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064-320-059
i 1 i � I � w 064-320--59 CALDWELL, HERMAN SHERWOOD CIRCLE, MAGALIA ENVIRONMENLAL HEALrm CLEAR 064-320-059 02-1104 3 BEDROOM HOME SHINGLER, BOLIN, KNI17ONG R DUNN )LL2jfj SHERWOOD CIRCLE. MAG CONT: "TRILOGY CONST. ,�NALECi NSP W/ATTACHED GARAGE i NOTES � k PERMIT NO. rfi RESIDENTIAL f064-320-059 02-1104 Vlk SHINGLER, BOLIN, KNIFONG & DUNN — 115 SHERWOOD CIRCLE, MAGALIA CONT: TRILOGY CONST. iNSF. W/ATTACHED GARAGE / 8– SPECIAL CONDITIONS _ CHECKED BY SRA FLOOD CERTIFICATE REQ. s w" + FIRE SPRINKLERS' REQ. ` SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY '➢Jn Address GASW.te ` L B T By4IP2 � a> I A. JOB FINALED (Date) t Signatur z .r = OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready 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-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"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. j 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 r' E MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses / 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date / Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI V 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date SlAderfloor (Plans) OK except #'s I Date Main; Soils-Elec. Grnd.-/ /" Fig. Del Garaqe; Soils-Steel-Elec. Grnd.-/ /" Porches & Decks; Soils -Steel-/ /" Ftg. Depth t /1 I I emwalls, Main; Steel-Blockouts-Wrapped 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors i 6-'SAmwalls, Garage; Steel-Blockouts-Wrapped Date,f 6 Hold Downs and Special Anchors Date 7. Slab, Steel -Wrapped Date 8. Piers -Fireplace Ftg.-Steel Clothes Closet Light -Shower Light -Spa Light 9. . W .; Fall -Fitting -Test -2 Way C/O - 34. 1 F, Ga—,Pipe; Size Anchors CYard G ; Size Test ater Pipe; Test -Anchors -Regulator -Service Test 12. Elec 'c Underground PItIpAnTs & Ducts; Clearance -Material -Support -Ins. Gir s -Sills -Anchor Bolts-Joists-Vents-Crippies Date Access & Ventilation Card B-1 Date Card B-1 16. Insulation MECHANICAL (Permit) OK except #'s Date l Card 13-1 Date Card B-1 Date y Card e'f Date Card B-1 1 �^ Date 00LUMBING (Permit) OK except #'s t' . Water Htr.; Vent -Access -Combustion Air Baffle Condensate Drain & Overflow, Size & Grade JZ er Pipe; Test & Anchor -Nail Protection 38. 1 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 i 31. Date,f �% Card B-1 �% Date Card B-1 Date Card B-1 Date Card B-1 Date LECTRICAL (Permit) OK except #'s Clothes Closet Light -Shower Light -Spa Light . F' 'ure & Transformer Clearance -Ins. Protection 34. lec. 6ceptacles Spacing -Lights & Switches at Doors 28.ee Boxes & No. of Conductors Stapled 2e Romex Installed Clos216 Edge of tuds & C.J. 2�rdEquip. Ground rnade up w/ Fasteners -Bond Gas & Water 2�. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. $ribfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Date 30. 'r,Circle / / ga Cu or AI.Oven Circ. / / ga Cu or AI Insulated Neutral I] Yes Q No FRAMING (Continued) Post CaDs-Anchors-Con 4 I' g. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Ring. 4 (replace Ties or Type A Flue -Fireplace Throat Clearance 4 icAccess; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions arage Fire Protection Framing V. roperty Line Firewall & Openings 5VXxt. Doors -One 3' -Check Garage 3rd Story, 2 Exits . �S airs; Width -Headroom -Rise -Run -Landing -Fire Protection qe ood on Roof Overhang -Attic Vents -Rafter Outriggers */,-Nailing Veneer 5VStucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 56 Glazing Area -Glass Protection -Skylights -Plastic 5__. GGSjiear Walls; Nailing-Boltsfjj,yyt� 6VBrace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows DatejUjj�Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ext Steps -Door & Sidelight Protection -Landings Smoke Detector Furnace Vents -clearance -Comb, Air -Connector - In arage; Above Floor-Ducts-Mech. Protection B.4droom Exiting G.F . & Bath Fixtures & Tub Access -Spa Trim & Subpanel, Breaker Sizes & Labels St 'rs & Rails Fi place or Stove, Clearance -Hearth 7 c. O at Wood Panel, Int. & Ext. K' ixt. & Appliance; Ground -Air Gap -Cooking Clearance EI . Outlets & Receptacles at Kit. Counter G rage Fire Door; Swing -Landing -Closure �Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in rage; Above Floor-Mech. Protection PL4,Elec. & Mech. Equip. Listed for Location 191"E'Ie eceptacles in Garage (F.F.I.)-Romex Protection 7 ns tion -Foam -Looked in Attic Gum Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth CleAWnce Looked under Floor I] Yes ollmt ng Instld./Drive J Yes ] No/Walks D Yes :1 No/Planters ] Yes ] No gown -Finish A. nit Disconnect, Electrical -Plumbing Vents-AIiove Roof, Plbq-Appliance-Fireplace-Clearance to Openinqs 9G!W ell, Disconnect, Electrical, Plumbing Ext ' r Elec. Trim, G.F.I. Receptacle -Underground e 'lation Throughout House G Protection 96*"Corrpctions from Previous Inspection �. est•Meters Tagged, Gas -Electric 110V,56 Vif W er & Sewer Connected -C/O to Grade -HD Approval .364 E gy Compliance Certificate -Other Certificates 94"Address Posted Date Card B-1 ate Card B-1 Date Card B- Date Card B-1 Date Card B- Date Card B-1 Comments at Final: 31. Service -Riser Conductors & Ground Main Disconnect I 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 3 C. Ducts Insulation & Support )n 3 - V t Fan, Exhaust above insulation 34 Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date 7 k j, j Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date J. FRAMING (Permit) OK except #'s is Proper Materials & Anchors 4 /alts Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 4 raft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearino FRAMING (Continued) Post CaDs-Anchors-Con 4 I' g. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Ring. 4 (replace Ties or Type A Flue -Fireplace Throat Clearance 4 icAccess; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions arage Fire Protection Framing V. roperty Line Firewall & Openings 5VXxt. Doors -One 3' -Check Garage 3rd Story, 2 Exits . �S airs; Width -Headroom -Rise -Run -Landing -Fire Protection qe ood on Roof Overhang -Attic Vents -Rafter Outriggers */,-Nailing Veneer 5VStucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 56 Glazing Area -Glass Protection -Skylights -Plastic 5__. GGSjiear Walls; Nailing-Boltsfjj,yyt� 6VBrace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows DatejUjj�Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ext Steps -Door & Sidelight Protection -Landings Smoke Detector Furnace Vents -clearance -Comb, Air -Connector - In arage; Above Floor-Ducts-Mech. Protection B.4droom Exiting G.F . & Bath Fixtures & Tub Access -Spa Trim & Subpanel, Breaker Sizes & Labels St 'rs & Rails Fi place or Stove, Clearance -Hearth 7 c. O at Wood Panel, Int. & Ext. K' ixt. & Appliance; Ground -Air Gap -Cooking Clearance EI . Outlets & Receptacles at Kit. Counter G rage Fire Door; Swing -Landing -Closure �Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in rage; Above Floor-Mech. Protection PL4,Elec. & Mech. Equip. Listed for Location 191"E'Ie eceptacles in Garage (F.F.I.)-Romex Protection 7 ns tion -Foam -Looked in Attic Gum Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth CleAWnce Looked under Floor I] Yes ollmt ng Instld./Drive J Yes ] No/Walks D Yes :1 No/Planters ] Yes ] No gown -Finish A. nit Disconnect, Electrical -Plumbing Vents-AIiove Roof, Plbq-Appliance-Fireplace-Clearance to Openinqs 9G!W ell, Disconnect, Electrical, Plumbing Ext ' r Elec. Trim, G.F.I. Receptacle -Underground e 'lation Throughout House G Protection 96*"Corrpctions from Previous Inspection �. est•Meters Tagged, Gas -Electric 110V,56 Vif W er & Sewer Connected -C/O to Grade -HD Approval .364 E gy Compliance Certificate -Other Certificates 94"Address Posted Date Card B-1 ate Card B-1 Date Card B- Date Card B-1 Date Card B- Date Card B-1 Comments at Final: INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: lze- �1A , ENVIR. HEALTH, CHICO DATE: I Z.Ss RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: CZX- SEPTIC: �. WELL: AP#:(���� -�j2�� (� ADDRESS/LOCATION: U4 Lj , "Ox - ri J (• Comments: GUmemos/mleasehold COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 414,thmain Street * Chico, CA - (530) 891-2751 " 7 County Center Drive- Oroville, CA - (530) 538-7541 CORRECTION NOTICE t CAI" &11 in Y-fi& 4_0 R &NE PERMIT NO, �'A routine inspe'ctio'n indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. 11 you have any questions pertaining to this matter, or need.additional explanation, please contact this office immediately. fti COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 Sh rY h CORRECTION NOTICE OWNER r ot,' )l PERMIT A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Croville, CA • (530) 538-7541 CORRECTION NOTICE n me A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date % In REV 10(/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PER IT No. (Rev.12/96) APPLICATION AND PERMIT �'� ASSESSOR PARCEL NUMBER 064-320-059 ZONING - BUILDING PERMIT OWNER Shin ler Bolin Knifong and Dunn TELEPHONE 877-1180 SO. FT. OCC. BUILDING VALUATION 1488 R 80 352.00 OWNER'S MAIUNG ADDRESS 7056 A Skyway Paradise CA 95969 240 deck 1680.00 CONTRACTOR'S NAME Trilogy Construction Inc TELEPHONE 877-1180 482 8676.00 CONTRACTpd�V )r ,�DRyway Paradise CA 95969 K CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 90.708.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 599.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $389.35 AD RE BUILDIN 1,5 Sherwood Circle Magalia CA 95954 Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 91 7.00 6, QQ USEOFSTRUCTURE SF M Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 5 . QQ Each as water heater or vent 15.0015.00 TYPE OF WORK New T1 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF w/ attached garage Gas piping s sterrh' - 5 outlets 15.0019-00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0AORlESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,HR°,pT' and my license is in full force and effect. -� / % ( License Class Lic. No. I 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 their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 91 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which is permit is issued. " My workers' com ensation inNi farrier end policy num er are: Carrier %`G { GI Main Service 200A TO I000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. SO 3.5Q�: MULTBRANCI.OUTLET 97,50 a FSINGOUTLET R. OWERLE APPARATUS Ex. Occup.OUTLET OR FIXTURES @ '.50 B 20 20 @ .so Ex. Occup. ouXT rsRESIo.) E. 5.00 Temporary Service 23.00 23 00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation Ras stove .15,00 PERMIT FEE 1 $ Policy Number / O — 01 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo with comply with those provisions. X Date !9-- 3-0Z _ S' nature ~cant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee I $ Energy Inspection Fee 1$46.00 occ CONST. TYPE TOT FE$ HAZ. D. FE I P FLQoD CD PARC PD ISSUE _ This permit is hereby issued under the applicable Prov ions of the Butte County Code and/or Resolutions to do indicated above for which fees have been paid. / By Elate PERMIT EXPIRES ON QA?L0,� Dete Receipt No. WHITE-D.D.S.-B. D. CANARY -ASSESSOR PINK PECTOR GO NROD-AP LICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 41 PERMIT APPLICATION DATA SHEET L. OWNER: S! I " U n SSESSOR PARCEL NUMBER Q� Proposed Building Use: 1� �/ /7 `-'� / Counter Technician: Date: v Items required in order to.ppp for a permit. All boxes MUST be checked OR marked NA in order to apply. lot plans, 3 or 4 sets, rigned y the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. r 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. �6 Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. �/ Date Received By IK'8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form tilled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Rem 'ning items needed to issue the permit. (May require additional plan review upon receipt of the following items) j Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 0;4� 15. Statement of Intent for Non -heated and A/C Buildings ................................... ..1 . ��$X6. Sanitation and plot plan approval from the Environmental Health Department in ❑ City of Chico Plumbing permit ................................. California Department of Forestry plan approval ..aid. Sent by:.�............... Planning approval for (A) Use: O 1 < (B)Parking: (C) Parcel Check: 2 ontact Land Development about ❑ Improvements, ❑ Drainage ............................... .Q 1. E roachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). V4. re-Inspection for required ................ ontractor's license information. (umber, Name Style, Clasification)...................... Worker's Compensation Carrier and Policy Number ............................................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ etter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance................................................................ ❑ 29. Existing violations and/or expired permits......................................................... 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ Other: ere issued Telephone — d for pickup. I have been informed Applicant: the above items and requirements for obtaining a building permit. 1. Index permit application for the above items numbered( / / Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ "phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: 6—Date: /U Structural reviewed by: Date: Structural approved by: Date: Note transfer by: ( Date: L . Yellow: Building rvision r C+ IV TO: FROM: Wilding Depa Environmenta f/ V. E.H. USE ONLY Plot Plan A[Mchad Floor Plan Attach Ei`�ED d Sant to B.O. 2 4 2092 UB.1 i : Sanitation Clearance BUTTE COUNTY BUILDING DIVISION &C'.. - V. S -2-0-0f4` Owner LocationAP# Ian Approved for: Sewage Disposff�_Iq_ Water Supply: Public -\\V Private Well learance for VMwelling. Other Hold final for: Final clearance O.K. or: NOTE: 1 I" - IIW/-7 2vo z lot�►Itinf�i3rl��r��.- • Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 OWNER. la 1 v, � i� f I L/ o t ►tel PROPOSED BUILDING USE Ll' BUILDING PERMIT FEES --Balance Due .............................. SCHEDULE OF FEES DUE Y1 i I vt�L U n A.P. # O`oq " 3ZQ - a � - 0ar-4 XC . DATE 5! r D2r ......................... $ q3q37 --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ RECEIPT # DATE REC. - evised Plan Checking Fee ..........................:...... $ /I CHOOL DISTRICT FEES i (paid at District Office) 3... SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ................ Sq. ft. 4. URBAN AREA FEES Residential ............................ x # Units Commercial (Sq. ft.) ............. x 3q. It. 5. RECREATION DISTRICT FEES x $0.03 = $ Amt. Amt. 6. HERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICAN DAT 3—OZ Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 81 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) Permit Issued to BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH SEWAGE DISPOSAL. PERMIT P. O. Box 5364 7 COUNTY CENTER DRIVE CHICO, CALIFORNIA 95927 OROVILLE, CALIFORNIA 95965 Telephone (530) 891-2727 Telephone (530) 538-7281 Date Issued 7a n 'I 1 210102 EXPIRES ONE YEAR FROM DATE OF ISSUANCE To construct a sewage disposal system for: Located at: I _J '�_ -1 —I q'W.6WJ SEWAGE SEPTIC TANK Liquid capacity: f 0 0 J gallons Material (-�1 J Special conditions: LEACHING FIELD dr 1�. Total length: 57< , feet Trench width: 2- inches Minimum No. of lines: D. Rock under pipe inches 2 Adi= leaching field will be required if experience shows it to be necessary. No part of the system may be located within 50 feet of the center line of any County Road. NOTE: Satisfactory inspection by the Health Department is required before backfilling or putting the system into use. Occupancy of a new building is not permitted until the system is approved. Permit Fee $ lG Penalty Fee $ �� ` TOTAL F E $ Additional Fee $ Receipt No. (-( ( 2 L/ 9 Issued By: � EN IR15NNTAL%HEAL PECIALIST S31 - 278R (Rev.4/98) niicii paying cnis statement please include your Job # on your check. All survey bills are due when billed. Accounts 30 days .delinquent will accumulate interest charges at the rate of 1.61% per month (19.3% per year) and any legal and/or collection expenses: School District A.P. Number Property Owner log BUTTE r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM -- (One form per Building) Pa51:)�* �1/� (� Building Department No. .-- 0 7 , Jurisdiction: City County Property Location/A< Subdivision Lot No. ................................................................................................................... Residential Development ETI Sq. Footage Oe No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection); ......................................................................................................... Commercial/Industrial New —Addition, f ,f Buildir(gz artment Representative imoor ria//ns reviewed Dy scnooi uistnct versonnel D.' trict Identification No. Q� '� /60 13 School District certifies that �l S/"",. Sq. Footage (Including Exterior Roofed Areas) Date (Applicant f i (Street - Address) ( (f (PhoneNumber)Nuumbb7er)) (City) has complied with theZeq[uiirrementts of Resolution No. representing / / 6/1 square feet. A A School District Representative Paid by Check # Remarks: (State) (Zip Code) by payment of $ 150.x, / (/ AB 2926 $ FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm i c i AND WHEN•RECORDED MAIL TO: ?U"f TE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE o OROVILLE, CA 95965 X 2002-0023760 Recorded Official Records CoBUTT Of CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:02AM 09 -May -2002 REC FEE 10.00 Kathy Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: See Attached Date 6L U 3 002- PROPERTY OWNERS: r State of California County of 136( 7 C_ On iZ1Q y 3, ZOO Z. before me, personally appeared I-- / (7 42t;�-f ,/) /-) /--) personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instru ent. WITNESS my hand and official 'ea. o ,t> "� WENDY CSER 1^'f Signature_ ✓✓ YYY Seal: 0.," W Comm. #1306527 _ �rt • NOTARY PUBLIC CALIFORNIA Q V ! BUTTE COUNTY —► My Commission Expires Jun. 27, 2005 ,1 41 Order No. 303192 EXHIBIT "ONE" PARCEL I Lot 74, as shown on that certain Map entitled, "Paradise Pines Unit No. 4", filed in the Office of the County Recorder of Butte County, California, on October 1 , 1970, in Book 35, of Maps, at Page(s) 97, 98, 99, 100 and 101. Certificate of Correction recorded December 2, 1970, in Book 1648, Page 4, of Official Records EXCEPTING THEREFROM all minerals, oil, gas, asphaltum and other hydrocarbon substances,' with provision that any and all mining operations shall be done from orifices outside the surface area of the land described herein, and that no damage shall be done to the .surface of said land. PARCEL II: A non-exclusive easement over Lots A, B, C and D (the common areas) of Paradise Pines Unit No. 5, and Lot A of Paradise Pines Unit No. 4, for ingress, egress and the uses and purposes set forth in the Declaration of Covenants, Conditions and Restrictions, amendments thereto and the Declaration of Annexation for Paradise Pines Unit No. 4. Assessor's Parcel No: 064-320-059 2 APPROVED PERMIT CLEARANCE P?rmd Y. D2 -I IC) Genelrai Information ❑ CONOMONALLY APPROVED LJ KCZiIJLvC rKQUU--MS PRIOR TO APPROv Date: 1p� . /Q ` Q API: 06(`1,2� Owners Name: IQ Q 4— LQ,(J G Lj� Parcel Acreage: Owners Address: Budding Site Address: 49-02)I?/e Em ell- Info mail on PermitType: ❑ Agriculture Building ❑ Commercial ❑Industrial ❑ Mobile Home SFD ❑ Residential Accessory Cl 2nd Dwelling ❑ Muld-Family >2 units per parcel I Septic ❑ Welt ❑ Other Zone District: — 1 Date of Zoning Ordinance: General Plan: LD 2 Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement ® No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan ® No ❑ Yes Violation Area ® No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N ® No ❑ Yes, check use Enterprise Zone 1 � I Floodplain No ❑ Yes Zone: ❑ Watershed- Protection Zone No Yes Proposed Use Complies With: 3 General Plan ® Zoning Proposed Use Requires: Use Permit Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Famil Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes apolicable Setbacks: ❑ Cohasset Panel Number: () L) ❑ Accessory Budding Use Zoninq Code Street & Hi hw Fre Prevention -7— Subdivision Mao Front D Z Side Side Street Rear Hdnlht Environmental Health Issues* Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/MuIU) ❑ No ❑ Yes Parcel Created bv: ❑ Deeds Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No ❑ Yes Legal Access Required: ❑ No ❑ Yes ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes IPaaz.��s� PI,NIC # in Map Date of Recording: 110-1-- � (( 0 7 Lot: ! 9 Block: Book: Page: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: S 00 W LD 1; L. = 2-OZD T (b ?SD -D -F T. +,.. v` -tom0:411, -' APA rr� Certificate of Conformance Certificate .054076 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Y Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade nd glueline bond quality. V \ o ,....11,,,, �..��w 0 0,0 •,, 0114 �?` _aCP 4.00 do : so .0 SEAL iA ff`* by — 4�it � A&,. - Thomas G. Williamson Executive Vice.President ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 98411-0700 Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 r� APA=Vw% Certificate of Conformance Certificate .054076 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. 0 W 0 0,0 p Z= SEAL =3c icy s J ti� • by Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 98411-0700 Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 CertainTeed C11 InsulSafe 4 Builders Statement Fiber Glass Blowing Insulation Homeown�t-LJCkr4 Jobsite Name Q1%-'r_CJQ__st C ome A ress 1 J ��� I / L C-0 Installer/Contractor (sign) Company Name Date elder (sign) Company Name Date Inspected By (sign if required) Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FL PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (lbs.) Should not be less than: (in.) 60 36.5 27 0.986 22 49 29.6 34 0.800 181/2 44 26.4 38 0.712 163/4 38 22.8 44 0.615 141/4 30 18.0 56 0.485 12 26 15.5 65 0.418 101/2 22 13.1 77 0.353 9 19 1 11.1 90 0.301 71/2 13 1 7.7 129 0.209 5'/2 11 1 6.6 151 0.179 1 43/4 THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft. of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft. of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3".OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 1/02 R -VALUE THICKNESS AREA (SQ. FT.) INSULSAFE 4 (✓ BAGS USED BATTS/ROLLS (✓) 41L2 CEILINGS _ l3 WALLS FLOORS THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft. of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft. of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3".OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 1/02 TABLE OF CONTENTS TOC Project Title.......... BOLIN RESIDENCE Date..04/19/02 14:48:55 Project Address........ SHERWOOD CIR. ******* MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building P # Paradise Mechanical J 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone.. ........ 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-NIGHTNI9 Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run-NIGHTNI9 TITLE 24 1279 TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ............... 4 FORM C -2R ................. 7 HVAC SIZING ............... 10 1 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... BOLIN RESIDENCE Date..04/19/02 14:48:55 Project Address........ SHERWOOD CIR. MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-NIGHTNI9 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-NIGHTNI9 TITLE 24 1279 GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 1488 sf Single Family Detached New Front Facing 155 deg (SE) 1 1 Raised Floor 13.6 % of floor area 0.54 Btu/hr-sf-F 0.63 9.4 'ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall Wood R-13 R-0 R-13 0.088 Door None R-0 R-0 R-0 0.330 Roof Wood R-11 R-19 R-30 0.031 Floor Wood R-19 R-0 R-19 0.037 FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (SE) 16.0 0.500 0.610 Standard Standard Yes Window Front (SE) 16.0 0.500 0.610 Standard Standard Yes Window Front (SE) 10.0 .0.490 0.670 Standard Standard Yes Window Left (SW) 14.0 1.060 0.670 Standard Standard Yes Window Left (SW) 20.0 0.500 0.610 Standard Standard Yes Window Back (NW) 32.0 0.500 0.610 Standard Standard Yes Door Back (NW) 40.0 0.500 0.640 Standard Standard Yes Door Back (NW) 33.0 0.500 0.640 Standard Standard Yes Window Right (NE) 7.0 0.500 0.610 Standard Standard Yes Window Right (NE) 4.0 0.500 0.610 Standard Standard Yes Window Right (NE) 10.0 0.490 0.670 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.....,.... BOLIN RESIDENCE Date..04/19/02 14:48:55 MICROPAS6 v6.01 File-NIGHTNI9 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-NIGHTNI9 TITLE 24 1279 HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Furnace 0.800 AFUE n/a Crawlspace R-4.2 No No Setback ACPackage 12.00 SEER No Crawlspace R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should bedocumented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. ***' This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. The local enforcement agency may waive HERS verification for these locations. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... BOLIN RESIDENCE Date..04/19/02 14:48:55 MICROPAS6 v6.01 File-NIGHTNI9 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-NIGHTNI9 TITLE 24 1279 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... BRANT NIGHTINGALE Company. BRANT NIGHTINGALE DESIGNS Address. 6457 SKYWAY PARADISE, CA 95969 Phone:.. (530) 877-4589 License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... ROBERT A. MANGRUM Company. Paradise Mechanical Address. 5655 Almond Street Paradise, CA 95969 Phone... 530-877-8882 Signed., (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... BOLIN RESIDENCE Date..04/19/02 14:48:55 ******* Project Address........ SHERWOOD CIR. MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-NIGHTNI9 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-NIGHTNI9 TITLE,24 1279 Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). Design- Enforce- er ment I *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... BOLIN RESIDENCE Date..04/19/02 14:48:55 MICROPAS6 v6.01 File-NIGHTNI9 Wth-CTZ11S92 Program -FORM MF -1R User##-MP1342 User -Paradise Mechanical Run-NIGHTNI9 TITLE 24 1279 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- 110-113: HVAC equipment, water heaters, showerheads and er ment faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or / cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4.or greater). 3. Back -u$ tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect / hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. ✓ 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 7811 thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... BOLIN RESIDENCE Date..04/19/02 14:48:55 MICROPAS6 v6.01 File-NIGHTNI9 Wth-CTZ11S92 Program, -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-NIGHTNI9 TITLE 24 1279 pilot light (Exception: Non -electrical cooking appliances / with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement , allowed in Sec. 150(k)2.; and recessed ceiling fixtures / are IC (insulation cover) approved. ✓ COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... BOLIN RESIDENCE Date..04/19/02 14:48:55 ******* Project Address........ SHERWOOD CIR. MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 Climate Zone 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-NIGHTNI9 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-NIGHTNI9 TITLE 24 1279 Zone Type HOUSE Residence MICROPAS6 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Total Standard Proposed Design Design 15.48 15.77 15.05 16.04 15.85 13.72 46.38 45.53 Compliance Margin -0.29 -0.99 2.13 0.85 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... .1488 _sf Single Family Detached New Front Facing 155 deg (SE) 1 1 Reduce.dYear Raised Floor 1 13959 cf 0 sf 13.6 % of floor area 0.54 Btu/hr-sf-F 0.63 9.4 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 1488 13959 1.00 Yes Setback 2.0 Standard Housewrap COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... BOLIN RESIDENCE Date..04/19/02 14:48:55 MICROPAS6 v6.01 File-NIGHTNI9 Wth=CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-NIGHTNI9 TITLE 24 1279 OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 210 0.088 13 155 90 Yes W.13.2X4.16 2 Wall 344 0.088 13 245 90 Yes W.13.2X4.16 3 Wall 327 0.088 13 335- 90 Yes W.13.2X4.16 4 Wall 303 0.088 13 65 90 Yes W.13.2X4.16 5 Wall 180 0.088 13 155 90 No W.13.2X4.16 6 Wall 54 0.088 13 65 90 No W.13.2X4.16 7 Door 20 0.330 0 155 90 Yes None 8 Door 17 0.330 0 65 90 No None 9 Roof 1488 0.031 30 n/a 0 Yes R.30.2X4.24 10 Floor 1488 0.037 19 n/a 0 No FC.19.2X8.16 FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (SE) 16.0 0.500 0.610 155 90 Standard/0.76 Standard/0.68 2 Window Front (SE) 16.0 0.500 0.610 155 90 Standard/0.76 Standard/0.68 3 Window Front (SE) 10.0 0.490 0.670 155 90 Standard/0.76 Standard/0.68 4 Window Left (SW) 14.0 1.060 0.670 245 90 Standard/0.76 Standard/0.68 5 Window Left (SW) 20.0 0.500 0.610 245 90 Standard/0.76 Standard/0.68 6 Window Back (NW) 32.0 0.500 0.610 335 90 Standard/0.76 Standard/0.68 7 Door Back (NW) 40.0 0.500 0.640 335 90 Standard/0.76 Standard/0.68 8 Door Back (NW) 33.0 0.500 0.640 335 90 Standard/0.76 Standard/0.68 9 Window Right (NE) 7.0 0.500 0.610 65 90 Standard/0.76 Standard/0.68 10 Window Right (NE) 4.0 0.500 0.610 65 90 Standard/0.76 Standard/0.68 11 Window Right (NE) 10.0 0.490 0.670 65 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 16.0 4.0 4.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 16.0 4.0 4.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 10.0 2.0 5.0 6.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 14.0 4.0 3.5 2.0 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 20.0 5.0 4.0 2.0 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 32.0 5.0 4.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Door 40.0 6.0 6.6 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Door 33.0 5.0 6.6 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 7.0 2:0 3.5 2.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 4.0 4.0 1.0 2.0 6.0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 10.0 2.0 5.0 4.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... BOLIN RESIDENCE Date..04/19/02 14:48:55 MICROPAS6 v6.01 File-NIGHTNI9 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-NIGHTNI9 TITLE 24 1279 HVAC SYSTEMS Refrigerant Tested ACOA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Furnace 0.800 AFUE n/a Crawlspace R-4.2 No No 0.743 ACPackage 12.00 SEER No Crawlspace R-4.2 No No 0.674 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates non-standard Duct Location. This building incorporates -Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. HERS REQUIRED VERIFICATION *** Items'in this section require --field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. The local enforcement agency may waive HERS verification for these locations. REMARKS HVAC SIZING Page 10 HVAC Project Title.......... BOLIN RESIDENCE Date..04/19/02 14:48:55 Project Address........ SHERWOOD CIR. ******* MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-NIGHTNI9 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-NIGHTNI9 TITLE 24 1279 GENERAL INFORMATION Floor Area ................. 1488 sf Volume .. ..... ............ 13959.cf Front Orientation.......... Front Facing Sizing Location............ PARADISE Latitude. ..... ........ 39.8 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 99 F Summer Inside Design....... 78 F Summer Range. ...... ..... 34 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Description Opaque Conduction.and Solar...... Glazing Conduction............... Glazing Solar .................... Infiltration..... ............ Internal Gain....... ............. Ducts............................ Sensible Load .................... Latent Load ...................... Minimum Total Load 155 deg (SE) Heating Cooling (Btuh) (Btuh) 9537 4305 4346 2281 n/a 6424 7940 2396 n/a 2100 2182 875 24005 18381 n/a 3676 24005 22057 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety marcgin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. ��Tr ° ` ' ' RESIDENTIAL PLAN ° REVIEW GUIDE a SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY `, Ux�y Building Permit Number: Plans Examine- ,L/'/tc/a A. P. Number: GE`ERkL: Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application - Existing violations on the property. Recorded notice of violation. Building permit valuation. LOT PLA`: Complete parcel size and dimensions. Setbacks, side yard. easements, etc. Other buildings or structures. Grading, fills andior drainage. Flood hazard. Special conditions on Parcel Map: Noise ❑ SR_a ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal aid Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10°10 of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet TIM m net clear openable height dimension shall be 24". The minimum net clear openable width dimension shell be ?A". When «indo" s are provided as a means of escape or rescue, they shall have a finished sill height not Me than 44" above the flcor (Uniform Building Code section 310.4). Sk}-lights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted is this section. Kitchens. halls, bathrooms and toilet compartments may have a ceiling height of not lm thea 7 goat measured to the lowest Droiection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFC1 in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). ta ater heaters �%hich depend on the combustion of fuel shall not be installed in a room used or desigrsed to be ed for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening into a bath bedroom (Uniform Plumbing Code section 509.0). uel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedrwM of m room. compartment or alcove opening directly into any of these (Uniform Mechanical Code section 30�t4 arai fire%vall separation - required on garage side including supporting walls and posts (UnhiMode section 30'_.4 exception .#3). nder no circumstances shall a private garage have any opening into a room used for sleeping purposes Unifoc-n Building Code section 312.4). ood sto%e location - Alcove — Ulv1C section 203 confined space & 223 unconfined space dt 30 .2). mak.- detectors (Uniform Building Code section 310.9.1). Page 1 of 2 .y, Water closet clearances (Uniform Plumbing Code 408.5). sq. im & 30" circle (UniformCode Shop compartmentsupportedtmum lon mazortt3 or concrete oundationslthai umbing shall be of lsufficient size to support Beartng walls shall be s11 loads (Uniform Building Code section 1806.3). SUCrURAL DETAILS: Brwcd wall panels shall start at not more than 8 feu from each end of a braced wall line. Braid Wall panels mutt be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse diredons NBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comph with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. (Uniform Building Code Table 18-I-C�. Foundation plans complete enough to construct building Floor construction details complete enough to construct building. Elevations and wall construction details corn enough to construct building Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. Garage door header size(s). orch header size(s). . Tj�piml Leader size(s). tud heights. High expansive soil - special foundation design required. . getaining walls requiring design. GVsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net arra of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Ahernatively. certification may be provided by a registered professional engineer or architect that the design vxill allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be shown on the building plans• equipment and other service facilities shall be . Electric, heating, ventilation, plumbing and air conditioning equip designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLATTOUS ITEMS: Stairway details - landings, rise and run head clearance. handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Bridc or stone veneer (Uniform Building Code section 1403). Exterior plaster - wtep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation - protection. 36" halls and stairways (Uniform Building Code section 100.4.3.3.2). Taro exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventiladon (Uniform Building Code section 2306.3 & 2306.7). . Attic access and ventilation (Uniform Building Code section 1505). ound requirements. telergy design compliance and supporting documentation. -1DF responsible area requirements. B ING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation cenificare. 3. ❑ Fire SpdriMers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing lener. Pace = ^f 2 .mss. x STRUCTURAL C A L C U L A T I O N S F O R CONCRETE CANTILEVER RETAINING WALLS BRANT NIGHTINGALE DESIGNS 6457 SKYWAY PARADISE, CA 95969 F L T ENGINEERING 5790 CLARK ROAD PARADISE, . CA' 95969 (530) 872-0"254 /'16V t3/oN TV oz --//o# BUTTE COUNTY BUILDING DEPARTMENT APPROVED 9%uf/v2 f�� SUBJECT: CONCRETE CANTILEVER RETAINING WALLS BY: FLT DATE: 03/02 JOB NO: 2041 PROJECT: BRANT NIGHTINGALE DESIGNS 6457 SKYWAY, PARADISE, CA 95969 FLT EGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 14 DESIGN CRITERIA: STUD WALL, ROOF AND FLOOR ARE SUPPORTED BY CONCRETE CANTILEVER RETAINING WALL FOUNDATIONS. _ W CODE 1997 UBC SUPERIMPOSED LOADS: MIN. DL = .01 x (2+8) = .10 k/I MAX. LL = .050 x 16 + .01 x (16+9-2) +.050 x 8.5 = 1.46 k/I LOADING PER ABOVE IS CRITICAL FOR BOTH - BEARING ( INCLUDING DL + LL ) AND SLIDING RESISTANCE ( MIN. DL ONLY), CONCRETE WALLS: A. - 2'- I" TO 4'- 0" HIGH - SHEETS 2 & 3 B. - 4'- 1" TO 5'- 0". HIGH - SHEETS 4 & 5 C. - 5'- 1" TO 6'- 0". HIGH - SHEETS 6 & 7 D. - 6'- 1" TO 7'- 0" - HIGH - SHEETS 8 & 9 E. - 7'- 1" TO 8'-0" HIGH - SHEETS 10 & 11 F. - 8'- 1" . TO 9'- 0" HIGH - SHEETS 12 & 13 CONSTRUCTION DETAILS - SHEET 14 MATERIALS: CONCRETE - ULTIMATE COMPRESSIVE STRENGTH - fc = 2000 PSI @ 28 DAYS - REINFORCING - ASTM A615, GRADE 40 R C E 32434 ALLOWABLE SOIL BEARING PRESSURE - 1500 PSF Reg Expires 12-31-2004 ALLOWABLE LATERAL BEARING PRESSURE - 200 PSF, COEFFICIENT OF FRICTION - .35 NOTE:A►-�q VERTICAL CONSTRUCTION (EXPANSION) JOINTS IN WALLS SHALL BE INSTALLED NOT FURTHER THAN 60' ( FEET) APART. A RIBBED WATERSTOP AND / OR CAULKING COULD BE USED IN THE JOINT IF REQUIRED. � FLT ENGINEERING PROJECT : BRANT NIGHTINGALE / DESIGNS 5790 CLARK ROAD JOB NO. : 2041 PARADISE, CA DATE : 3/2002 (916) 872-0254 CALCIS BY : FLT SHEET 0 OF'/f SUBJECT: CONCRETE CANTILEVER RETAINING WALL '__-_______________________________ WALL DESIGN: ____________ ALL CALCyLATIDNS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): .1 - LIVE LOAD (KIP): 1.46 OVERALL HEIGHT OF THE WALL - H (FEET): 4 .� OVERALL HEIGHT OF THE SOIL - Hr (FEET): �T 3.5 ^ THICKNESS OF WALL - TOP (INCHES): 6 7 BOTTOM (INCHES): E. COEFFICIENT - a : ' 1.46 TOTAL EARTH PRESSURE- Fw (KIP): 0.18 MOMENT - Mw (FT -KIP): ' ` � 0.21 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) _________________________________________ 0.039 3.75 #4 @ 61.5 ` MIN' VERTICAL REINF. - .15 % (IN^2): r 0.108 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL: 0.14 � 1.0 D U PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 2041 DATE : 3/2002 CALCIS BY : FLT FOOTING DESIGN: _______________ DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 979'06 > 0 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 10 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 24 OVERTURNING FORCE - Fo (KIP): 0.30 OVERTURNING MOMENT - Mo (FT -KIP): 0.46 TOTAL RESISTING WEIGHT - W (KIP): 0.93 RESISTING MOMENT - Mr (FT -KIP): 1.12 OVERTURNING RATIO - SF 2.46 NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTIN6 - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): 0.67 0.29 0.27 ` 2.00 0.67 FLTEN8INEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET .3 OF F, 866.77 < 1500 66.56 > 0 1414.27 < 1400 979'06 > 0 1.10 ' 0.34 AREA REINF. (IN -2) 'dl(IN) SIZE & SPA (IN) ________-____--_________________________________- 0'027 8.75 #4 V 89.6 DESIGN TOE REINF.: #4 @ 24 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 2041 DATE : 3/2002 - CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL _____________—_________—__—_______ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET jo OF /f- GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD — DEAD LOAD (KIP): — LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL — H (FEET): OVERALL HEIGHT OF THE SOIL — Hr (FEET): THICKNESS OF WALL — TOP (INCHES): — BOTTOM (INCHES): COEFFICIENT — a : TOTAL EARTH PRESSURE — Fw (KIP): MOMENT — Mw (FT—KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.055 5.69 #5 @ 68 MIN. VERTICAL REINF. — .15 % (IN^2): MIN. HORIZONTAL REINF. — .25 % (IN^2): DESIGN REINF. — VERTICAL: #5 @ 24 — HORIZONTAL: #5 @ 15 COMBINED STRESSES @ WALL: .1 1.46 5 4.5 8 1.46 0.30 0.46 0.144 0.240 0.12 < 1.0 FLT ENGINEERING PROJECT - BRANT NIGHTINGALE / DESIGNS 5790 CLARK WOAD JOB NO. : 2041 PARADISE, (_A DATE . 3/2002 ( 9 CALCIS BY - FLT SHEET cr OF h¢ FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF C ONi= ERTE (PCF): 150 OVERTURNING G FIATIO - MIN- 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (F'SF): 1500 ALLOW. LATERAL BEARING PRESSURE (F'SF) - 200 FRICTION COEFFICIENT - Fc- 0.35 DESIGN FOOTING DEPTH (INCHES): ; 1• - DESIGN FOOTING WIDTH — HEEL (INCHES): S — TOE (INCHES): i4 FOOTING KEY -- DEPTH & WIDTH DTH ( T ('JC HES ? " E.� - BACK TO BACK OF :!ALL (INCHES): 8 TOTAL WIDTH OF FOOTING (INCHES): 3(-) OVERTURNING FORCE - Fo ( K I!_') - 0.45 OVERTURNING MOMENT - Mo (FT -KIP): 0.83 TOTAL RESISTING WEIGHT - W (KIP): - 1.31 RESISTING MOMENT - Mr (FT -KIP): 2.08 OVERTURNING RATIO - SF 2.50 NET MOMENT - Mn ( FT -KI F') - 1 25 ECCENTRICITY - _ (FEET): .. . 0.30 ECCENTRIC MOMENT — Me (FT—KIP): 0.39 FOOTING AREA — A f ( FT 2) - 2.50 SECTION MODULUS — S (FT"'3 :)- 1. 04 SOIL P"ESSURES — DL ONLY — SPt (FSF) - 903.60 < 1500 — SF'h (PSF) - 146.40 > 0 SOIL PRESSURES — ADDED LL — SFT (F'SF) - 1137.20 < 1500 — SF'h' (F'SF) - 1080.80 ::> 0 SLIDING RESISTANCE — Fr (KIP): 0.68 > 0.45 FOOTING — TOE: EARTH PRESSURE @ TOE — Fv (KIP): 1.31 MAX.. MOMENT, @ TOE - Mt (FT -KIP): 0.6r, AREA REINF. (IN": ) ' d' (:IN) SIZE & SPA ( IN) --------------------------------------------------- 0.052 4.69 #5 @ 71.5 DESIGN TOE RE I NF . - ##5 @ 24 I FLT ENGINEERING PROJECT : BRANT NIGHTINGALE / DESIGNS' 5790 CLARK ROAD JOB NO. : 2041 PARADISE, CA DATE : 3/2002 (916) 872-0254 CALCIS BY: FLT SHEET OF �� `/ SUBJECT: CONCRETE CANTILEVER RETAINING WALL ________________-___-_____________ WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): ' 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): .1 - LIVE LOAD (KIP): 1.46 OVERALL -HEIGHT OF THE WALL - H (FEET): 6 OVERALL �~ HEIGHT OF THE SOIL - Hr (FEET): 5.5 � THICKNESS OF WALL- TOP CINCHES):' 8 `- BOTTOM CINCHES). 8 � COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURF - Fu (xTp). o ^= MOMENT - Mw (FT -KIP): 0.83 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0. 100 _-__-_-__________--_-________________________-_0.100 5'69 #5 @ 37.3 ^ MIN VERTICAL REINF 15 % (IN^2) ^ ^ - ^ : 0.144 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.240 DESIGN REINF. - VERTICAL: #= @ 24 - HORIZONTAL: #5 @ 15 COMBINED STRESSES @ WALL: 0.20 < 1I0 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 2041 DATE : 3/2002 CALCIS BY : FLT FOOTING DESIGN: - --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 18 FOOTING KEY - DEPTH & WIDTH (INCHES): 12 - BACK TO BACK OF WALL (INCHES): 8 TOTAL WIDTH OF FOOTING (INCHES):` 34 OVERTURNING FORCE - Fo (KIP): 0.63 OVERTURNING MOMENT - Mo (FT -KIP): 1.37 TOTAL RESISTING WEIGHT - W (KIP): 1.64 RESISTING MOMENT - Mr (FT -KIP): 3.05 OVERTURNING RATIO - SF 2.22 NET MOMENT - Mn (FT -KIP): 1.68 ECCENTRICITY - e (FEET): 0.39 ECCENTRIC MOMENT - Me (FT -KIP): 0.65 FOOTING AREA - Af (FT^2): 2.83 SECTION MODULUS - S (FT^3): ` 1.34 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET OF , Af SOIL PRESSURES - DL ONLY - SPt (PSF): 1062.79 < 1500 - SPh (PSF): 96.04 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1123.41 < 1500 - SPh' (PSF): 1066.00 > 0 SLIDING RESISTANCE- r F (KIP): 0.97 > 0.63 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): . 1.66 OMENT @ TOE Mt (FT KIP) MAX., - (FT -KIP): 1.21 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.095 1 3.69 #5 @ 39.2 DESIGN TOE REINF.: #5 @ 24 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 2041 DATE : 3/2002 CALCIS BY : FLT ' SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 FLT ENGINEERING - 579a CLARK ROAD PARADISE, CA (916) 872-0254 SHEET I OF /f GRAVITY LOAD - DEAD LOAD (KIP): .1-' . - : LIVE LOAD (KIP) 1.46 OVERALL HEIGHT OF THE WALL - H (FEET): 7 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 6.5 THICKNESS OF WALL- (INCHES): ) : 8 - BOTTOM (INCHES): 8 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.63 MOMENT - Mw (FT -KIP): 1.37 AREA REINF. (IN^2) 'dl(IN) SIZE & ____-____________-___�_________________-________ . SPA (IN) ' 0.165 5.69 #5 @ 22.6 ` MIN. VERTICAL REINF. - .15 % (IN^2): 0^144 MIN. HORIZONTAL REINF. - .25 % (IN -2): 0.240 DESIGN REINF. - VERTICAL: #5 @ 12 . - HORIZONTAL: #5 @ 15 COMBINED STRESSES� @ WALL: � 3 0.1 < 1.0 HEIGHT FROM TOP OF THE WALL - H2 (FEET): 6 HEIGHT FROM TOP OF THE SOB- - Hr2 (FEET): 5.5 THICKNESS OF WALL*- BOTTOM2 (INCHES): 8.00 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.45 MOMENT @ Hw2 -Mw2 (FT -KIP): 0.83 AREA REINF. (IN^2) 'dl(IN) SIZE &*SPA ------------------------------------------------ (IN) 0.100 5.69 #5 @ 3713 ' DESIGN REINF. VERTICAL: #5 @ 24 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 2041 DATE : 3/2002 CALCIS BY : FLT FOOTING DESIGN: ---------------- FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET f OF /f DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RAtIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 24 FOOTING KEY - DEPTH & WIDTH (INCHES): 16 - BACK TO BACK OF WALL (INCHES): 8 TOTAL WIDTH OF FOOTING (INCHES): 40 OVERTURNING FORCE - Fc, (KIP): 0.84 OVERTURNING MOMENT - Mo (FT -KIP): 2.11 TOTAL RESISTING WEIGHT - W \KrP): 2.00 RES! STINIG MOMENT - Mr (FT -KIP): 4.53 OVERTURNING" RATIO - SF 2.15 NET MOMENT - Mn (FT -KIP): 2.42 ECCENTRICITY - e (FEET): 0.45 ECCENTRIC MOMENT - Me (FT -KIP): 0.91 FOOTING AREA - Af (FT^2): 3.33 SECTION MODULUS - S (FT^3): 1.85 SOIL PRESSURES - DL ONLY - SPt (PSF): 1091.06 < 1500 ' - SPh (PSF): 108.94 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1003.46 < 1500 - SPh' (PSF): 1072.54 > 0 SLIDING RESISTANCE- Fr (KIP) : 1.24 > 0.84 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KI P): 1.59 MAX. MOMENT @ TOE - Mt (FT -KIP): 1.79 AREA REINF. (IN -"2') 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.141 8.G9 #5 @ 26.5 ^ DESIGN TOE REINF.: #5 @ 12 I � PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 2041 DATE : 3/2002 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI:).- GRAVITY PSI): 8RAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS Or WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------- 0.253 5.69 #5 @ 14.7 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VERTICAL: #5 @ 12 - HORIZONTAL: #5 @ 15 COMBINED STRESSES @ WALL: HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): THICKNESS OF WALL - BOTTOM2 (INCHES): TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @ Hw2 - Mw2 (FT -KIP): | AREA REINF. (IN^2) 'dl(IN) SIZE &.SPA (IN) ________________________________________________ 0.'100 5.69 #5 @ 37.3 DESIGN REINF. - VERTICAL: #5 @ 24 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 LEVEL 30 0 .1 1.46 8 7.5 8 8 1.46 0.84 2.11 0.144 0.240 ' 0.46 < 1.0 6 5.5 8.00 ^ 0.45 0.83 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. . 2041 DATE . 3/2002 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO — MIN: — MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: FLT ENGINEERING 5790 CLARK HAD PARADISE, CA ( 916 ) 372-0254' i' 54 SHEET /' OF l� 100 150 1.5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH CINCHES?: 12 DESIGN FOOTING 'WIDTH — HEEL !:INCHES): 12 — TOE (INCHES): 26- FOOTING 6FOOTING KEY — DEPTH & WIDTH Q NGHES) 20 — BACK TO BACK OF WALL CINCHES?: 1' TOTAL WIDTH OF FOOTING CINCHES:?: 46 OVERTURNING ' FORT :E — Fes, (KIP)-. OVERTURNING MOMENT — Mo (FT—KIP): TOTAL RESISTING WEIGHT — W (KIP): RESISTING MOMENT — Mr (FT—KIP) : OVERTURNING RATIO — SF NET MOMENT — Mn (FT—KIP): ECCENTRICITY — e (FEET): ECCENTRIC MOMENT — Me (FT—KIP): FOOTING AREA — A f (FT'''- ) . SECTION MODULUS — S (FT^3) : SOIL PRESSURES — DL ONLY — SPt CPSFi: — SPh C PSQ : SOIL PRESSURES — ADDED LL — SPt' CPSF>: — SPH' C PSF'J : SLIDING RESISTANCE — Fr (KIP) : FOOTING — TOE: EARTH PRESSURE @ TOE — Fv CKIP7: MAX. MOMENT @ TOE — Mt (FT=KIP): AREA REINF. ( IN -''2) ------------------------------------------------ ' d' (IN) SIZE e< SPA CIN? 0.221. S.69 #5. @1 16.8 DESIGN TOE REINF.: #5 @ 12 1.03 3.07 2.64 S. 69 2.12. 3.61 0.55 1.45 3.93 2.45 1280.54 1500 97.72 > 0 1313.66 , 1500 826.34 ;o- i ) 1. 64 > 1. 08 2.55 2.82 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. . 2041 DATE . 3/2002 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 0790 CLARK ROAD FARADISE, CA ( 916 ) 872-0254 SHEET !2 OF /¢ GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (F'SF) : 30 SURCHARGE (FEET): r YIELD STRENGTH REINF. (KSI) : 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (Psi): .2000 GRAVITY LOAD - DEAD LOAD (KIP) : - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr(FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES). COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP) : MOMENT - Mw (FT -KIP): AREA REINF. (IN -2) 'd9 (IN) SIZE ?< SPA (Ihl) 0.369 5.69 #5 @ 10.1 MIN. VERTICAL REINF. - .15 % (IN"2) : MIN. HORIZONTAL REINF. - .25 % (IN' is DESIGN REINF. - VERTICAL: #5 @ S - HORIZONTAL: #5 @ 10 COMBINED STRESSES @ WALL: HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT . FROM TOP OF THE SOIL - Hr 2 (FEET): THICKNESS OF WALL - BOTTOMS (INC:HES): TOTAL EARTH PRESSURE - Fw2 (KIP) : ' MOMENT @ Hwy - Mw2 (FT -KIP) : AREA REINF. 00.2) ' d' (IN) SIZE & •SPA (IN) ------------------------------------------------ 0.10o ----------------------------------------------- 0.1r.o 5.69 #5 @' 37.3 DESIGN REINF. — VERTICAL: #5 @ 24 .1 1.46 .21 8.5 S S 1.46 1.ie 0 J e7 0.144 0. '240 0.66 < 1.0 J 5.5 S. 00 0.45 45 0.B^ J PROJECT : BRANT NIGHTINGALE ' DESIGNS JOB NO. : 2041 DATE : 3/2002 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): ' DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BLARING PRESSURE (PSF): FRICTION COEFFICIENT � Fc: , DESIGN FOOTING DEPTH (INCHES): DESIGN FOOTING WIDTH - HEEL (INCHES): - TOE (INCHES): FOOTING KEY - DEPTH & WIDTH (INCHES): - BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh'(PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) __________-_________________________________-_-_ ' 0.306 . 8.69 #5 @ 12.2 � DESIGN TOE REINF.: #5 @ 8 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 43 OF /1110 100 150 1.5 1.5 1500 200 0.35 12 12 32 25 12 52 1.35 4.29 3.15 9.16 2.14 4.87 0.62 1.96 4.33 3.13 1352.00 < 1500 102.33 > 0 1300.16 < 1500 828.01 > 0 2.05 > 1.35 2.58 3.90 bY-DATE3�OZ sve,ECT C-411r/1_eY�_�_CoAlc&crc ¢ /of_� &f7i4/A//•VG K_AI-G COMST. P_eZ414 Jcm N CNKD. BY ... DATE._._._ �� NO. B,eil t%T N/Cit/T/N�•.4G GEES/ ,vS cif /.SE CA R C E 32434 Reg. Expires X24 .B,4.eS 12 - 31 - 2004 "-,8.4zS _ - r Q�pfESSIO'V L-1 yU�N�.yG2 2 `CC C-AR� CO/yP.+CT�D ,;; 324 "rn' _, B.4CCT/LL CIV% 9�FOF CA��F� 71,121,c92— O'cGEA.e �T � � ► � ryZr rVAM,e4L. G.e4DE ' Alore '3' 1!7T .c N A•4�sl t.3 � colovr. 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