. Please notify this office when correction of work is corn pleted. If you have any questions pertaining to this matter, or need additional explanation, plejase contact this office immediately. Date I F ✓ 10inspector REV 10/92 i f COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER ,, A. P. # — iA0 —CO (p PROPOSED BUILDING USE�� S DATE REC. # DATE REC SCHOOL DISTRICT FEES l (paid at District Office) ' v'3 % % SHERIFF FEES (paid at Building Division) Residential.... x 40°( 196 unit amt. Commercial (sq. ft. ). x =$ 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$ #units amt. Commercial (sq. ft. ).. x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE /A r And when recorded mail to: Building Division #7 County Center Drive f Oroville, Ca. 95965 1 96-028143 JUL 2 91996 NOT COMPARED WITH ORIGINAL DOCU r -NT AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricula al purposes, and residents of this property may be subject to inconveiiiencr_s 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, aid 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 a f1lo7s:,o,rce� I Lo� a3 sow e(e'P4��I& Ry Un't /Vo. P h n on ��,1f Cer��,n1, nla� 1 �r ,L r ,1 /a wh¢e /Yl w0.s neCor)M) �n the Q�tir.p Q� she rCcr,r � �1 e Lo�nl aT Bvlle�sfi �e� P �� "f' -6)f a� a5 QL �1 a Cal, o r n�, a n ma 13 19 � / In book 3Fs 0-�' map -5, P ) � � ��. %. Cert�^ A �f 2- 1g�;' �n ��P� AC Cot,nfi I ' s ,Cate o coCaf ieCor c �� 8 RCCord ct' S ! a % �n0.1 llo. } i( See q ache ShCJ �or ComPie�e �eSct �Pl to,.) 1 Date: PROPERTY OWNERS: r4 State of California /) County of ) On July 1. 1996before me, Stephanie_A.Ybuna, Notary Public personally appeared Daniel J Martin and Marilyn Martin p y pp personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their sidnature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official scat - Ste hanie A Young, :�il�Al1011N' riffm A.P.# I p (i,. „4"F1 ' Comm. P1049397 NOTARY PUBLIC.- CALIFOWA0 GUTTE COUNTY IS ir; •,%;' Comm. Expires Jan. 11. ' 1l�envaese ORDER NO. BU -113214-2 DH e DESCRIPTION i ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: 0 ! PARCEL I. LOT 23, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO,. 12"1 WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE'COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 13, 1971, IN BOOK 38 OF MAPS, AT PAGE(S) 24, 25, 26 AND 27. CERTIFICATE OF CORRECTION RECORDED AUGUST 27, 1985, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 85-26006. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO SURFACE OF SAID LAND. PARCEL II• A NON—EXCLUSIVE EASEMENT OVER LOTS A AND B .(THE COMMON AREA) OF SAID PARADISE PINES UNIT NO. 12 AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI, XII, XIII AND XIV. BUTTE COUNTY SCHOOLS IMPACT .FEE CERTIFICATION FORM (One Form Per Building) School District ABuilding Department No. A.P. Number —C(oO --CDC)(, Jurisdiction:�(� City [ '� County lyl� �. Property Owner I, X�v� (_�Y, Property Location/Address Subdivison Residential Development 0 No. of Living Units Commercial/Industrial Lot No. Sq. Footage I cD O O MHI Addition (Group R) U (Floor Plans reviewed by School District Personnel) Sq. Footage (Including Exterior Roo ed Areas) Date District Identification No. /6 ' 5�a School District certifies that (Applicant) /a W 73- y.3Z (Street Address) ` (Phone Number) (City) (State) (ip Code) a has complied with the requirements of Resolution No. by payment of $ representing 4,1�d square feet. As 2926 $ FULL MITIGATION $ •'� School 17istrict4kepresentativ4I Date Paid by Check # Bank Number _ Paid by Cash Remarks: 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) feeformmkl (11l94)dmm RESIDENTIAL PLAN CHECKING GUIDE SINGLE F.A.MILY, DUPLEX AiIND MISCELLANEOUS ONLY OWNER: BUILDINGPE ER: PLAN CHECKER: % o A.P. NUMBER: DIoO V L: ing requirements: (side yards and number of permitted living units). uation. ns signed by designer. per description of work on application. sting violations on property. s on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). j G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garaae firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Firep!ace and wood stove location. alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.1 1.3). Clereston• requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Ratter ties or bearing ridge beam. N Fireplace construction details and cale. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe .oils - special foundation design. lZetaining walls requiring design. Special Inspection requirements. I -leader site. March 1996 3.2 MISCELLANEOUS ITEMS TO LOOK OUT FOR: ' Stairway details: landings, rise and run, head clearance. handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). - Exterior plaster - weep screeds (Section 2506).'' Proper roof pitch for roof covering (Section 150 1). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). 1. Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. /Flashing at all exterior openings. C.D.F. responsible area requirements. �r i J March 1996 3.3 c 1, 3.3 c LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. -! (0 OWNERS �r � f —bQ� �l/ I ` �" I A.P. / (/ //-�) %!� r/, NAME: NUMBER: C� to T _ L/ W V -COG PRINT LAST NAME FIRST COUNTY ZONING I� �/ � DESIGNATION: FLOOD ZONE: /, FLOOD MAP: ZS B APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP X DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION COMMENTS/CONDITION MAP INFORMATION: LEGAL ACCESS REQUIRED: YES NO pA-rLA"1015e I01NCs 12 YES NO DATE OF RECORDING 3 7 / LOT Z BOOK 3 S PAGE 24 — 2 COMPLIANCE WITH OLD SU D� IVISION LOT ORDINANCE REQUI9ED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES X\ NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet paras) size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a 20 ft.building setback from right-of-way/ceRterline of C-0 L_T-ItFn W ►� `� _ 3. Maintain a 100 ft. leachfield setback from all existing wells. 4. Maintain a ft. leachfield setback from _ 5. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 6. Meet the Fire Safe Regulations of Butte County and P.R.. 4290. _ 7. Connect to a public water supply. _ 8. Connect to a public sewer system. _ 9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation cf sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Pl uwft Di fission. 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 18. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 19. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. X20. 5E 3,'-- 3R M ZCo rz L()CA-noN Or fJrL -ltJPr-cGF tQ *--- �St 4---N. -r S 21. 22. 23. 24. 25. lung Ao kLNnoo 966 0 Z Nor LD 9195 - CAWP51TORMS.K\BLDGPERM.CLR CERTIFICATE OF COMPLIANCE: Residential. I Page 1 CF -1R k Project Title: Martin House 1184 SF Run: 122 22 -May -96 Project Address: Colter Way APN 64-06-06 1 story w/ basement Magalia, Ca Building Title: Base House 1184 S.F Build 37"g Peml't # Document Author: Plan House Ltd. f Telephone: 916-892-8008 P1Gp,Check / date Compliance Method: CALRES2 Version 1.31 Field Check /% Date Climate Zone: it -==------------------------------------------=---=------ GENERAL INFORMATION Conditioned Floor Area: 1184 ft2 Building Type: SFD Single Family Detached Building Front Orientation: 321 deg (North) Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor BUILDING SHELL INSULATION Component Insul Assembly Type R -value U -value Location/Comments ------------------------------- ---------------------------------------- Door 0 0.330 Outside Door 0 0.330 Unconditioned Wall 13 0.083 Outside Wall 13_ 0.088 Unconditioned Ceiling 30� 0.031 Attic Floor 1;9 0.045 Crawlspace Floor X1.9--, 0.045 Unconditioned FENESTRATION Area U- Interior Exterior Overhang Frame Orientation (ft2) value Panes Shading Shading and Fins Type ----------------- ----- ----- ----- ---------- ---------- -------- -------- Window North 50.0 0.540 2 Std Drape Bug Screen None Vinyl Window West 16.0 0.540, 2 Std Drape Bug Screen None Vinyl Window South 93.3 0.650' 2 Std Drape Bug Screen None Metal Window East 18.0 0.540 2 Std Drape Bug Screen None Vinyl THERMAL MASS Area Thick Type----- Exposed? (ft2) (in) Location/Comments -------- ----- ----- ---------------------------------------- None w,Oq HVAC SYSTEMS Duct Locatio��o�i '✓ Type----- Efficiency and R-valu Furnace 0.78 AFUE � Attic R- Evap. cooling -- ind/dir '-13.00 SEER Attic R-4.- n CERTIFICATE OF COMPLIANCE: Residential. Page 2 -CF-1R Project Title: Martin House 1184 SF Run: 122 22 -May -96 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name Heater Type Htrs Factor (gal) R-val ------------------------------------------------ ---- ------ ------ ----- Standard—Gas Standard StandardGas Storage gas 1 0.53 50 12 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------ ------------- ------------ ------- --------------- Standard—Gas -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name . Efficiency AFUE (kBtuh) Loss R -value (Btuh) StandardGas 760 -- 36.00 HYDRONIC DISTRIBUTION AND TERMINALS System/Name Type Number -------------- ------------- ------ None SPECIAL FEATURES, REMARKS, AND NOTES None Pipe Pipe Insul Insul run (ft) diam (in) thck (in) R -value -------- --------- --------- ------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that'is varied is indicated in the Special Features, Remarks, and Notes section. CERTIFICATE OF COMPLIANCE: Residential. Page 3 CF -1R Project Title: Martin House 1184 SF Run: 122 22 -May -96 DESIGNER OR OWNER Robert Bell Robert Bell Construction 1380 Parkway Drive Paradise, CA 95969 916-871-0610 L i c # 40?�3 Ab 0M Signed Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR Plan House Ltd. Plan House Ltd. 10-C Williamsburg Lane Chico, CA 95926 916-892-8008 Date COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: Martin House 1184 SF Run: 122 22 -May -96 Project Address: Colter Way APN 64-06-06 1 story w/ basement Magalia, Ca Building Title: Base House 1184 S.F Building Permit # Document Author: Plan House Ltd. Telephone: 916-892-8008 Plan Check / Date Compliance Method: CALRES2 Version 1.31 Field Check / Date Climate Zone: 11 --------------------=----------------------------------------------------------- -------------------------------------------------------------------------------- ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 14.37 Space Cooling 14.43 Water Heating 16.67 Total Wall 45.47 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation Number of Dwelling Units: Number of Stories: Proposed Design 14.98 13.40 16.67 -------- Complies 45.05 Yes 1184 ft2 SFD Single Family Detached 321 deg (North) 1.00 1 Floor Construction Type: Raised floor Number of Conditioned Zones: 1 Total Conditioned Volume: 9472 ft3 Conditioned Footprint Area: 1184 ft2 Ground Floor Area: 1184 ft2 BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) ( f t 3) Type ------------ ------- -------- ------------- House 1184 9472 Conditioned OPAQUE SURFACES Surface Area Type ---------- ------ (ft2) Zone = House (ft2) Door 20.0 Door 17.8 Wall 250.0 Wall 140.2 Wall 98.0 Wall 226.7 Wall 254.0 Ceiling 334.0 Thermostat Type ------------ CEC_Standard Vent Vent Height Area (ft) (ft2) 2'0" 27.1 U- Insl Tru Slr Construction value Rval Azm Tlt Gns Type Location/Comments ----- ---- --- --- --- ------------ -------------------------- 0.330 0 321 90 Yes CEC_30-Wood Outside 0.330 0 231 90 No 2868-W Unconditioned 0.083 13 321 90 Yes W13.2x4WS Outside 0.088 13 231 90 No W13.2x4.16 Unconditioned 0.083 13 231 90 Yes W13.2x4WS Outside 0.083 13 141 90 Yes W13.2x4WS Outside 0.083 13 51 90 Yes W13.2x4WS Outside 0.031 30 321 5 Yes R30.2x4.24 Attic COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Martin House 1184 SF Run: 122 22 -May -96 OPAQUE SURFACES continued Surface Area U- Insl Tru Slr Construction Type ---------- ------ (ft2) value Rval Azm Tlt Gns ----- ---- --- --- --- Type Location/Comments Ceiling 850.0 0.031 30 -- 0 Yes ------------ -------------------------- R30.2x4.24 Attic Floor 584.0 0.045 19 -- 180 No FC19.210.16 Crawlspace Floor 600.0 0.045 19 -- 180 No FC19.210.16 Unconditioned PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type (ft) Factor R-val (in) Location/Comments =--------------------------------- ----------- None -------- ------ ----- ------ FENESTRATION SURFACES Glazing Fenestration Area Tru Open Frame Charactr Name -------------- Type (ft2) ---- Azm Tlt. Type Type Name Comments Zone = House ----- --- ---------- -------------------- ---------------- F-1 Wind 20.0 321 90 Slider Vinyl CLR/VINYL F-2 Wind 14.0 321 90 Slider Vinyl CLR/VINYL .F-3 Wind 16.0 321 90 Slider Vinyl CLR/VINYL L-1 Wind 16.0 231 90 Slider Vinyl CLR/VINYL B-1 Wind 53.3 141 90 Hinged Metal clear B-2 Wind 40.0 141 90 Hinged Metal clear R-1 Wind 12.0 51 90 Slider Vinyl CLR/VINYL R-2 Wind 6.0 51 90 Slider Vinyl CLR/VINYL GLAZING CHARACTERISTICS Glazing Charactr Glazing # of U- SC Gls Interior SC Int Exterior SC Ext Name ------------ Type Panes --------- ----- value Only Shade Type Shade Shade Type ----- Shade CLR/VINYL Clear 2 ---------------- ---------------- 0.540 0.880 Std Drape 0.780 Bug Screen ------ 0.870 clear Clear 2 0.650 0.880 Std Drape 0.780 Bug Screen 0.870 OVERHANGS Fenestration -------------------------- Above Left Right Name Height Width Depth Glazing Extension Extension ------------ ------ ------ ------ --------- --------- --------- None COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: Martin House 1184 SF Run: 122 22 -May -96 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- FINS Left Fin Right Fin Fenestration Exten Dist Exten Dist -------------------------- Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing ------------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ None THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Name ------------ None HVAC SYSTEMS System Name -------------- Zone = House GasFurn.78 I/DEvapCool Winter Summer Targetted Fraction Fraction Thermal Mass Comments Duct Location System Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.78 AFUE Attic R-4.2 Evap. cooling -- ind/dir 13.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type -------------------- Heater Name Heater Type Htrs Factor (gal) R-val Standard—Gas Standard ------------ StandardGas ----------------- Storage gas ---- 1 ------ 0.53 ------ 50 ----- 12 WATER HEATING SYSTEMS MISC Solar savings Solar system System Name fraction type ------------ --------- --- ------------ Standard Gas -- -- Wood stove boiler? No Wood stove boiler pump? ------------- No COMPUTER METHOD SUMMARY Page 4 C -2R. Project Title: Martin House 1184 SF Run: 122 22 -May -96 WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ------------ '---------- ------------------ ---- -- ------ StandardGas 7606 -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ----------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES' None PROPOSED CONSTRUCTION ASSEMBLY: Residential Page 1 Form 3R Project Title: Martin House 1184 SF 22 -May -96 Project Address: Colter Way APN 64-06-06 Magalia, Ca Building Permit # Building Title: Base House 1184 S.F Document Author: Plan House Ltd. Checked By / Date Telephone: 916-892-8008 Compliance Method: CALRES2 Version 1.31 ---------------------------------------- ---------------------------------------- Assembly Name: Assembly Type: Framing Percentage Framing Type: W13.2x4WS Wall Construction 150 CEC_16ocW LIST OF CONSTRUCTION COMPONENTS Thickness Resistance Resistance Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION Cavity Framing U -value: (1./15.14 x 0.85) + (1./5.60 x 0.15) Resistance: NOTE Total ----------------- = 0.083 Btuh/ft2-F = 12.06 ft2-F/Btuh The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. Material (inches) at Cavity at Framing 1 ------------ FilmIn_90 --------- ---------- -- 0.68 ---------- 0.68 2 GypBoard_HC 0.50 0.45 0.45 3a Fir 3.50 -- 3.47 3b R13Batt 3.50 13.00 -- 4 Felt -- 0.06 0.06 5 Plywood 0.62 0.78 0.78 6 FilmOutside -- 0.17 0.17 Total Unadjusted ---------- Resistance (R): 15.14 ---------- 5.60 Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION Cavity Framing U -value: (1./15.14 x 0.85) + (1./5.60 x 0.15) Resistance: NOTE Total ----------------- = 0.083 Btuh/ft2-F = 12.06 ft2-F/Btuh The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. MANDATORY MEASURES CHECKLIST :RESIDENTIAL MF -1R 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 check list is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for thekmandatory measures whether they are shown in the documents or on this checklist only. DESCRIPTION Designer Enforcement Building Envelope Measures 150(a): Minimum R-19 ceiling insulation. 150(B):Loose fill insulation manufacture's labeled R -value R-38 150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). R-13 150(d): Minimum R-13 floor insulation in framed floors; Min. R-8 in raised concrete R-19 150(1): Slab edge insulation -water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch NA 118: Insulation specified or installed meets California Energy Commission quality std's 116-17: Fenestration Products, Exterior doors and Infiltration/Exfiltration Controls a: Doors and windows between conditioned and unconditioned spaces designed to limit air leakage b: Manufactured fenestration products have label with certified U -value, and infiltration certification. Min. 0.54 c: Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(G): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(F): Special infiltration barrier installed to comply with 151 meets commission quality std's. 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. ✓ Space Conditioning. Water Heating and Plumbing System Measures 110-13: HVAC equip., water heaters, showerheads & faucets certified by the commission ✓ 150(1): Setback thermostat on all applicable heating systems 1500): Pipe and Tank Insulation 1. Indirect hot water tanks to have blanket (R-12 or grater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closet to water heater, non-recirculting systems, insulated (R-4 or greater). 3. All buried or exposed piping in recirculating systems to be insulated (R4 or greater). 4. Cooling system piping below 55 degrees F insulated, 5. Piping insulated between heating source and indirect hot water tank. ✓ 150 (m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMB sections 1002 and 1004; ducts insulated to a min. Installed value of R-4,2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily / accessible manually operated dampers. MANDATORY MEASURES CHECKLIST: RESIDENTIAL PAGE TWO MF -1R Designer Enforcement 114: Pool and Spa Heating System 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" pipe filter and heater for future solar heating b: Cover for outdoor pools or outdoor spa. 1� A 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired centr9i furnace, pool heater, spa heater or household appliance have no continuously burning pilot light. (Exception: Non -electrical cooking appliance with pilot < 150 Btu.hr.) ✓ Lighting Measures 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed cueing fixtures IC (insulation cover) approved. NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95926 (916) 893-1600 FAX (916) 893-2113 REVISED STRUCTURAL CALCULATIONS PROJECT I''jA(LTEIJ �ES� �'i�G JOB NO. 5-71 ) LOCATION CO L"�� . l� I P' A P�=A P I`2' DATE S I (2 I 'I& CODES: Uniform Building Code, 1994 Edition AISC, Manual of Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIALS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days - Steel Reinforcing: A-615 Grade 40 for #4 and smaller 4Q,oFESS!o,v.4 . A-615 Grade 60 for #5 and larger tai. Rlc,, F� Structural Steel: ASTM A-36 �lr Steel Pipe.: ASTM A53 Grade B teel Tubing: ASTM A500 Grade A or B �� a 0053580 achine Bolts, Anchor Bolts: ASTM A307 Grade A Exp. ood Connectors: Simpson Strong -Tie or equal. m ood: Light Framing: Const Grade Douglas Fir Struct Lt Framing: #2 Grade D.F. �T crvlL ti 1 Joists & Planks: #2 Grade D.F. Beams & Stringers: #1 Grade D.F. Posts'& Timbers: #1 Grade D.F' Plywood: A.P.A. Rated Sheathing, Grade CD, UBC Std 25-9 Glue -Lam Timber: ANSI/AITC A190.1-1992. _ Simple Spans: 24F -V4 Combination Cantilevers: -24F-V8 Combination LOADS: Roof Live Load:_ 40 psf Floor Live Load: psf Seismic Zone : 3 Wind Speed: 75 mph Exposure: Method 2 used unless 'otherwise noted. Allowable Soil Bearing (psf ) f X00 ARE SPECIAL INSPECTIONS REQUIRED ? O GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. Page 1 of II , NORTH'STAR TITLE: MARTIN RESIDENCE ENGINEERING DESCR: RETAINING WALL 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 JOB #: 5711 BY:JMR @ 8/12/96 916-893-1600 P�, 3 RetainPRO(tm) 2D (C)1989-92 ENERCALC -----------------------------------------------------------------------------=-- CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 -------------------------------------------------------------------------------- ---------- SOIL DATA ------------- ------ ADDED VERTICAL LOADS .------ Allowable Bearing = 1,500 psf Axial DL on Stem = 0 plf Active Lateral =' 30.0 psf Axial LL on Stem = 0 plf ...Slope Active = 0.0 psf ...Ecc. (Toe side +) = 0.00 in .....Max. Active = 0 psf Surcharge over Toe = 0.0 psf Backfill Slope = 2.0:1 Surcharge over Heel = 0.0 psf . (horiz:vert,O=Level) Using Surcharge to resist Passive Lateral = 250 pcf overturning @ Heel Yes Soil Density = 110.0 pcf @ Toe Yes Soil Ht over Toe = 0.0 in -------- ADJACENT FOOTING -------- ------ ADDED LATERAL LOADS ------- Vertical load = 0 plf Lateral Load Acting ...Ecc. (Toe side +) = 0.00 in On Stem Alcove Soil = 0.00 psf Footing Width (perp) = 0.00 ft Ftg. CL to Wall = 0.00 ft Add'1 Lateral Load = 0.0 plf Ftg. Base Above/Below Soil ...dist. to start = 0.00 ft At Wall Face [+/-] = 0.00 ft ...dist. to end = 0.00 ft Footing Type Line ---------------------------- WALL & FOOTING DATA ------------------------- Retained Height = 5.00 ft Toe Width = 1.25 ft' Wall Ht. above soil = 1.50 ft Heel Width = 1.50 ft Key Depth = 10.00 in Total Width = 2.75 ft Key Width = 12.00 in Thickness =' 1.2.00 in. Key Dist. to Toe = 1.250 ft SUMMARY Pressure @ Toe = 1,129 psf Factors of Safety: Pressure @ Heel = 44 psf Overturning = 2.31 :1 Allowable Press. = 1,500 psf Sliding = 1.49 :1 Eccentricity = 5.09 in Resultant Within Middle Third 1 -Way Shear @ Toe = 6.5 psi Allowable Shear = 85.00 psi 1 -way Shear @ Heel,= 0.4 psi ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.250 Lateral Pressure = 602.6 # Soil @ Toe Not.Used = 0.00 in (-)Passive Pressure = 420.1 # Factor of Safety - 1.49 (-)Friction = 480.4 # Add'1 Force Req'd = 0 # ---------------------------- FOOTING DESIGN ------------------------------ --- Toe--- --Heel-- f1c = 2,500 psi ACI 9.1 Pressure = 1,581 61 psf Fy = 40,000 psi Mu - Upward = 1,055 75 ft-# Using SP @Heel Yes Mu - Downward = 164 793 ft-# -------- Rebar Choices -------- Mu - Design = 891 718 ft-# -- Toe -- -- Heel -- One-Way Shear: #4 @ 13.07 in 11.70 in vu = 6.49 0.35 psi #5 @ 20.26 in 18.13 in vn=2(f'c)1/2*.85= 85.00 85.00' psi #6 @ 28.76 in 25.73 in Rebar CL To Edge = 3.50 2.50 in #7 @ 39.22 in 35.09 in Depth to steel- _ .8.50 9.50 in #8 @ 48.00 in. 46.20 in Ru=.Mu/bd"2 = 13.7 8.8' #9 @ 48.00 in 48.00 in Min. Rebar Ratio = 0.0018 #10 @ 48.00 in 48.00 in si 0.00 0 19 NOKTH'STAR 47 TITLE: MARTIN RESIDENCE 0.00 ENGINEERING 0 DESCR:.RETAINING WALL 0 20 DECLARATION DRIVE 0.00 0 0 CHICO, CALIFORNIA 95926 0 JOB #: 5711 BY:JMR @ 8/12/96 916-893-1600 P��-, 4 RetainPRO(tm) 2D (C)1989-92 ENERCALC -----:---------------------------- STEM DESIGN ---------------------------------- '(Factored values shown for concrete stems) Pg 2 of 2 <-------------- Stem Designs --------------> Stem Construction Data < At Various Heights Above Ftg. > ------------------------------------------------------------------------ DESIGN HT. ABOVE FTG. = 5.-00 0.00 ft WALL TYPE ABOVE HT. Masonry Masonry Thickness (nominal) = 8.00 .8.00 in Rebar Size = # 4 # 4 Rebar Spacing = 16.00 16.00 in Rebar Placed at Edge Edge DESIGN DATA............................................................... fb/Fb + fa/Fa = 0.000 0.690 Lateral Load @ Ht. = 0 375. # MOMENT..... Allowable = 905 905 ft-# Actual = 0 625 ft-# SHEAR...... Allowable = 19.36 19.36 psi Actual = 0.00 4.11 psi Embedment Length Req'd = 12.00 6.00 Wall Weight = 92.0 92.0 psf Rebar Depth = 5.25 5.25 in MASONRY DATA........ .............................. ....................... f'm = 1,500 1,500 psi Fs = 20,000 20,000 psi Grouting Full Full Special Inspection No No n : Es / Em = 25.78 25.78 Short Term Increase = 1.00 1.00 CONCRETE DATA..........................:................................ f'c = psi Fy = ,Psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- I- Overturning Moments -I- Resisting Moments -1 Origin of Force: Heel Active Press. _ Soil over Heel = Toe Active Press. _ Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge @ Heel = Surcharge @ Toe = Axial Load on Wall = Load @ Proj. Wall = Averaged Stem Wts. _ Added Lateral Load = Footing Weight = Key Weight = Vert. Componant of = AP # "ft ft-# # ft ft-# -------- ---------------------- -------------- 618 2.14 1,321 -15 0.33 -5 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0.00 0 458 2.33 1,069 0 0.00 0 19 2.47 47 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 598 1.58 412 1.38 125 1.75 309 2.75 cove ress.--- - - - - ----- - - - - ---- - - - - - - TOTALS 603 1,316 1,922 --------- .----------------- Distances from front edge of footing bottom (not key) 947 567 219 849 3,699 r a - NORTHSTAR TITLE: MARTIN RESIDENCE ENGINEERING DESCR: RETAINING WALL 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926_ JOB #: 5711 BY:JMR @ 8/12/96 916-893-1600 �%G� RetainPRO(tm) 2D (C)1989-92 ENERCALC -------------------------------------------------------------------------------- CANTILEVERED RETAINING WALL DESIGN - = -------------------------------------------------------------------------------- Pg 1 of 2 ---------- SOIL DATA ------------- ------ ADDED VERTICAL LOADS ----=- Allowable Bearing. = 1,500 psf Axial DL on Stem = 400 plf Active Lateral = 30.0 psf Axial LL on Stem- = 1,200 plf .....Slope Active = 0.0 psf ...Ecc. (Toe side +) = 0.00 in :....Max. Active = 0 psf Surcharge over Toe = 0.0 psf Backfill Slope = 2.0:1 Surcharge over Heel = 0.0 psf (horiz:vert,O=Level) Using Surcharge to resist Passive Lateral = 250 pcf overturning @ Heel : Yes. Soil Density = 110.0 pcf @ Toe Yes Soil Ht over Toe = 0.0 in -------- ADJACENT•FOOTING-------- ------ ADDED LATERAL LOADS ------- Vertical load = 0 plf Lateral Load Acting ...Ecc. (Toe side +) = 0.00 in On Stem Above Soil = 0.00 psf Footing Width (perp) = 0.00 ft Ft g. CL to Wall = 0.00 ft Add'1 Lateral Load = 0.0 plf Ftg. Base Above/Below Soil ...dist. to start = 0.00 ft At Wall Face [+/-] = 0.00 ft ...dist.-to end = 0.00 ft Footing Type Line ---------------------------- WALL & FOOTING DATA ------------------------- Retained Height = 5.00 ft Toe Width = 1.25 ft Wall Ht. above soil = 1.50 ft Heel Width = 1.50 ft Key Depth = 10.00 in Total Width = 2.75 ft Key Width = 12.00 in Thickness = 12.00 in Key Dist. to Toe = 1.250 ft SUMMARY ---------- Pressure @ Toe = 1,447 psf Factors of Safety: Pressure @ Heel = 890 psf Overturning = 3.29 :1- 1Allowable AllowablePress. = 1,.500 psf Sliding = 1.66 :1 Eccentricity = 1.31 in Resultant Within Middle Third 1 -Way Shear @ Toe = 10.1 psi Allowable Shear = 85.00 psi 1 -Way Shear @ Heel = 0.1 psi ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction' = 0.250 Lateral Pressure = 602.6 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 420.1 # Factor of Safety = 1.66 (-)Friction = 580.4 # Add'1 Force Req'd = 0 # ---------------------------- FOOTING DESIGN ------------------------------ ---Toe--- --Heel-- f'c = 2,500 psi ACI 9.1 Pressure = 2,188 1,346 psf Fy = 40,000 psi Mu - Upward = 1,609 497 ft-# Using SP @ Heel Yes Mu - Downward = 164 793 ft-# -------- Rebar Choices -------- Mu - Design = 1,445 296 ft-# -- Toe -- -- Heel =- One -Way Shear: #4 @ 13.07'in 11.70 in vu = 10.06 0.11 psi #5 @ 20.26 in 18:13 in vn=2(f'c)1/2*.85= 85.00 85.00 psi #6 @ 28.76 in 25.73 in Rebar CL To Edge = 3.50 2.50 in #7 @ 39.22 in 35.09 in Depth to steel = 8.50 9.50 in #8 @ 48.00 in 46.20 in Ru = Mu/bd"2 = 22.2 3.6• #9 @ 48.00 in 48.00 in Min. Rebar Ratio = 0.0018 #10 @ 48.00 in 48.00 in Origin of Force: Heel Active Press. _ Soil over Heel = Toe Active Press. _ Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge @ Heel = Surcharge @ Toe = Axial Load on Wall = Load @ Proj. Wall = Averaged Stem Wts. _ Added Lateral Load = Footing Weight = Key Weight = Vert. Componant of A P NORTHSTAR TITLE: MARTIN RESIDENCE ENGINEERING DESCR: RETAINING WALL 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 JOB #: 5711 BY:JMR @ 8/12/96 916-893-1600 pl ..RetainPRO(tm) 6519 2D (C)1989-92 ENERCALC --------------------- ---------- STEM DESIGN --------------- ------------------ (Factored values shown for concrete stems) = Pg 2 of 2 <-,------------- Stem Designs --------------> Stem Construction Data <' At Various Heights Above Ftg. > ----------------------------------------------------------------------- DESIGN HT. ABOVE FTG. = 5.00 0.00 ft WALL TYPE ABOVE HT. Masonry Masonry Thickness (nominal) = 8.00 8.00 in Rebar Size = # 4 # 4 Rebar Spacing = 16.00 16.00 in Rebar Placed.at Edge Edge DESIGN DATA ............................ fb/Fb + fa/Fa = 0.127 0.869 Lateral Load @ Ht. = 0 375 # MOMENT..... Allowable = 905 905 ft-# Actual = 0 625 ft-# SHEAR...... Allowable = 19.36 19.36 psi Actual 0.00 4.11 psi Embedment Length Req'd = 12.00 6.00 Wall Weight = 92.0 92.0 psf Rebar Depth = 5.25 5.25 in MASONRY.DATA........................................:.................... f'm = 1,500 1,500 psi Fs = 20,000 20,000 psi Grouting Full Full Special Inspection No No n : Es / Em = 25.78 25.78 Short Term Increase = 1.00 1.00 CONCRETE DATA............................................................ f'c = psi Fy = psi ------------------------- SUMMARY OF FORCES & MOMENTS --------- Origin of Force: Heel Active Press. _ Soil over Heel = Toe Active Press. _ Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge @ Heel = Surcharge @ Toe = Axial Load on Wall = Load @ Proj. Wall = Averaged Stem Wts. _ Added Lateral Load = Footing Weight = Key Weight = Vert. Componant of A P ------------- - Overturning Moments -�- Resisting Moments -� # ft ft-# # ft ft-#-- -------- ---------------------- ------------- 618 2.14 1,321 458 2.33 1,069 -15 0.33 -5 0 0.00 0 19 2.47 47 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 400 1.58 633 0 0.00 0 598 1.58 947 0 0.00 0 412 1.38 567 125 1.75 219 309 2.75 849 cove ress.--- - - - - ----- - - - - ---- - - - - ----- - - - - - - TOTALS = 603 1,316 2,322 4,332 --------- .-------------------------- >> Distances from front edge of footing bottom (.not key) cove ress.--- - - - - ----- - - - - ---- - - - - ----- - - - - - - TOTALS = 603 1,316 2,322 4,332 --------- .-------------------------- >> Distances from front edge of footing bottom (.not key) BY: JMR NORTHSTAR ENGINEERING 08/15/96 20 DECLARATION DRIVE JOB NO: 5711 CHICO, CA 95973 PAGE 65 OF (916) 893 — 1600 DESIGN OF MASONRY STEMWALL WITH CONCRETE SLAB TIED TO THE TOP OF THE WALL THE WALL IS RESTRAINED AT THE TOP BY THE SLAB, SO IT WILL BE DESIGNED AS A SIMPLY SUPPORTED BEAM V WIDE, SPANNING VERTICALLY BETWEEN THE GROUND AND THE.TOP OF THE SLAB. EQUIVALENT FLUID PRESSURE OF THE SOIL = 30 PSF VERTICAL SURCHARGE DUE TO VEHICLE LOAD = 1 FT MAXIMUM ALLOWABLE SOIL PRESSURE' = 1500 PSF WALL HEIGHT FROM GROUND TO TOP OF SLAB = 8 FT VERTICAL LOAD APPLIED TO TOP OF WALL- = 1000 PLF MAXIMUM VERTICAL LOAD APPLIED TO TOP OF WALL = 0 PLF MINIMUM STEEL REQUIRED: MASONRY = 8 INCH STEM THICK = 7.625 INCHES DEPTH d = 3.8 INCHES WIDTH b = 12 INCHES STEEL Fs = 20000 PSI MASONRY f m = 1500 PSI (NON—INSPECTED) n = 25.8 M = 1225.3 FT—LBS REBAR SIZE = 4 BAR REBAR SPACING = 8 ° O.C. AREA OF STEEL = 0.30 IN.SQ. / FT. OF WALL p = As / bd = 0.0066 k = SQRT (2pn + pn*pn) — pn = 0.4371. j =1 —k/3 = 0.85 fs = M / (As*j*d) = 15174 psi < Fs, OKAY fm = 2M / O*k*b*d*d) = 456.75 psi < Fm / 3; OKAY MAXIMUM LOAD PER FOOT OF WALL = 1912.5 PLF MINIMUM FOOTING WIDTH REQUIRED = 1.28 FT MINIMUM DEPTH OF FOOTING REQUIRED TO RESIST SLIDING: MAX. HORIZ. REACTION AT TOP (W/1.5 S.F.) = 600 LBS MAX. HORIZ. REACTION AT BASE (W/1.5 S.F.) = 1140 LBS MAXIMUM VERTICAL DEAD LOAD AT BASE = 912.5 PLF SLIDING RESISTANCE (35% OF VERTICAL LOAD) = 319.38 PLF MINIMUM FOOTING DEPTH REQUIRED = 34 INCHES BY: JMR NORTHSTAR ENGINEERING 08/15/96 20 DECLARATION DRIVE JOB NO: 5711 CHICO, CA 95973 PAGE `1 OF (916) 893 — 1600 DESIGN OF MASONRY STEMWALL WITH CONCRETE SLAB TIED TO THE TOP OF THE WALL THE WALL IS RESTRAINED AT THE TOP BY THE SLAB, SO IT WILL BE DESIGNED AS A SIMPLY SUPPORTED BEAM V WIDE, SPANNING VERTICALLY BETWEEN THE GROUND AND THE TOP OF THE SLAB. EQUIVALENT FLUID PRESSURE OF THE SOIL = 30 PSF VERTICAL SURCHARGE DUE TO VEHICLE LOAD = 1 FT MAXIMUM ALLOWABLE SOIL PRESSURE = 1500 PSF WALL HEIGHT FROM GROUND TO TOP OF SLAB = 4 -FT VERTICAL LOAD APPLIED TO TOP OF WALL = 1000 PLF MAXIMUM VERTICAL LOAD APPLIED TO TOP OF WALL 0 PLF MINIMUM STEEL REQUIRED: MASONRY = 8 INCH STEM THICK. = 7.625 INCHES DEPTH d = 3.8 INCHES WIDTH b = 12 INCHES STEEL Fs = 20000 PSI MASONRY Pm = 1500 PSI (NON—INSPECTED) n = 25.8 M = 183.2 FT—LBS REBAR SIZE = 4 BAR REBAR SPACING = 24 ° O.C. AREA OF STEEL = 0.10 IN.SQ. / FT. OF WALL p = As / bd = 0.0022 k = SQRT (2pn + pn*pn) — pn = 0.2845 j = 1 — k/3 = 0.91 fs = M / (As*j*d) = 6357 psi < Fs, OKAY fm = 2M / (j*k*b*d*d) = 98 psi < Fm / 3, OKAY MAXIMUM LOAD PER FOOT OF WALL = 1531.3 PLF MINIMUM FOOTING WIDTH REQUIRED = 1.02 FT MINIMUM DEPTH OF FOOTING REQUIRED TO RESIST SLIDING: MAX. HORIZ. REACTION AT TOP (W/1.5 S.F.) = 200 LBS MAX. HORIZ. REACTION AT BASE (W/1.5 S.F.) = 330 LBS MAXIMUM VERTICAL DEAD LOAD AT BASE = 531.25 PLF SLIDING RESISTANCE (35% OF VERTICAL LOAD) = 185.94 PLF MINIMUM FOOTING DEPTH REQUIRED = 14 INCHES BY: JMR 08/15/96 JOB NO: 5711 PAGE 10 OF NORTHSTAR ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 (916) 893 — 1600. DESIGN OF MASONRY STEMWALL WITH CONCRETE SLAB TIED TO THE TOP OF THE WALL THE WALL IS RESTRAINED AT THE TOP BY THE SLAB, SO IT WILL BE DESIGNED AS A SIMPLY SUPPORTED BEAM V WIDE, SPANNING VERTICALLY BETWEEN THE GROUND AND THE TOP OF THE SLAB. EQUIVALENT FLUID PRESSURE OF THE SOIL = 30 PSF VERTICAL SURCHARGE DUE TO VEHICLE LOAD = 1 FT MAXIMUM ALLOWABLE SOIL PRESSURE = 1500 PSF WALL HEIGHT FROM GROUND TO TOP OF SLAB = 6 FT VERTICAL LOAD APPLIED TO TOP OF WALL = 1000 PLF MAXIMUM VERTICAL LOAD APPLIED TO TOP OF WALL = 0 PLF MINIMUM STEEL REQUIRED: MASONRY = 8 INCH STEM THICK. = 7.625 INCHES DEPTH d = 3.8 INCHES WIDTH b = 12 INCHES STEEL Fs = 20000 PSI MASONRY fm = 1500 PSI (NON—INSPECTED) n = 25.8 M = 550.7 FT—LBS REBAR SIZE = 4 BAR REBAR SPACING = 16 ° O.C. AREA OF STEEL = 0.15 IN.SQ. / FT. OF WALL p = As/ bd = 0.0033. k = SQRT (2pn + pn*pn) — pn = . 0.3358 j =1 —k/3 = 0.89 fs = M / (As*j*d) _ • 13027 psi < Fs, OKAY fm = 2M / (j*k*b*d*c) = 255.25 psi < Fm / 3, OKAY MAXIMUM LOAD PER FOOT OF WALL = 1721.9 PLF MINIMUM FOOTING WIDTH REQUIRED = 1.15 FT MINIMUM DEPTH OF FOOTING REQUIRED TO RESIST SLIDING: MAX. HORIZ. REACTION AT TOP (W/1.5 S.F.). = 400 LBS MAX. HORIZ. REACTION AT BASE (W/1.5 S.F.) = 675 LBS. MAXIMUM VERTICAL DEAD LOAD AT BASE = 721.88 PLF SLIDING RESISTANCE (35% OF VERTICAL LOAD) _ 252.66 PLF MINIMUM FOOTING DEPTH REQUIRED = 25 INCHES BY: JMR 08/15/96 JOB NO: 5711 PAGE I I OF I NORTHSTAR ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 (916) 893 — 1600 DESIGN OF MASONRY STEMWALL WITH CONCRETE SLAB TIED TO THE TOP OF THE WALL THE WALL IS RESTRAINED AT THE TOP BY THE SLAB, SO IT WILL BE DESIGNED AS A SIMPLY SUPPORTED BEAM V WIDE, SPANNING VERTICALLY BETWEEN THE GROUND AND THE TOP OF THE SLAB. EQUIVALENT FLUID PRESSURE OF THE SOIL = 30 PSF VERTICAL SURCHARGE DUE TO VEHICLE LOAD = 1 FT MAXIMUM ALLOWABLE SOIL PRESSURE = 1500 PSF WALL HEIGHT FROM GROUND TO TOP OF SLAB = 2 FT VERTICAL LOAD APPLIED TO TOP OF WALL = 1000 PLF MAXIMUM VERTICAL LOAD APPLIED TO TOP OF WALL = 0 PLF MINIMUM STEEL REQUIRED: MASONRY = 8 INCH STEM THICK. = 7.625 INCHES DEPTH d = 3.8 INCHES WIDTH b = 12 INCHES STEEL Fs = 20000 PSI MASONRY f'm. = 1500 PSI ( NON—INSPECTED ) n = 25.8 M = 30.4 FT—LBS REBAR SIZE = 4 BAR REBAR SPACING = 32 " O.C. AREA OF STEEL = 0.08 IN.SQ. / FT. OF WALL p = As / bd = 0.0018 k = SQRT (2pn + pn*pn) — pn = 0.259 j =1 —k/3 = 0.91 fs = M / (As*j*d) = 1319 psi < Fs, OKAY fm = 2M / (j*k*b*d*d) = 17.87 psi < Fm / 3, OKAY MAXIMUM LOAD PER F00T OF WALL = 1340.6 PLF MINIMUM FOOTING WIDTH REQUIRED = 0.89 FT MINIMUM DEPTH OF FOOTING REQUIRED TO RESIST SLIDING: MAX. HORIZ. REACTION AT TOP (W/1.5 S.F.) = 100 LBS MAX. HORIZ. REACTION AT BASE (W/1.5 S.F.) = 105 LBS MAXIMUM VERTICAL DEAD LOAD AT BASE = 340.63 PLF SLIDING RESISTANCE (35% OF VERTICAL LOAD) = 119.22 PLF MINIMUM FOOTING DEPTH REQUIRED = 0 INCHES NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95926 (916) 893-1600 FAX (916) 893-2113 REVISED STRUCTURAL CALCULATIONS PROJECT ISI A 9 T I N iZ JOB NO. O�F / LOCATION C O LT W AY PAP- A P K2 DATE CODES: Uniform Building Code, 1994 Edition AISC, Manual of Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition RITC, Timber Construction Manual MATERIALS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi 4 OF%SSIO'V\\ •f 1A. i310ljZ'1 c` r_1 a C Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days* Steel Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger .. Structural Steel: ASTM A-36 Steel.Pipe: ASTM A53 GradeB Steel Tubing: ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM A307.Grade A Wood Connectors: Simpson Strong -Tie or equal. Wood: Light Framing: Const Grade Douglas Fir UStruct Lt Framing: #2 Grade D.F. clV1 �� Joists & Planks: #2 Grade D.F. ` pig Beams & Stringers: #1 Grade D.F. Post's & Timbers: #1 Grade D.F. Plywood: A.P.A. Rated Sheathing, Grade CD, UBC Std 25-9 Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: psf Floor Live Load:_ psf Seismic Zone : 3 Wind Speed: %S mph Exposure :. Method 2 used unless otherwise noted. Allowable Soil Bearing (psf ) ARE SPECIAL INSPECTIONS REQUIRED ? N O GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of I\orthStar Engineering. Verification of the soil conditions at the, project site to determine the expansion index or bearing capacity is by others. Page 1 of �j BY: J� NwthStar DATE: -7Igro ENGINEERING JOB NO: Cj PAGE 2. OF Civil Engir eers • Planners • Surveyors L,ATf-:1R-PSL DSI G1�1 p� P�GIC 211 V HaU�t 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 �/=-.25 <.04�] — : 22 K. e22- �z T 2Z 71 -7' MAX. , =0.014 T= .I3�tJ �TE',L o� NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95926 (916) 893-1600 FAX (916) 893-2113 STRUCTURAL CALCULATIONS PROJECT_ _ M A R.TlN . ! JOB NO. LOCATION �i� Lid- L`� �\� p��ADI� t'/ DATE CODES: Uniform Building Code, 1994 Edition AISC, Manual of Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIALS: LOADS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcinc: A-615 Grade 40 for 44 and smaller A-615 Grade 60 for 45 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Wood: Light Framing: Const Grade Douglas Fir Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A*. P . A. Rated Sheathing, Grade CD, UBC Std 25-9 Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination Roof'Live Load: 4Z::2 ;psf Floor Live Load: psf Seismic Zone Wind Speed: 7 mnh Exposure: V Method 2 used unless otherwise noted. Allowable Soil Bearing (psf ) ARE SPECIAL INSPECTIONS REQUIRED ? N GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. Page 1 of �� BY: J M R DATE: JOB NO: 5711 PAGE Z OF PA P --T IG t� CqF,4vITY POOP NofthSta-;r, ENGINEERING Civil Engineers • Planners *Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-8931600 Fob L 0 A P<:�5 GoMP �I-iI� SLE �.o FL -YET%. TUBS �� 2-- Z � L 2po_ Zooy i � O I L, 20T 2s N00 40.0 TJ PSF 1 I A x L oAT7 D �,J A L L cD� (� 0-71,,J F -A fel 1 LY F-001 /l FLOOD O"--2 Big 1Z00F (r-*IAY NoT l._IALL �� _G Ce�TAIL Pte. G -7 HAX. I-oAP D UAZA(-3,r,5, ZOOF (241z) , oZ5e5; kiALh (8) .01. � �� GALG��. Y PaTA off; f2 C�, . NORTHSTAR TITLE: MARTIN RESIDENCE ENGfNEERING DESCR: RETAINING WALL 20 DECLARATION DRIVE CHICO,•CALIFORNIA 95926 'JOB #: 5711 BY:JMR @ 5/16/96 916-893-1600 p(� 4 RetainPRO(tm) 2D (C)1989-92 ENERCALC -------------------------------------------------------------------------------- CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 -------------------------------------------------------------------------------- ---------- SOIL DATA ------------- ------ ADDED VERTICAL LOADS ------ Allowable Bearing = 1,500 psf Axial DL on Stem = 0 plf Active Lateral = 30.0 psf Axial LL on Stem = 0 plf .....Slope Active = 0.0-psf ...Ecc. (Toe side +) = 0.00 in .....Max. Active = 0 psf Surcharge over Toe = .O.O.psf Backfill Slope = 2.0:1 Surcharge over Heel - 0.0 psf (horiz:vert,O=Level) Using Surcharge to resist Passive Lateral = 250 pcf overturning @ Heel Yes Soil Density = 110.0 pcf @ Toe Yes Soil Ht over Toe = 0.0 in -------- ADJACENT FOOTING -------- ------ ADDED LATERAL LOADS ------- Vertical load = 0 plf Lateral Load Acting ...Ecc. (Toe side +) = 0.00 in On Stem Above Soil = 0.00 psf Footing Width (perp) = 0.00 ft Ftg. CL to Wall = 0.00 ft Add'1 Lateral Load = 0.0 plf Ftg. Base Above/Below Soil ...dist. to start = 0.00 ft At Wall Face [+/-] = 0.00 ft ...dist. to end = 0.00 ft Footing Type Line ---------------------------- WALL & FOOTING DATA ----------------------- Retained Height = 6.00 ft Toe Width = 1.75 ft Wall Ht. above soil = 1.50 ft Heel Width = 1.50 ft Key Depth = 8.00 in Total Width = 3.25 ft Key Width = 12.00 in Thickness 12.00 in Key Dist. to Toe = 1.500 ft ------- SUMMARY --- Pressure @ Toe = 1,134 psf Factors of Safety:. Pressure @ Heel = 39 psf Overturning = 2.71 :1 Allowable Press. = 1,500 psf Sliding = 1.14 :1 Eccentricity = 6.06 in Resultant Within Middle Third 1 -Way Shear @ Toe = 11.6 psi Allowable Shear 85.00 psi 1 -Way Shear @ Heel = 0.4 psi ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.250 Lateral Pressure = 810.1 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 347.2 # Factor of Safety - 1.14 (-)Friction = 579.8 # Add'1 Force Req'd = 0 .# ---------------------------- FOOTING DESIGN ------------------------------ ---Toe--- --Heel-- fic = 2,500 psi ACI 9.1 Pressure = 1,587 55 psf Fy = 60,000 psi Mu - Upward = 2,010 65 ft-# Using SP @ Heel . Yes Mu - Downward = 322 993 ft-# -------- Rebar Choices -------- Mu - Design = 1,688 928 ft-# -- Toe -- -- Heel -- One-Way.Shear: #4 @ 13.07 in 11.70 in vu = 11.56 0.41 psi #5 @ 20.26 in 18.13 in vn=2(flc)1/2*.85= 85.00 85.00 psi #6 @ 28.76 in 25.73 in Rebar CL To Edge = 3.50 2.50 in. #7 @ 39.22 in 35.09 in Depth to steel = 8.50 9.50 in #8 @ 48.00 in 46.20 in Ru = Mu/bd-2 = 26.0 11..4 #9 @ 48.00 in 48.00 in Min. Rebar Ratio = 0.0018 #10 @ 48.00 in 48.00 in NORT�ISTAR ft TITLE: MARTIN RESIDENCE # ENGINEERING- ft-# DESCR: RETAINING WALL ------ 2.47 20 DECLARATION DRIVE ------- -------------- CHICO, CALIFORNIA 95926 JOB #: 5711 BY:JMR @ 5/16/96 916-893-1600 P(a, cj 11558 RetainPRO (tm) 2D (C) 1989-92 ENERCALC --------------------------------- STEM DESIGN ---------------------------------- (Factored values shown for concrete stems) Pg 2 of 2 0 <-------------- Stem Designs --------------> Stem Construction Data < At Various Heights Above Ftg. > ----------------------------------------------------------------------- DESIGN HT. ABOVE FTG. = 6.00 0.00 ft WALL TYPE ABOVE HT. :Concrete Concrete Thickness (nominal) = 8.00 8.00 in Rebar Size = # 4 # 4 0 Rebar Spacing = 16.00 16.00 in Rebar Placed at Edge Edge 2.08 DESIGN•DATA........................................................ 0 .... fb/Fb + fa/Fa = 0.000 0.665 Lateral Load @ Ht. = 0 918 # MOMENT..... Allowable = 2,759 2,759 ft-# Actual = 0 1,836 ft-# SHEAR...... Allowable = 85.00 85.00 psi Actual = 0.00 10.21 psi Embedment Length Req'd = 12.00 6.00 200 Wall Weight = 100.0 100.0 psf Rebar Depth = 6.25 6.25 in MASONRYDATA............................................................. f'm = psi Fs = psi Grouting Special Inspection n : Es / Em = Short Term Increase = CONCRETE DATA............................................................ f'c = 2,500 2,500 psi Fy = 40,000 40,000 psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- I- Overturning Moments -I- Resisting Moments -1 Origin of Force: Heel Active Press. _ Soil over Heel = Toe Active Press. _ Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge @ Heel = Surcharge @ Toe = Axial Load on Wall = Load @ Proj. Wall = Averaged Stem Wts. _ Added Lateral Load = Footing Weight = Key Weight Vert. Componant of = # ft ft-# # ft ft-# -------- 825 ------ 2.47 --------= 2,040 ------- -------------- 550 2.83 11558 -15 0.33 -5 0 0.00 0 19 2.97 57 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 400 2.08 833 0 0.00 0 750 2.08 1,563 0 0.00 0 487 1.63 792 100 2.00 200 413 3.25 1., 341 Active Press. -- - - - - - - - TOTALS = 810 ! --->> Distances from front edge of 2,035 2,719 6,344 --------- -------- --------- footing bottom (not key) NORTHSTAR TITLE: MARTIN RESIDENCE ENGINEERING DESCR: RETAINING WALL 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 JOB #: 5711 BY:JMR @ 5/16/96 916-893-1600 PG.& -----RetainPRO(tm) 2D (C)1989-92 --------------------------- ENERCALC --------------------------------------- CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 -------------------------------------------------------------------------------- ---------- SOIL DATA ------------- ------ ADDED VERTICAL LOADS ------ Allowable Bearing = 1,500 psf Axial DL on Stem = 400 plf Active Lateral = 30.0 psf Axial LL on Stem = 1,200 plf .....Slope Active = 0.0 psf ...Ecc. (Toe side +) = 0.00 in .....Max. Active = 0 psf Surcharge over Toe = 0.0 psf Backfill Slope = 2.0:1 Surcharge over Heel = 0.0 psf (horiz:vert,O=Level) Using'Surcharge to resist Passive Lateral _ 250 pcf overturning @. Heel Yes Soil Density = 110.0 pcf @ Toe Yes Soil Ht over Toe = 0.0 in -------- ADJACENT FOOTING -------- ------ ADDED LATERAL LOADS ------- Vertical load = 0 plf Lateral Load Acting ...Ecc. (Toe side +) = 0.00 in On Stem Above Soil. = 0.00 psf Footing Width (perp) = 0.00 ft Ftg. CL to Wall = 0.00 ft Add'1 Lateral Load = 0.0 plf. Ftg. Base Above/Below Soil ...dist. to start = 0.00 ft At Wall Face [+/-] = 0.00 ft ...dist. to end = 0.00 ft Footing Type Line ---------------------=------ WALL & FOOTING DATA ------------------- - ----- Retained Height = 6.00 ft Toe Width = 1.75 ft Wall Ht. above soil 1.50 ft Heel Width = 1.50 ft Key Depth = 8.00 in Total Width = 3.25 ft Key Width = 12.00 in Thickness = 12.00 in Key Dist. to Toe = 1.500 ft ------------------------------- --------- SUMMARY ------- Pressure @ Toe = 1,210 psf Factors of Safety: Pressure @ Heel = 948 psf Overturning = 3.12 :1 Allowable Press. = 1,500 psf Sliding = 1.27 :1 Eccentricity = 0.79 in Resultant Within Middle Third 1 -Way Shear @ Toe = 15.8 psi Allowable Shear. = 85.00 psi 1 -Way Shear @ Heel = 0.1 psi ------------------- ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.250' Lateral Pressure = 810.1 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 347.2 # Factor of Safety = 1.27 (-)Friction = 679.8 # .(-)Friction Force Req'd = 0 # ---------------------------- FOOTING DESIGN ------------------------------ - ---Toe--- --Heel-- f1c = 2,500 psi ACI 9.1 Pressure = 1,818 1,425 psf Fy = 60,000 psi Mu - Upward = 2,675 506 ft-# Using SP @ Heel Yes Mu - Downward = 322 993 ft-# -------- Rebar Choices -------- Mu - Design = 2,354 487 ft-# -- Toe -- -- Heel -- One-Way Shear: #4 @ 13.07 in 11.70 in vu = 15.77 0.08 psi #5 @ 20.26 in 18.13 in vn=2(f'c)1/2*.85= 85.00 85.00 psi #6 @ 28.76 in 25.73 in Rebar CL To Edge = 3.50 2.50 in #7 @ 39.22 in 35.09 in Depth to steel = 8.50 9.50 in #8 @ 48.00 in 46.20 in Ru = Mu/bd"2 = 36.2 6.0 #9 @ 48.00 in 48.00 in Min. Rebar Ratio = 0.0018 #10 @ 48.00 in 48.00 in NORTHSTAR -15 ;TITLE: MARTIN RESIDENCE Soil over Toe = ENGINEERING DESCR: RETAINING WALL 20 DECLARATION DRIVE Adjacent Ftg. Load = 0 0.00 CHICO, CALIFORNIA 95926 19 JOB #: 5711 BY:JMR @ 5/16/96 916-893-1600 P(� 0.00 RetainPRO(tm) 2D (C)1989-92 ENERCALC --------------------------------- STEM DESIGN ------------------------------- 7-- (Factored values shown for concrete stems) Pg 2 of 2 Added -Lateral Load = <-------------- Stem Designs--------------> Footing Weight = Stem Construction Data < At Various Heights Above Ftg. > ----------------------------------------------------------------------- DESIGN HT. ABOVE FTG. = 6.00 0.00 ft WALL TYPE ABOVE HT. :Concrete Concrete TOTALS = Thickness (nominal) = 8.00 8:00 in Rebar Size = # 4 # 4 2.00 Rebar Spacing = 16.00 16.00 in Rebar Placed at Edge Edge DESIGN DATA............................................................. fb/Fb + fa/Fa = 0.000 0.665 Lateral Load @ Ht. = 0 918 # MOMENT..... Allowable = 2,759 2,759 ft-# Actual = 0 1,836 ft-# .SHEAR...... Allowable = 85.00 85.00 psi Actual = 0.00 10.21 psi Embedment Length Req'd = 12.00 6..00 Wall Weight = 100.0 100.0 psf Rebar Depth = 6.25 6.25 in :MASONRY DATA.............................................................. f'm = psi Fs = psi Grouting Special Inspection n : Es./ Em = Short Term Increase = CONCRETE DATA........................................................... f'c = 2,500 2,500 psi Fy = 40,000 40,000 psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- I- Overturning Moments Resisting Moments -� Origin of Force: # ft ft-# # ft ft-# ---------------- -------- Heel Active Press. = ------ 825 2.47 ---------------- -------------- 2,040 Soil over Heel Toe Active Press. _ -15 0.33 Soil over Toe = -5 Sloped Soil @ Heel = Adjacent Ftg. Load = 0 0.00 Surcharge @ Heel = 19 2.97 Surcharge @ Toe = 0 0.00 Axial Load on Wall = 0 Load @ Proj. Wall = 0 0.00 Averaged Stem Wts. _ 0 0.00 Added -Lateral Load = 0 0.00 Footing Weight = 833 0 Key Weight = Vert. Componant of = 750. 2.08 Active Press. --------- 0 TOTALS = 810 ! --->> Distances from front edge of 2,035 2,719 6,344 --------- -------- --------- footing bottom (not key) 550 2.83 1,558 -5 0 0.00 0 19 2.97 57 0 0 0.00 0 0 "0.00 0 0 0 0.00 0 0 400 2.08 833 0 750. 2.08 1,563 0 487 1.63 792 100 2.00 200 413 3.25 1,341 2,035 2,719 6,344 --------- -------- --------- footing bottom (not key) BY: JMR 05/16/96 JOB NO: 5711 PAGE -1 OF NORTHSTAR ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 (916) 893 - 1600 DESIGN OF CONCRETE STEMWALL WITH SLAB AT TOP OF WALL WALL IS RESTRAINED AT THE TOP BY A CONCRETE SLAB, SO THE WALL WILL BE DESIGNED AS A SIMPLY SUPPORTED BEAM V WIDE, SPANNING VERTICALLY BETWEEN THE GROUND SURFACE AND THE TOP OF THE SLAB. EQUIVALENT FLUID PRESSURE OF THE SOIL = 30 PSF VERTICAL SURCHARGE DUE TO VEHICLE LOAD = 1 FT MAXIMUM ALLOWABLE SOIL PRESSURE = 1500 PSF WALL HEIGHT FROM GROUND TO TOP OF SLAB = 7 FT VERTICAL LOAD APPLIED TO TOP OF WALL = 1000 PLF MAXIMUM VERTICAL LOAD APPLIED TO TOP OF WALL = 0 PLF MINIMUM STEEL REQUIRED: LOAD FACTOR = 1.6 STEM THICK = 8 INCHES DEPTH d = 41NCHES WIDTH b = 12 INCHES STEEL Fy = 40000 PSI CONC. f'c_ = 2500 PSI Mu = 1.35 KIP -FT AREA OF STEEL AT BALENCED CONDITION (As) = 0.115 IN.SQ. MINIMUM AREA OF STEEL REQUIRED IS THE SMALLER OF THE FOLLOWING: (4/3) As = (200 / Fy) b d = As MINIMUM (VERTICAL) _ As MINIMUM (HORIZONTAL) _ 0.15 IN.SQ. 0.24 IN.SQ. 0.15 IN.SQ. / FOOT OF WALL 0.24 IN.SQ. / FOOT OF WALL USE #4 BARS @ 14 ' O.C. VERTICAL As = 0.17 OKAY #4 BARS C- 10 ' O.C. HORIZONTAL As = 0.24 OKAY MAXIMUM LOAD PER FOOT OF WALL = 1850 PLF MINIMUM FOOTING WIDTH REQUIRED = 1.23 FT MINIMUM DEPTH OF FOOTING REQUIRED TO RESIST SLIDING: MAX. HORIZ. REACTION AT BASE (W/1.5 S.F.) = 892.5 LBS MAXIMUM VERTICAL DEAD LOAD AT BASE = 850 PLF SLIDING RESISTANCE (35% OF VERTICAL LOAD) = 297.5 PLF MINIMUM FOOTING DEPTH REQUIRED = 29 INCHES By: ,JMR- DATE: S �o JOB NO: c2711 - PAGE 1.0 OF NorthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 fill Y l---- _i- I a a ; # a ` i C 053599 _ I. I I !i- I. 1.PA f ►- - I_ v _ ►:=oil F. = BY: M DATE: Gj JOB NO:rj 7 PAGE I OF No thStar ENGINEERING Civil Engineers • Planners o Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 -J tit lz ZZ _ I �� AT 4 17 _��___!_=-1 1:p i, IRld C - � -_.�- Q.,, � / r — d f_'_".—.�-1'.�— ;� � -1= _l._ I 'I I I-- �I—'_`t�j' I , Fto.aa5.21 -- —E?� •'y4� 9a,_�! �-- -- - �--- i i ' i is I I �� ! I BY: , imp DATE: 4519 JOB NO: Gj -7 11 PAGE I �2 OF NwttStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 CAI��LUi-AT1o�J� rod- GILT NAIL-II�1G-, A'�GNo f3oLTG �'�R. SH�A�I�IALL �GN�1�1-I1��• D��IIG-�f�I GAPAG�TY Fig I9c:1 4 LI gG IC -50 9 C-,-PoPIT IQ 0. N �-7-R = z72 .. F2C? � Pr-,Iz 2 �7 11.2 TA&LF,: 2 3 =S - F 112 11 (�p I21po + 1270 (1.33) = 3 4 # �;oLT 2 2 182 + 1982 T 27\�2 �3/4" 2110 + 28X� 1700 --W ac --,)LT 2 ,K 2 NIA I L- ,f:� P��Z ISP o Flo. �J �P- - 272 122 #� �IAII. S H P,AR I,JAL - LOAD/ F00T I NAI L� NAI L GAPAGIT`( ANS H o P- BoL-T Ai if HOR F -I- APAG I TY IO ilz.2 4(.841)= .2 10 �8o I (o %" �(! z2) = 4`V sly p� 5� �� .;2 (1.21 =.420 A 4-10 16 311 4(Izz) '= 41U 518 q2 24-l' . 42� (I.2lo =�.�40 ca 4 4 (1 261) =.1� Ai 4o ll&o 21' 6(12-")= 732 201' A 730 I(o 2�i �o (122) = 732 �� p� I �o .7� (I.26) 7\ �eO I &o ,v 1 '12" 8(i z2) =1Po ��4 � I(o'� .7r-2 ® 1080 f N. A. 14 ao 1 .7c](1.70) = 1.28 BY: i m p- � Nor_ thS#ar 20 DECLARATION DRIVE DATE: s I E NG I NE E R IYNIG CHICO, CALIFORNIA 95926 JOB NO: 57 1 1 916-893-1600 PAGE I V / OF Civil Engineers • Planners • Surveyors ARAC�� PA K- A 2.4 .4- x I` 24F-u�- t/ I.-7 �-1� 24I� x 2� �I X IZ�I . FTS.