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064-470-004
.................. 064-470-004 PERMIT#96-1236 HERNDON, Jim 14128 wyciiff Dr., M�agoalia Cont: Jim Harding Jr. New Single Family .4 j. 7%4-�W' r FESIDENTIAL t 064-470-004 PERMIT#96-1236 f. HERNDON, Jim Wycliff Dr., Magalia `i Cont: Jim Harding Jr. f ! New Single Family i -t q 4 n - E OFFICE COPY Address • i - GAS Meter By Date ELECTRIC ;y Meter By Date — — — OFFICE COPY Address ki GAS Meter By Date ELECTRICu�Z Meter By Date 3 JOB FINALED (Da — b Signature V=OK 0 = Not OK Notable tReady - 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/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location-Test0rap; / tUft. / /Nat. or/ fl- tJ /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 ' t-• 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 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 DateCard B-1 Date Card B-1 Date Card B-1 a Y w , a ' " MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK.except #'s -y1.. Zoning Requirements -Setbacks -Easements - i , ' 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/orJoists-Decking-BracingStairs-Rails_i���ty 4. Wood Awn.; Posts-Beams-Rf rs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frrng.; 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 1 4. Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed + - 7. Elec.; Bonding; Metal w/6-Circulafing 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 A UND LOOR (Plans) OK except ft's Z g -Setbacks -Easements -Flood -Slope Main; Soils-Elec. Grnd.-/ Ftg. Deptfi Ftg., age; Soils-Steel-Elec. drncl.Gg. Depth orches & Decks; Soils -Steel-// /Ftg. Depth Ste IIs ain; Steel-Blockouts-Wrapped e IIs, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -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 Card B-1 Date Card B-1 Date PLU BING (Permit) OK except a's 1 ater Htr.: Vent -Access -Combustion Air -Baffle --------t/Vater Pipe: Test &Anchor -Nail Protection -------------------- — — 18. - W.V ; Test -Fittings & Anchor -Nail Protection ----..,.J,q,SAevVL5 F Pan: Test. First Floor -Tub Access �t Tub -&-Shower,- Second Floor -Tub Access 21. Gas Pipe: Size & Anchors --------- B�- ---- - -- Date -------------- --- Card -B-1 ----------- Date 8 �i% C Card 1�3 d Date Card B-1 Date Card B-1 Date ELE TRICAL (Permit) OK except ft's — 22. Fixture & Transformer Clearance - Ins. Protection 23/Elec. Receptacles Spacing Lights & Switches at Doors ------ Size Boxes & N_o. of Conductors Stapled 2 Romex Installed Close to Edge of Studs & C.J. ------------ ------ ------------- - - -- - - ------------------ .. Z6. Equip Ground made up w/Mech. Fasiners-Bond Gas & Water L/ --- —------- --- . _ ..... _. 27. 2 Appliance Circuts in Kitchen & Conductor Size,GFI Subfeed Wire Size ga. Cu or AI -A.0 Wire Size r ga. u or AI -- ---------- .. Range Circ. ga. Cu or AI- Circ. ga. Cu or Al. Insulated Neutral 9 Yes ❑ No 3b�Service-Riser Conductors &Ground -Main Disconnect -- Equip. Clearances Panels- Motors- Equip. -- - - -----------------------r- -- - es Closet Light -Shower Light -Spa Light - - - - ---- -t- 3 Smoke Detector Date Z% �(rCard B-1 QS / Date Card B-1 --------- ---. . .... ................. ................... ... ... ... ... ... .. Date Card B-1 Date Card B-1 Date ME HANICAL (Permit) OK except n's _ 3 A.C. Ducts Insulation & S_upport --- --- 3 Vent Fan: Exhaust above insulation 3E ondensate Drain & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet - 38 Attic Access & Platform if Furnance in Attic Date Q ��/j( Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FR ING (Plans) OK except a s 9 s. Proper Material & Anchors Kall� Studs -Nailing, Spacing & Bracing -Plates -Sound 4ing Walls over Girders & Floor Nailing 42t Stop in Walls (rat proof) 4 R Slops: Furred Ced ngs-Stairs-Chases-Tub ------- ----. - ...'e.. . .. - -- -- ._ . . Headers &Beam -Size &Bearing ►ingle & Duplex) Date -FRAMING (Continued) 4 . Hangers -Post Caps -Anchors -Connectors _ r}fi� ng. Joist-Rftr. ties-Purlin—roof Brac-Truss-Shthng.-Rfng. ----�.epI ce Ties or Type A Flue -Fireplace Throat clearance 4ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdr Windows or Exiting Doors -Sill Hgt. & Dimensions ----------------- — — arage Fire Protection Framing 1 roperty Line Firewall & Openings St. Doors -One 3' -Check Garage -3rd Story, 2 Exits ------------- ----------------------------- 54/Slairs: Width -Headroom -Rise -Run -Landing -Fire Protection 1041ywood on Roof Overhang -Attic Vents -Rafter Outriggers 5 ding -Nailing Veneer-------------- _ -- -- ---- cco Mesh -Drip Screed -Fd. Vents-Underflr. Access --� ing Area -Glass Protection -Skylights -Plastic ar Walls: Nailing -Bolts ---. Insulation _Walls -Ceilings 60. Infiltration -Walls -Windows Date�( Card E �-� Date — Card B-1 7-L - - -' ----------------------- Date Card B-1 Date Card B-1 Date FIN fans) OK except h's 1. E Steps -Door &Sidelight Protection -Landings Sm ke Detector _ urnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection edr om Exiting G.F.I & Bath Fixtures & Tub Access -Spa - - - ---- -- -- -- ----------- 6 ec, [!m -i Subpanel: Breaker Sizes & Labels - - --------- --- ---- --- - ---- -- a rs Rails 6` re a or Stove: Clearances -Hearth lec Outlets at Wood Panel: Int. & Ext. 7 >iets Appliance; Grnd.-Air Gap -Cooking Clearance -- - Appliance: - - ir ------ -- 1 &Receptacles at Kit. Counter -- - -- 7 ear' Fire Door: Swing -Landing -Closer — - - - — — ---- -- -- -- -- -- - -- 7 C. 1 in Garage -Damper ..... -- ---------------------- 7 tr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In G age: Above Floor-Mech. Protection b ec. & Mech. Equip. Listed for Location Receptacles in Garage: (G.F.I )-Romex Protection In tion -Foam -Looked in Attic ❑ Yes --------------- 7 Guard Is &Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Cle ante Looked under Floor ❑ Yes ------------- P-ro—Ilowing instld�t Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: PI eters' ❑ Yes ❑ No ... .... ------------------------------- -- - StStucco: Brown -Finish d7 A Un t: D,sconnect. Electrical, Plumbing - Vents Above Roof: Plbg -Appliance-Fireplace.-Clearance to ------------------------- W ter Well; Disconnect, Electrical, Plumbing --- -- - d Exterior Elec»Trim: G.F.I. Receptacle -Underground enUlalion Throughout House GI 59' Protection -------------------------- d. rrecbons from Prev'10US ec Insptions u Test -Meters Tagged: Gas -Electric aten r & Sewer Conected-C/O to Grade -HD Approval t/^Energy plia Comnce Certificate -Other Certificates t)) I!/�r B-1 -- - Date ----- --- Card---- ----------- ( i/. 000 !!! ..Date --------------- -------- --------_ Dae . Date Card B-1 Date Card B_1 Date Card B-1 Date Card B-1 Comments at Final ril COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT Wn-lam ASSESSOR PARCEL NUMBER 064-470-004 ZONINGR2 475 0 BUILDING PER�VIl�2 •0 OWNER JIM HERNDON TELEPHONE 877-8237 SQ. FT. OCC. BUILDING VALUATION 2006 R-3 108 324.00 OWNERS MAILING ADDRESS 14128 n1 F MAGA A 520 U 9, 360.00 CONTRACTOR'S NAME G HARDINILING TELEPHONE 877-8237 102 C 1 326.00 464 UNF 15 776.00 COWRA TOADDRESS 5797 ACA ACORN RIDGE DR PARADISE 95969 Fireplace "ALL 1,500.00 CONSTRUCTION LENDER UNI WN Total Valuation Is 139 611.00 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 779.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 506.67 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 14285 WYCLIFF PERMITFEE $ 1,329.17 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 91 7.00 63.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 15.00 USEOFSTRUCTURE SF C5[ Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 15.00 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BDRM SF - Mobile Home S I G W @20.00 PERMITFEE 143.00 Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service OOOV OR LESS ( zoOA 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. 2�� OWN WILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ADDNS. ( 8 ACC. BLAS. ) SD. 3.50 FT. (98.41 NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS (8 SINGLE OUTLET CIR. ) Ex. Occup. (OUTLET OR FIXTURES) 20 @ 1.00 BAL 0 .SO Ex. Occup. (oFIXEt-Drs PES D.OEA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor 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. I 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' co pen ion ins rance carrier and policy number are: Carrier ,� �- MECHANICAL PERMIT Filing Fee 20.00 9 Heating 15.00 Cooling Hood Ventilation . 50 PERMITFEE $ 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.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. //�� X _ Date �--.-t� Signe aApplicant - ❑ w er X Contractor jQ Agent An permit is required f cavations over 60" deep and demolit' n or construction of structures over 3 stories in height./ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ V10,58 HAZ. D. FEE Azz FLOOD CDF AR pp HD 5SU This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have B ` Y PERMITEXPIRESON the applicable provisions Resolutions to do work been paid. ate (D eJ rReceiptNo. U - b . HITE-D.D.S.-B. D. CANARY -ASSESSOR PIN SPECTOR GOLDENROD -APPLICANT LOERKE INSULATION 8918560 j�px7nit NC1. ISVE ROY CFR'TIFICATION LOCATION DESCRIPTION OF INSULATION ROOF liaterial Thickness (inelies) EXTERIOR WALL Material FIBERGLASS BAITS 'Thickness(inches) z9f- A•.P. No. P.01 Brand Name Thermal Resistance (R Value)r,_ Brand Name SCIiUGLBR INT. 'l:hernial Resistance(R Value) _ f 3 CEILING Batt or Blanket Type FIBERGLA SS BATrS Brand Name SCHULLER INT. Thickness( inches) %o , Thermal Re#istance(R Value) --w Loose Fill Type FIBERGLASS BrInd Name SCI,ULLER INT. Minimum Thicknn(xnches) s" Number of bogs Wt. per bag 27 lb. Area covered(ft'. ) uu Thermal Resistance(R value)� �O FLOOR H;LEVATF.D Material FIBERGLASS BAITS Thickness(inches) 4, FLOOR, SLAT) Material� Thickness(inc ties) width (Inches) rOUNDATION Wtd-L Material _ Thickness (inches ) Brand Name SCHULLER INT. Thermal Resistance(R Value)/Q_1E Brand Name T69rcnal Resistance(R Value) Brand Name 9hezmal Resisrance(R Value)__ I hereby certify that the above insula tion was installed in tine above building in confozmance with the State of California Energy Requirements. Laerk"aulatipp Co. Inc. 499150 FIRM NAME/OW.HER STATE CONTRACTORS LICENSE NO. 30— 96 SIGNATURE OF INSTALLATION WLICATOR PATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attar-binents have been installed as . required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. 44 9 D I SIC-, . �c is , (0 C2 �- STATE CONT.RACTOR'S LICENSE NO. FIRIi NAMElOWNER (Please print) �. v �. OP Qr:.N tAL cONXRACTOTt a — D ..E {15 C—":rFjQ1�TE-MLLST .LIE._ON.-FII.R_ WTTIt. TRL_BUIILDING DE1?&kIw9r PRIOR TO FINAL— INSPECTION INA INSPECTION APPROVALODA COPY SIW.L BE POSTED WITHIN THE BUILDING January 1984 COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION . " 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER CXJC1,' a P. No. QGy-9-70'06q Proposed Building Use r- • WCb1ZtS-r`N Building Inspector U Date 0 0.0 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). .... 4192. . Fees horr��` a, a d manufacturer's installatio instructions, 2 sets. .......... . . Fees of$ 1(J�"t��� f' 1OR�7.2... .��. •.: Impact fees as shown on attached schedule.. California Department of Forestry plan approval/f s . .... .. /(7........ . 13- Flood elevation letter (100 year fl 9 by California gineer.................. 4. Sanitation and plot plan approval 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. .. A� 19. Driveway permit (construction approval required prior to occupancy). .. 9.4(71'L� Pre -inspection for Preansp Won reque�� required. . . to Building Inspector (Date) 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_). .......... . t 24. Recorded copy of Agricultural Acknowledgement Statement. �lQ 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 completed , and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ....................................... 32. Plan check list . ..................................................... .............. 33. 34. When you issue theermit, rocess as follows: M owner. Mail to contractor. _ X Telephone `"77'8 - and hold for pickup at fro U 1 + - office. Deliver with inspector. Other Parcel Creation Acreage Appli Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date 1 Copy of plans sent Health Dept. Fire Dept. Other Date By r The following data must be submitted ri r to pe m't issu nce: ( ircle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, Aas advised of above required data by _ phone -mail Cunt by _ Date Plans checked by Date -a(o-q Plans approved by Date Sets of'plans on hold in File cabinet AP folder Copy - Department of Public Works r 1( 1151; os 1.), 1'lot 11I:11i Auachcd Htinr flan Amicltcd Yi6.��� 11.1), TO: Building Department ' FROM: Environmental Health SUBJECT: Sanitation Clearance Owner / Location / "Ap# Plan. Approved for: Sewa-c Disposal v Water Supply: public: v priVatc Well 4 Clearance for bedroom, 1V liome. Other Hold final for: I=inal clearance O.K. for: NOTE: Environyenta Health peciali t 8/92 Ite > e COUNTY, OF BUTTE BUIL,DING'DIVISION DEPARTMENT..OFDEVELOPMENT 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 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please 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. In COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ----1 469 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 OWNER t z3r, PERMIT 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 h y questions pertaining to this matter, or need additional explanation, please Contac s office immediately. 0 v_S' l AL�9/� / COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 • � * '� �ps/tt ty ��...`w t .� ',,,,,,5! 4 +';�,�T,r'W �wf� rrf''k c4"3•�3 - . , OWNER • � t �. � �• ; �"'� � �,,. ' �.iJ f r� �� � A.P. #'�'ya`*w, f,��;��w r�#•{� t '3 '. xt ° X2(0 '�I7Q=nn �l • ,,. . _ - is - :t. t di'•. � s-. �S t"r lJw,fj K7`"'t 1.��'}:. c� T�' bis-tl �'S' f �i..:1•r•*��!'�g4 r4y �,t'I: PROPOSED BUILDING USE �� � ' ., ., � r �.} .,,},, ir•Jn s �:.� DATE ,=`,�'//" (//!/�t ^� �.h , ] ry j •rte f. M• � 1>,.+f+ >+u � A F� � t. 2 '+.7rCR ,.1. i. t �itfyc r�Y,e�,'•Eif ,c e�y`�."r c k _ s i } - •'f t- Pt .nL t fi r t} ' r....1 ..NAM �. � �. ���'"i�is3.f; ••, � � �J;d r + . ` �C+ %.+r...t{{r•C %c h"tZp`,• ,.��N `�' RE C hY DATE REC e t t ver, :•+� ��•rt- � 'r t� f { .- . �r .. 1 rv��C.`'r, W`'.i-•=4.., .31„w'r9-c.^) �i7Js�� �.,r��•��YL• ���2:� ��Lf�91' ' .�+�+,�.c,: � '�yrR`n' . ,+•' .. �• Y. •:" ;1 SCHOOL DISTRICTc r�� v. ...�v ,'s•.7 ter" zt% r. wrn tan 2 . n.tw r, Vis. ti t. (paid at District Office) M M r•i ti ' � z ,c r •., � t •r<i� -"' #y h �'�A• s�ra Z. '?�'.., •�t. L ...r t Z + a A. fSl* ar b'a. .t't 1•: ^i* $=':f 't r •ry !.�"'4�," ° ,i,,y' +. ( r'1�f A �t TK 'r7F .i f•t:.`t'Li'YJ.'ili'lih a+'•[:'"reYtAV . �� 1k '*{' . t'ar f. SHEIFF FEES (paid at Building Division)2 Residential Q��< n' S' r " '` g'y l f ,unit i r4iY amt..'t' i. s"�•-«a i rrT'y'•..c y, `� -. rr�.t..nf t -�o'�" low— 70 YYL'i p � � 1� r. •., •�.. ft.)r - ♦j r +.. <4'ir srt `��.f `-i .S �,fw�1 *�' <., ..f .r�•*y� gn `T �h +p '`, Comr�iercial (sq.. ;1 .. �t h%?''Z tn, t +.•_>x V, �$ ?1YiK.»< 1 i �.�.�Ktf{... 'a.r-_5 +1,�4 ,ext' Y4 ,+ } ` i .y{r t .r + - 2.:'�. yc Z } c pry r r-Shf.i:w'4 i } . 'h`°+sa•�t• >ut '"r+s• y� i ,�yuJ sx+. e�•+ 'i" a`is r ' y}. ,t y . s4t�u 1 rs r - , -- • - . ' ..... �ij i�jr.�L'+. \�,.7 r" 2 '-ti'-rrt � "jY �>"rx`r,act � 3++�r".y. li':gte,�{a, 'r 5t'Y• rr;. "�' M``�y,nt rP'v{. it�, r� s, n' �-f�e c'a5rtia c s43'�c.x"-F�i�A7,�,�.LTs°t,rT. tr a'ch tf`-�,�,�. f Jt'.'�_S .�°l�jSpt� B.�M!(tttJe�s i+;.. ,t��om."'t �-":•.��3 i#,.�rys�e.s�.¢ Adetti,,tR lV in VRWAN ARE (paid at Buildg Division);;r i•,ji.a„.?,zt:a. . j. = r 5rcr r � ]t v-. \ '+ _ � r,r i s. r c�.d'• 1 � �?�dxz"•i:^I••7"j y l,u, �f s h'�J1• s's r Residential (per unit). T a r _$ .X .i...r -r:]. .ri:a;tii� .fitJ ,-y ] .-.L.+•.a 7"ir"t�'i ;,ai.,� ci.,.•�c,-} 3. r. #units amt t, r � S ., t nd � ] � 3.• Zr , Commercial (sq. ft.). • v •� 'i $ Z.:+�. � {�+ � ZZ Firr �(�x ...t' t .crt ,b`.n.¢I, ,,., t ��� y . alai 2 a -S� ♦ } +r,,. , ,y c n�.; ♦ �. 1 i t �'Ir t 3'...� C k:•� n -.tC. « �'Sy n t y r y �.. '{ � �u♦.r � t,,.r .at' ' .. - _; _ r-ti� t -' ,0 ?'-'! ,d•.:�it* r� ♦:. r i-''�f � �' �,a t i •r y ,,[ 7nc�... t. .4 _r;� ra# •n_ �.. . .- .. '. = �"i.: - :'•,a .r. _t... .s yt! y. s a .err d{��,',�r�` r2 E! +.�`Q? r „rl ,,A 2^ �'`s`?<F.? � +•'. tiTy4��-. _." „ _,t .y` +.t{t �+ Gy. d}.Y 4•''�� Y• 1 �.,.�" tr ���iJt1<w.+I,.iHr ,v � � L +tea wL �d..�s o^rr ` aY+�. �„ey,��• � • -.- 4. , < <RECREATION DISTRICT FEES -' ��•�" a rF 3� i r"t 4 �A'•{ t ,u � +a.l. yN� f i, (paid at District Office) ;�;� �. 7 ..".� ' ;•- r r,''",,t{ x 'r RISTRICT FEES 5. TMEMALTTO DRAINAGE ' D $400.00 (paid at Building Division)71,' •1 � � Y Sri t 4.. ' _ t .;_ r... •• '� •'' r 1.: i•r�Yy7-r� iT T. � P ..4 ya �ii,]r rid.'. •S <•.... ... .. ..-„ ,.fie...- va iR e.. � ,�'k t :,.d,., 6. SRA FIRE INSPECTION AND PLAN CHECK y �5 $89.00 (paid at Building Division) err S .k.. �:. � � c� '• ,A.T•f .. ' ,i-„ '.. y : � •C a 'S�L. 1 � 1' i.\ n ]y t �,ti �. t•' - c ., ,+ rr« r . � � rt � .,:C '1." .i` r'zti i:( `!i 1 /," c t-F�;h,1x sr " .fit-S:dw jyFh�•r. • ti 4 K r �. tL a t r t�• C� u y- t 3 �tiyl 7�_.i• 7., - WATER TENDER FEES r (BATTALION # ' i t t'C •,> t'�i .,1i{:'' T+')°` , 1 �,- a >... '�.- �� F�. $200.00 (paid at Building Division) t 8. CSA 87 TRAFFIC FEE ,• ~ tFA 7 f- T •C�.o.. "� �!.''... '."� s.�, .. ^ ro- r aki �"' L.' +•.. r �4nS F J Jc w /�/� $2500.00 (paid at Building Division) N + 9 7 t `''• t,{.. t . c `r r ,�`a , L t ;2. o .1 rt +r � 21.. t' n i-rt=��`�5 f��} Z'''a a � � � •.i, .'"� `,y . ' OTHER rrt as p vim+ fi V t+ { •c�� �I L4'Srx ' , "9 { x �taJJ zt«r i y •-1, 'Y �i.� L .�.,.,,�'? .n r t lst° `Y t'••Q t � i "2. 3.: .•S. 4•"1"'+'i`�. w-t..+� .t,r.'.tiE,�cS:k .r ci4� . s.• ... � ^.,-i-?_;..Z r� 7s•urt +;E,t�'" �':#a.; ,.., �, n �... �a.y� .i z... � a•..• _ _ .ez.,�it` �f•. .t�<1CSP.�tYe�>,r.'�CtT•.;=,,tom'. At time of permit application, I was advised the above fees are required to be paidpriorto issuance Aof the permit. - u S s APPLIC.DATE 4 i ,r,< L. .i.'S.,>h r... t -y riS1,. y .C'r-]•._: ' � � t � +• v?"fir i• ..�'� ^'} � t - jZENRECORDED MAIL TO: MR. & MRS. JAMES HERNDON 6277 HARTNEL COURT MAGALIA, CA 95954 `,; = v L _T; Tis _ sscRa,V C -U., A SPAM A20VE THIS LINE FOR RECOAOEA S. USFX, MAIL TAX STATEMENTS TO: DOCUMENTARY TRANSFER TAX -- -� �• �� Computed on the oansideration or value or properly conveye4 OR SAME AS ABOVE _ ComWed an Ere consideration or value test. Gens or encumbrances AP 064-470-004 remaining at tims of $$I -- Signature of ste.Signature.of Declarant or Agent determining tax - Frm Name GRANT 'DEED FOR A VALUABLE CONSIDERATION, receipt of which is heresy acknowledged, VIVIAN M. NELSON, AN UNMARRIED WOMAN hereby GRANT(S) to JAMES HERNDON AND DONNA HERNDON, HUSBAND AND WIFE AS the real property in the unincorporated area Counry of BUTTE' as SEE ATTACHED LEGAL DESCRIPTION ' Dated May 22 1 Q09 STATE & CAUFORNiA }}ss, COUNTY OF E[SI M } - Cr3�6 On betre m ViSaGCSSE Personalty appeared VIVIAN M. NE S:N--- Personally known to me (or proved to rce on the basis.of sabstactory evidence) t0 be the perSon(s). whose name(5) Ware Subscribbed to the' within instrument and acknowledged to me that !ie/she(they executed the sante in hWher/their authorized capacity(ies), and that by his/her/:heir signature(s) on the instrument the parson(s). or the antfty upon t;ehaff of w'iich the persons) acted, executed the irstrurnent MTNESS my hand an olficat sea). Signature- ....... ignatur - Join avis , Sta*e of Califomia. described t =rrtnmgtp tt nutsttttttrrrnuttrtta t ttutt µrt rt a rrrutueu urn i OFPQCiAt SEAL co : ' VICKI WtosSE NOTARY PU911C _ CALIFORNIA r, Q COUNTY OF BI; T-rg sa My ComrMISSIOn Expires June 27, t 997 illtrutrrrtttltimsrtiat3trtinretrrnntr:r uorunr!autfsr r::w J e i Y r 'JIM HARDING, JR. CONSTRUCTION 5797 ACORN RIDGE DRIVE PARADISE, CA, 95969 916-877-8237 * LICENSE NO. 452166 Date I hereby give JIM HARDING, JR. CONSTRUCTION, permission as my authorized agent • ' to submit for any, necessary permits pertaining to the construction of my home identified as: /S/a7fs S vVYCzrF� hLY OWiqtR O R .. �' �_'., •,,.. �:;r, �:.i;, tii.:..y.-.. .,�-.a-<r,..r.:F �"".-�'": rti..<'�"'o . '•S.ri... �"n4,ty,�Yi";h,l"'Y.,,:.`�; �-s+K.w.m �..,,-w..: � ^c:..r7 � ,"'--; .: � BUTTE' COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) V School District Q--+�-d�11l�c..� Building Department No. A.P. Numbereix)/ " / -70-0 7 Jurisdiction: ; � City F)(] County Property Owner Property Location/Address Subdivison Residential Development No. of hiving MHI Units Commercial/Industrial New Building Department Representative Lot No. Sq. Footage 2- 417 0 - Addition (Group R) ..= Sq. Footage Addition (Floor Plans reviewed by School District Personnel) District Identification No. School District certifies that ress) 10 Date (Including Exterior Roofed Areas) (Applicant) P7 ;7-g ,;� 3 % (Phone Number) 9 �7 (City) (State) (Zip Code) €3 �� 3�el�--3Z has complied with the requirements of Resolution No. by payment of $ 7 rl ®• d 6 ✓A 3'iS representing O� ��o square feet. 17-41T.. Paid by Check # Bank Number Paid by Cash rese Remarks AB 2926 $ ' FULL MITIGATION $ Date 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 (11/94)dmm Return ro: Building Division Section 26-8.1 of the Butte County Code requires this acitoowledgcment be =orded prior to issues of a building pest. ne property described herein is adjacent to land or included vv� .r F 19 96 within an area zoned for agricultural purposm and residents of this* property may be subject to or 9x'0267 ` discomfort arising from the use of agdatlaral chemicals, _ S including, but not limited to herbicides, pesticides, and fertilizers: and from the pursuit of ' agricultural operations including, but not limited to cultivation, plowing, spraying, priming, and harvesting which ' Ocasionally generate dust,smolw. noise, and odor. Butte County lies established agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvcnic= or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: PARCEL I: LOT 109, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 6 11, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 26, 1970, IN BOOK 35*OF MAPS, AT PAGE(S) 92, 93 AND 94. CERTIFICATE OF CORRECTION RECORDED DECEMBER 2, 1970, IN BOOK 1648, PAGE 3, OFFICAL 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. Date: 7-8=96 P PERTY OWNERS• _ f JAMES R. HERNDON DONNA J. State of California ) County of BUrrE ) On 7-8-"% before me, VICKI GROSSE personally appeared JAMES R., HERNDON AND DONNA J. HERND --- 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/thea- signatures) -on the instrument, the persou(s), or the entity upon behalf of which the . j awuuunlluuuuuuuuuuuuuuuuuuununuonnnnul. person(s) acted, executed the instrument. s WI'T'NESS my hand and official seal. offl SEAL - ' N 'w� VICKI GROSSE D r Q NOTARY PUPLIC -CALIFORNIA (n Q COUNTY OF euTTE /_,/� l/.� Seal: x My Commission Expires June 27,1997 = Signature G _ - A.P. # LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. 96 /1� S. tom) t u t'j I /knl i OWNERS A.P. NAME: NUMBER: COUNTY ZONING DESIGNATION: Z• FLOOD ZONE: X . r FLOOD MAP: ,So APPROVED: CONDITIONALLY APPROVED`. RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP f DEED INFORMATION: DATE OF. CREATION: r DEED REFERENCE: ' LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO `COMMENTS/CONDITIONS: MAP INFORMATION DATE OF RECORDING 21!o O LOT I'd �% - . Bq/ OOK 3 S PAGE — g COMPLIANCE' I H OLD SUBDIV SION LOT ORDINANCE'REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): W YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW:.. A. Construct road to B. Meet parcel 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 Z� ft.building setback from right-of-way/ce• A-erline of W 'f C L- w A -Y 3. Maintain a 100 ft. leachfield. setback from all existing v'vells. 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.C. 4290. _ 7. Connect to a public water supply. 8. Connect to a public sewer systema _ 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 of 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 Planning Division. _ 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. 3S M'J3 Folz OF' 76SEme- rs 21 22 23 24 25. RECEIVE® JUN 18 1996 LAND DEVELOP � ENTr)IV LD 9/95 . CAVVP51\FORMS.K\BLDGPERM.CLR RESIDENTIAL PLAN CHECKING GUIDE SNGLE FAIMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: ►'n Z-7 ern O(Oh BUILDINGPERMITNUMBER: PLAN CHECKER: A P. NUMBER: 0(o zl - /-/70 00 - GENERAL: -/ Zoning requirements: (side yards and number of permitted living units). /Z. Valuation �.. Plans signed by designer. ,4--" Proper description of work on application. Existing violations on property. ® Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). ; Recorded notice of violation. PLOT PLAN: .l " Complete parcel size and dimensions. - Setbacks, side yards, easements,.etc. 13! - Other buildings or structures. Grading, fills and/or drainage. Flood hazard 66 Special conditions on creation map (Noise, SR -A-, Fire Sprinklers, Water Tender, Trees, etc.). 1 F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: X' / Complete to scale plan with dimensions. xRequired windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). GIazing in Hazardous Locations (Section 2406). . ,6� Required room sizes, ceiling heights (Section 310.6). 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. k(i Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). 1.2! Fireplace and wood stove location, alcoves and clearance. J,3' Smoke detectors (Section 310.9.1). W. Plumbing fixtures, water closet clearances and shower size. S -T RU, CTURAL DETAILS: ' Conventional Construction - Uusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.1 .3). iY Clerestory requiring balloonFa—ming and/or engineering. f1! Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. 6 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.— CC)nvjl�c� `^6 Rafter ties or bearing ridge beam. . Fireplace construction details and calc. if necessary. 11. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. 1 Retaining walls requiring design. Special Inspection requirements. JANUARY 1996 3.2 MISCELLANEOUS ITEMS TO LOOK OUT FOR: - ,d! Stairway details: landings, rise and rim, head clearance, handrails (Section 1006). Z.' Guardrail details (Section 509). �! Brick or stone veneer (Section 1403). ® Exterior plaster - weep screeds (Section 2506). At Proper roof pitch for roof covering (Section 1501). ,6' Roof covering type - (fire hazard). �?! Foam insulation - protection. ,Ir 36- halls and stairways. K 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). X. Underfloor access and ventilation (Section 2317.7). 12. Attic access and ventilation (Section 1505). (=3 ComSustion air for fuel burning appliances - L.P.G.-requirements. Noise requirements on duplexes. 15 )Energy design. - 16.. Flashing at all exterior openings. 17. C.D.F. responsible area requirements. JANUARY 1996 3.3 LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ,;:; L•e. f:...::•.�••;'„.;: _•.•• 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 _ 6/27/96 JIM,HERNDON .14285 .VYCLIFF` MAGALIA, CA. 95954 Re: -B.P. #96-1236 A.P.# 064-470=004 - - . With reference .to the above subject, attached is:,::. [ X] Plan Check List �[ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action'Required: L J Comply With Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and'Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, MARTHA WHITNEY - PLAN CHECKER CC: JIM HARDING JR pumft AppE=nc JIM HERNDON permit dumber: 96-1236 Auenvr pucd Number. 064-470-004 Dui 6/27/96 -7s� ebow rajerm�csd bui&Ev . plus were rg*ewed by this a,�%e Provide tio�al imfarmetlat and/or make revisions to p1=4 spegfrcadons and eakul as jbllawx PROVIDE ELE.VATION VIEWS MISSING FROM PLAN - REAR & NORTH. PROVIDE MANUFACTURES INFORMATION OR ICBO EVALUATION_NUMBER".FOR ALL LAPSIDING & 'TP_INN.ERSEAL SIDING". FEES'WERE F.TGURED INCORRECTLY FOR THIS STRUCTURE, INCLUDING SCHOOL FEES. CORRECT SQUARE -FOOTAGE -FOR SCHOOL FEES IS_2470 SQUARE FEE. NEW FORM IS .INCLUDED WITH"THIS PLAN CHECK LETTER. /� PROVIDE LOCATION OF FAU/AC. PROVIDE GARAGE DOOR HEADER•SIZE. 0. .STRUCTURAL REVIEW HAS NOT BEEN COMPLETED AT THIS TIME. AFTER REVIEW WE L WILL CONTACT YOU REGARDING ANY QUESTIONS OR CORRECTIONS. If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 PM.. and 4:00 P.M., Monday through Thursday. MARTHA WHITNEY - PLAN CHECKER CC: JIM HARDING JR 5797 ACORN RIDGE DR PARADISE, CA 95969 f :'_• tea. - ,� Lfi, �.e^�,�--.. , • ®un LAND OF NATURAL WEALTH AND BEA•U.TY •. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES. J1T11 Herndon 7 COUNTY: CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 C/OzJ1T H�aLding,�Jr TELEPHONE: (916) 538-7541 , 5797 Acorn�Rldge=Drives FAX: (916) 538-2140 P,�se�C► X959.69 '. Re: 3 Bedroom Single Family Residence Date`;7/10/96 A.P. No. 064-470-004 Permit #96-1236• With reference to the above sub-ect, attached is'•. [x] Plan Check List [ ] Red Marked Calculations , [ ] Red Marked Plans [ ] Other: . Action Required: [x] Complywith plan check list [x] Resubmit Plans with.revisions as necessary [x] Resubmit calculations with revisions as requested 2 ePI as { ] Return originally submitted material Should you have any questions; don't hesitate to contact,me at (916) 5384541 Monday through . Thursday.',, Sincerely, ;. . -George R. Kellogg Plan Check Engineer cc: Jim Herildo j 14285 Wycliff . Magalia, CA Jeff Richelieu s . ngineering .20 Declaration Drive Chico, CA 95926 Permit Applicant: Jim Herndeon PLAN CHECK LIST. Date: 7/10/96 Permit #96-1236 Plans for the above referenced pro' ect were reviewed by this office. Pleas6 provide additional information and/or make revisions to 'tans, specifications, or cal6iilat'ions as follows: p Lateral bracing along Line C does not meet -conventional bracing requirements (Inner Seal OSB Lap Siding is not an alternative to bracing requirements specified in the " Ob Uniform Building Code per Report # NER- 124). Provide a- lateral force resisting system which meets the requirements of the Uniform Building Code. ze A Note on sheet 2 of the plans refers to S as respresenting a 4' shear panel.. Does this refer to a engineered shear wall or conventional braced wall per Section 2323.11.3 of the Uniform Building Code. If the intention is to use gypsum board braced walls (per Section 2326.11.3.5) the code calls for a minimum length of 8' unless the gypsum board is i on both sides of the wall. Clarify your intent for Braced Wall Type "X' on the plans and the length proposed. Where gypsum board braced walls must be doubled to qualify for conventional framing, provide calculations or an engineering argument which shows their adequacy to resist code induced forces. Include effects of snow load. Please explain snow load used in the calculations was obtained, Grade 60 steel was used in the calculations for the 5' retaining wall. What grade is to be used in Retaining Wall detail "A"? Provide location of FAU/AC. V P z � dl C�v��. o.na� 'S��cAGes�` .�so.1\, pa�1�\5w�,c�. �'��' �`\l�-•� ?Unc\S Q.e�'S �4 �n,l�tn� ,e�e�,1 ti0`�\G�-c� �r1e��\ �G�ti� pe.r Viii G. kA) ✓�r��nS a S`'"Pn �� }n be. �'�' G �. SLc_. Z.3 _ \1.7 94%rVylk5 kc) \Or- , ��•��u s � �' �c . �...� s io �� rt-�c� oc�� q�r }�► c,�' -�-� e;�c e u.��ec� \ �� ter^ ° c,n, �a� Vic.. � �a Cu�9• �- � ��,L �c�cX": �.�', i„�,,f�•c.r �© I Ste- � -.�� °�'tt..x 1\ r �� ISI h�T� NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95926 (916) 893-1600, FAX (916) 893-2113 REVISED STRUCTURAL CALCULATIONS PROJECT NFi[LNDON -r-,; 45,21 DFiKLI JOB NO. ZD LOCATION e� kJ(Yi L IFE I, J AY DATE CODES: Uniform -Building Code, 1994 Edition RISC, 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 180.0 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller poF� sro,V� A-615 Grade 60 for #5 and larger M. RIC Structural Steel : , ASTM A-36 Steel Pipe.: ASTM A53 Grade B ' Steel Tubing: ASTM A500 Grade A or B. �•' C055a0 1` Machine Bolts, Anchor Bolts: ASTM A307 Grade A ood Connectors: Simpson Strong-Tie.or.equal. nA. a Wood: Light Framing: Const Grade -Douglas Fir Struct Lt Framing: #2 Grade D..F. e Joists & Planks:. #2 Grade D.F: Beams & Stringers:- #1 Grade D.F. CLi / 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: 4'0 psf Floor Live Load: 4 o psf Seismic Zone 3 Wind Speed: %15 .mph Exposure: Method 2 used unless otherwise noted.. Allowable Soil Bearing (psf) I� b,wOII ARE SPECIAL INSPECTIONS REQUIRED ? Iy 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 4- w NorthStar BY: DATE:�I q - ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 JOB NO -. 5 % ZO PAGE 2 OF Civil Engineers • Planners • Surveyors 916-893-1600 _ .,z,4,,.-•:,, :,:,:...: >._,.., ;:, <L�v 7- IC -'q Re,V. -7- 177 PARTIAL LAT•=,,-- KAL F2 L-�, f �J P- ETAIIJI�-J� IjAL P�115I C��1 P-AVI TY Ro�F Go p. Raor Roo= FPM�l%. �, o 20-F 25op1ELEIr5 .-7,000 2 O. - T L s 4.0 PGF ) w BY: JM R- :. NorthStar DATE: %�.� 20 DECLARATION DRIVE JOB NO: `j 72 0 :. ENGINEERING CHICO, CALIFORNIA 95926 PAGE � OF Civil Engineers •Planners • Surveyors 91 1600 NORTHSTAR ENGINEERING 20 Declaration Drive Chico, .CA 95926 (916)'893-1600 FAX (916) 893-2113 REVISED STRUCTURAL CALCULATIONS PROJECT H P�_Zt-y P©i £ T% i tJC {i JOB NO.' S %Z LOCATION 14 ( 2� h YG L I I I J A lY DATE. 7 - 15-1 �4 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: ESSRIO,�VgOF�4�C C C 00a 5359 _ Concrete: f'c 2500 psi @ 28 Days Masonry: f'm = 1500 psi Mortar: f'c = 1800 psi, Type -I'S" Grout : f' c = 2500 psi- @' 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller P.-615 Grade 60. for #5 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-Tieror:equal. Wood: Light Framing: Const Grade.Douglas-Fir IStruct Lt Framing: #2. Grade D..F. 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: q0 psf Seismic. Zone — . 'Wind Speed: mph Exposure: 5 Method 2 used unless otherwise noted. Allowable Soil Bearing (psf ) 160 ARE SPECIAL INSPECTIONS REQUIRED. ? Iy 0 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 7 NorthS BY: Y�I II`� :. tar DATE: (ol q (� 20 DECLARATION DRIVE ENGINEERING cHlco, CALIFORNIA 95926 JOB NO: 5-77-0 916-893.1600 PAGE 2 OF Civil Engineers • Planners • Surveyors ALP, E V 7-IC2- 1 !o PARTIAL : LA`rE,7RAL P --2.I. P TAIfJ.li J (� hJAt;�-- DISI C� IZoOF, , C-O[!IP. P' oor 12 Resor FN1N SG, I, D� 2500�ELEy,-7-000 1 4.0 L 20+ 2s = . q -a, o T s. 4.a �s NORTHSTAR TITLE: HERNDON RESIDENCE ENGINEERING DESCR: 5' RETAINING WALL 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 JOB #: 5720 BY:JMR @ .17/15/96 916-893-1600 0 fZ F� ------------------------------------- ------------------------------------ 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 = O psf Surcharge over Toe = 0.0 psf Backfill Slope = 0.0:1 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 [+/-j = 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 - 1:25 ft Key Depth = 12.00 in Total Width 2.50 ft Key Width _ 12.00 in Thickness = 12.00 in Key Dist. to Toe = 1.000 ft Pressure @ Toe = 1,0.91 psf Factors of Safety: Pressure @ Heel = 105 psf Overturning = 2.26:-:1 Allowable Press. = 1,500 psf Sliding _ 1.66 :1 Eccentricity _ 4.12 in Resultant Within Middle Third 1-Way Shear @ Toe = 6.2 psi Allowable Shear = 85.00` psi 1=Way Shear @ Heel = 0.0 psi ----------------------------- SLIDING CHECK------- Ftg/Soil Friction = 0.250 Lateral Pressure = 525.0 # Soil @ Toe Not Used = 0.00--in (-)Passive Pressure = 500..0 # Factor of Safety = 1.66 (-) Friction = 374..0'#. Addll Force Req'd = 0 # ---------------------------- FOOTING DESIGN------------------------------ ---Toe--- --Heel-- f1c = 2 500 i ACI 9.1 Pressure = 1,528 148 psf Fy = 40 000 ps' Mu�- Upward = 1,014 43 ft-# Using SP @ Heel Ye Mu - Downward = 164 167 ft-# -------- Rebar Choices-------- Mu - Design = 850 123 ft-# -- Toe -- -- Heel -- One-way-Shear: #4 @ 13.07 in 11.70 in vu = 6.20 0.00 psi #5 @ 20.26 in 18.13 in vn=2(f'c)1/2*.8.5= 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 = 13.1 1.5 #9 @ 48.00 in 48.00 in Min. Rebar Ratio = 0.0018 #10 @ 48.00 in 48.00 in NORTHSTAR ft TITLE: HERNDON RESIDENCE # ENGINEERING ft-# DESCR: 5' RETAINING WALL 2.00 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 JOB #: 5720 BY:JMR. @ 7/15/96 916-893-1600 709. RetainPRO(tm) 2D (C)1'989-92 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. = 5.00 0.00 ft WALL TYPE ABOVE HT. :Concrete Concrete.. Thickness (nominal) = 8.00 8.00 in Rebar Size = # 4 # 4 0 Rebar Spacing = 18.00 18.00 in Rebar Placed at Edge Edge 0.00 DESIGN DATA ............................:................. 0 0.00 fb/Fb + fa/Fa = 0.000 0.432 Lateral Load @ Ht. _. 0 .638 # MOMENT..... Allowable = 2,458 2,458 ft-# Actual = 0 1,063 ft-# SHEAR...... Allowable = 85.00 85.00 psi Actual = 0.00 6.82 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 ----------------------- 1-.Overturning ,Moments. 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-# 5.40 2.00 1,080 321 2.21 709. -15 0.33 -5' 0 0-00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00, 0 0 0 0.00 0 0 0.00 0 650 1.58 1,029 0 0.00 0 375 1.25 150 1.50 0 0.00 Active Press. --------- - - - - - - - ---- - - - - - - TOTALS = 525 1,.075 1,496 !--->> Distances from front edge of footing bottom (not key) 469 225 0 2,431 NORTHSTAR TITLE: HERNDON RESIDENCE ENGINEERING DESCR,: 5' RETAINING WALL 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 JOB #: 5720_ BY:JMR @ 7/15/96 916-893-1600Q--1zCIV ----------------- ----- �] ICS_ l ----- ------- -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 = 0.0:1 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 +) = O.00.in On Stem Above Soil = 0.00 psf Footing Width (perp) = 0.00 ft Ftg. CL to Wall = 0.00 ft Add11 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 = 1.25 ft Key Depth = 12..00 in Total Width = 2.50 ft Key Width = 12.00 in Thickness = 12.00 in Key Dist. to Toe = 1.000 ft ________________________ SUMMARY Pressure @ Toe = 1,219 psf" Factors of Safety: Pressure @ Heel = 1,257 psf Overturning = 2.85 :1 Allowable Press. = 1,500 psf Sliding = 1.86 :1 Eccentricity = 0.08 in Resultant Within Middle Third 1 -Way Shear @ Toe = 8.7 psi Allowable Shear = 85.00 psi 1 -Way Shear @ Heel = 0.0 psi ------------------------------ SLIDING CHECK----------- Ftg/Soil Friction = 0.250 Lateral Pressure = 525.0 # Soil @ Toe Not Used = 0.00 in (-)Passive .Pressure = 500.0 # Factor of Safety = 1.86 (-).Friction = 474.0 # Add'1 Force Req'd = 0 # --------------------- - ------ FOOTING DESIGN ---------- --------------------- -.--Toe--- --Heel-- f'c = 2 5 ACI 9.1 Pressure = 1,849 1,907" psf Fy. = 40,000 ps Mu - Upward = 1,452 325 ft-# Using SP @ Heel Ye Mu - Downward = 164 167 ft-# -------- Rebar Choices -------- Mu:- Design = 1,288 159 ft-# -- Toe -- -- Heel -- One-Way Shear: #4 @ 13.07 in 11.70 in vu = 8.74 0.00 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 = 19.8 2.0 #9 @ 48.00 in 48.00 in Min. Rebar Ratio= 0.0018 #10 @ 48.00.in 48.00 in 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 0 .0.00 0 0 0.00 0 0.00 cove Press. - - - - - - - -- TOTALS = 525 !---» Distances from front-edge.of 0 0 0 0 0.00 0 0 I0' HSTAR 0. TITLE: HERNDON RESIDENCE 0.00 ENGINEERING 0 DESCR: 5' RETAINING WALL 0 20 DECLARATION DRIVE 0.00 - .400 CHICO, CALIFORNIA 95926 633 JOB #: 5720 BY:JMR @: 7/15/96 916-893-1600 RetainPRO(tm) 2D (C)1989-92-ENERCALC -----=--------------------------- STEM DESIGN ----------------.------------------ values shown for concrete stems) Pg 2 of.2. .(Factored <=------------- Stem Designs --------------> Stem Construction Data < At Various Heights Above Ftg.. > ----------------------------------------------------------------------- DESIGN HT. ABOVE FTG. = 5.00 0:00 ft WALL TYPE ABOVE HT.- :Concrete Concrete Thickness (nominal) = 8.00, 8.00 in Rebar Size = # 4 # 4 Rebar Spacing = 18.00 18.00-- in Rebar Placed at' Edge Edge DESIGNDATA............................................................... fb/Fb + fa/Fa = 0.000 0.432 Lateral Load @ Ht. = 0 .638 # MOMENT..... Allowable = 2,458 2,458. ft-# Actual = 0 1,063 ft-# SHEAR...... Allowable = 85.00 85.,00 psi Actual = .0.00 6.82 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 -.1 Origin of Forcer # ft ft-# # ft ft--# Heel Active'Press. _ 540 2.00 1.,080 Soil over Heel _ 321 2.21 709 Toe Active Press. _ -15 0.33 -5 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 0 .0.00 0 0 0.00 0 0.00 cove Press. - - - - - - - -- TOTALS = 525 !---» Distances from front-edge.of 0 0 0 0 0.00 0 0 0.00 0. 0 0.00 0 0 0.00 0 0 0.00 0. .400 1.58 633 650 1.58 0 375 1.25 150 1.50 0 0.00 1,075 1,89.6 footing bottom (not key) 1;029 469- 225 0 3.,.065 NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95926 (916) 893-1600 FAX (916) 893-2113 L STRUCTURAL CALCULATIONS PROJECT I'I�i�1�1�iN Res �p�i�) JOB NO. 2v LOCATION I I Z 8 �G L I r VJ AT' DATE 6- 5- 9 �D 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 4g0FESSIo j,4 A-615 Grade 60 for # 5 and larger Qtio �� M• Rrc l Structural Steel : ASTM A-36 �A'r �� Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B C035"0 'Machine Bolts, Anchor Bolts: ASTM A307 Grade A E </J/ 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 ?qr� CIVIL `�` 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 Loa d:A0 psf Floor Live Load: 4 psf Seismic Zone Wind Speed: �� mph. Exposure:' E3 Method 2 used unless otherwise noted. Allowable Soil Bearing (psf) 14�; O0 ARE SPECIAL INSPECTIONS REQUIRED ? GENERAL: Any structural or non-structural items that are not specifically addressed in the following cal.culations 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 2 f BY: �{ I NwthStar :. T �� 20'DECLARATION DRIVE JOB No: 57 7 DATE. (o ENGINEERING CHICO, CALIFORNIA 95926 Zp � � - PAGE 2 OF Civil Engineers •Planners •Surveyors916-893-1600 ._ BY: J NorthStar, <i t,l,_, r ,' DATE. <v ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 JOBNO: S7Zo PAGE 3 of Civil Engineers • Planners *Surveyors 916-893 1600 Q�.TERI''il�l L.�AFD� ��"��NIt�� 1•:.1 �1.-L�j F F -o N T: of 140 L4 L I �F. GA LGA_ o N P 6.• STNF-.�} 8 AG-j� P-ooF �2412� • ash _ •�� DE-�-TAIL- /J 4PO 'FEE SS I pN�L BY: R hSi*� O Vi. IC J 4w � R �i\20'�DECLARATION DRIVE DATE:(y <o ENGINEERING CALIFORNIA 95926 JOB NO: 72 Q a C 05350 916-893-1600 PAGE ¢ OF Civil Engineers • Planners • SurveyorsVV T CI V IL - • — - •—• -- – NORTHSTAR TITLE: HERNDON RESIDENCE ENGINEERING DESCR: 5' RETAINING WALL 20 DECLARATION DRIVE( CHICO, CALIFORNIA 95926. _ JOB #: 5720 BY:JMR @ 6/05/96 916-893-1600 RetainPRO(tm) 2D (C)1989-92 ENERCALC -- -- ------------------------------------------------------------------------- P CANTILEVERED RETAINING WALL DESIGN' Pg1 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 = O plf .....Slope Active = O.O.psf ...Ecc. (Toe side-+) = 0.00 in .....Max. Active 0 psf Surcharge.over Toe = 0.0 psf Backfill Slope. = 0.0:1 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 FOOT.ING -------- ------ 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'l 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 = 1.25 ft Key Depth _ 12.00 in Total Width _ 2.50 ft Key Width = .12.00 in Thickness = 12.00 in Key Dist. to Toe = 1.000 ft. SUMMARY=_______________________________ Pressure @ Toe = 1,091 psf' Factors of Safety: Pressure @ Heel = 105 psf.. Overturning = 2.26 :1 Allowable Press. = 1,500 psf Sliding = 1.66 :1 Eccentricity = 4.12 in Resultant Within Middle Third 1-Way Shear @ Toe = 6.2 psi Allowable Shear = 85.00 psi 1-way Shear @ Heel = 0.0 psi ----------------------------- SLIDING ----- CHECK ------------------------------ Ftg/Soil Friction Ftg/Soil ='0.250 Lateral Pressure = 525..0 # Soil @ Toe Not Used =. 0.00 in (-)Passive Pressure = 500.0 # Factor of Safety _. 1.66 (-)Friction = 374.0 # Add'1 Force Req'd 0 # ---------------------------- FOOTING DESIGN ------------------------------ --- Toe --- --Heel-- f1c = 2,500 psi ACI 9.1 Pressure = 1,528 148 psf Fy = 60,000 psi Mu - Upward = 43 ft-# Using SP @Heel Yes. Mu - Downward .1,014 164 167 ft-# --------- Rebar Choices -------- Mu - Design = 850 123 ft-# -- Toe -- -- Heel -- One-Way Shear: #4 @ 13.07 in 11.70 in- vu = 6.20 0.00 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 = 13.1 1.5 #9 @ 48.00 in 48.00 in Min.-Rebar Ratio = 0.0018 #10 @ 48.00 in 48.00 in NORTHSTAR TITLE: HERNDON.RESIDENCE ENGINEERING DESCR: 5' RETAINING WALL 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 JOB #: 5720 BY:JMR @, 6/05/9.6 916-893-1600 P RetainPRO(tm) 2D (C)1989-92 ENERCALC ------------ -- =1-------------.-- 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. :Concrete Concrete Thickness (nominal) _ 8.00 8.00 in Rebar Size = # 4 # 4 Rebar-Spacing _ 18.00 18. 00 in Rebar Placed.at Edge Edge DESIGN .DATA ........................ ................................ fb/Fb + fa/Fa _ 0.000 0.432 Lateral Load @ Ht. = 0 638 # MOMENT..... Allowable = 2,458 2,458 ft-# Actual = 0 1,063 ft-# SHEAR:..... Allowable _ -85.00 85.00 psi Actual = 0.00 6.82 psi .Embedment Length Req'd = 12.00 6.00 Wall Weight = 100.0 100..0 ps.f Rebar Depth _ 6.25 6.25 in MASONRY DATA................ ............. ....... .............. ..... f1m = psi FS = psi Grouting Special Inspection n : Es / Em, _ Short Term Increase = CONCRETE DATA......... ...................... ................... . f1c = 2,500 2,500 psi Fy = 40,000 40,000 psi ------------------------- SUMMARY OF FORCES & MOMENTS -=-------------------- �- Overturning, Moments .,Resisting Moments. Origin of�Force: # ft ft-,# # ft ft-# Heel.-Active.Press. = 540 2.00 .1, 080 Soil over Heel = .321 2.21 709 Toe Active Press. _ -15 0.33 -5 Boil over-Toe = 0 0.00 0 Sloped Soil @ Heel = 0 0.00 0, Adjacent Ftg . Load = 0 0.00 0. 0 0_00 0 Surcharge.@ Heel = 0 0.00 0: Surcharge:@ Toe _ 0 0.00 0 0 0:00 0 Axial Load on .Wall = 0 0 0.00 - 0' Load @ Proj. Wall _ 0 0.00 0 Averaged Stem Wts. = 650 1.58 1,029. Added Lateral Load 0 0.00 0 Footing Weight = 375 1.25 469, Key Weight = .150 1.50 225 Vert. Componant of = 0 0.00 0 Active Press. .--------- --------- -------- --------- TOTALS _ 525 1,075 1,496. 2,431 !---» Distances from front edge of footing bottom (not key) NORTHSTAR TITLE: HERNDON RESIDENCE ENGINEERING DESCR: 5' RETAINING WALL 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 JOB #: 5720 BY:JMR @ 6/05/96 916-893-1600 RetainPRO(tm) 2D (C)1989-92 ENERCALC ------------------------ ------------------------------------------------------- P �, -7 i CANTILEVERED RETAINING WALL DESIGN Pg1 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 Backfill Slope = 0.0:1 Surcharge over Heel = 0.0 psf (horiz:vert,0=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 star t = 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 = 1.25 ft* Key Depth = 12.00 in Total Width = 2.50 ft Key Width = 12.00 in Thickness = 12.00 in Key Dist. to The = 1..000 ft ------------------------------- SUMMARY Pressure @ Toe = 1,219 psf Factors of Safety: Pressure @ Heel = 1,257 psf. Overturning = 2.85 :1 Allowable Press. = 1,500 psf Sliding = 1.86 :1 Eccentricity = 0.08 in Resultant Within Middle Third 1-Way.Shear @ Toe = 8.7 psi Allowable Shear, = 85.00 psi 1 -Way Shear @ Heel = 0.0 psi ------------=---------------- SLIDING CHECK--------=- Ftg%Soil.Friction' = 0.250 Lateral Pressure _ 525.0 # Soil @ Toe Not Used = 0.00 in (=)Passive Pressure = 500.0 # Factor of Safety = 1.86 (-)Friction = 474.0,# Add'1 Force Req'd 0 # ----=-"---------------------- FOOTING DESIGN -------- ----------------- .---Toe--- --Heel-- f1c = 2,500 psi ACI 9.1 Pressure. = 1,849. 1,907 psf Fy' = 60,000 psi Mu -Upward = 1,452- 325 ft-# Using SP @ Heel ..Yes Mu -'Downward = 1.64 167 ft-# -------- Rebar Choices -------- Mu - Design = 1,288 159 ft-# -`- Toe -- -- Heel -- One-Way Shear: #4 @ 13.07 in 11.70 in vu = 8.-74 0.00 psi #5 @ 20.26 in 18.13 in vn=2(f''e)1/2*.85= 85.00 85.0A 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 = 19.8 2.0 #9 @ 48.00 in 48.00 in Min. Rebar -Ratio = 0.0018 #10 @. 48.00 in 48..00 in NORTHSTAR TITLE: HERNDON RESIDENCE ENGINEERING 0 DESCR: 5' RETAINING WALL 0. 20°DECLARATION DRIVE 0 0.00 0 .CHI.CO, CALIFORNIA 95926 0 JOB #: 5720 BY:JMR @ 6/05/96 916.-893-1600-r _.8 0 RetainPRO (tm) 2D (C) 1989-92 ENERCALC . STEM DESIGN 0.00 0: (Factored values shown for concrete stems) Pg 2 of 2 633 <-------------- Stem Designs ---------- - ---> Stem Construction Data < At Various Heights.Above Ftg. > DESIGN HT. ABOVE FTG. _ 5.00 0.00 ft WALL TYPE ABOVE HT. :Concrete Concrete 1.25 Thickness (nominal) = 8.00 8.0'0 in Rebar Size = # 4 # 4 0.00 Rebar Spacing 18.00 18.00 in. Rebar Placed at Edge Edge., - key) DESIGNDATA ..........................*** ............... ............... fb/Fb + fa/Fa = 0.000 0.432 Lateral Load @ Ht. _ 0. .638 #, MOMENT..... Allowable = 2,458.. 2,458 ft-# Actual = 0 1,063 ft-# SHEAR...... Allowable = 85.00 .85.00 psi Actual = 0.00 6.82 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.... ........................ ............ .................... f1m _ 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---------------------=- �- Overturning. Moments- Resisting 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 # -ft ft-# # ft ft-# 540 2.00 1,080 , 321 2.21 709 -15 • 0.33 MEEM111 M 0 0:00 0 0.00 Active Press. --------- TOTALS = 525 Distances from front edge of -5 0 0.00 0. 0 0.00 0 0 0 0.00 0 0 0.00 U 0 0 0.00 0: 0 400 1.58 633 0 650 1.58 1,,029 0 375 1.25 469 150 1.50 225 0 0.00 0 1,075 1,896 3,065 footing bottom (not key) BY:' JMR NORTHSTAR ENGINEERING 06/05/96 20 DECLARATION DRIVE JOB NO: 5720 CHICO, CA 95973 PAGE 1.0 OF (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 1', 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 E WALL HEIGHT FROM GROUND TO TOP OF SLAB 6 FT VERTICAL LOAD APPLIED -TO TOP OF WALL ' _ 1200 PLF MAXIMUM VERTICAL LOAD APPLIED TO TOP OF WALL' - 0 PLF MINIMUM STEEL REQUIRED: LOAD FACTOR = 1:6 STEM.THICK' 8 INCHES DEPTH •d _ 4 INCHES WIDTH lb = 12 INCHES STEEL Fy ~40000 PSI CONC. f'c . = 2500 PSI Mu = 0.881 KIP -FT AREA OF STEEL AT BALENCED CONDITION (As) = 0.074 IN.SQ. MINIMUM AREA OF STEEL REQUIRED IS THE SMALLER OF THE FOLLOWING: (4/3) As = 0.10 IN.SQ. (200 / Fy) b d = 0.24 IN.SQ. As MINIMUM (VERTICAL) = 0.10 IN.SQ. / FOOT OF WALL ' As MINIMUM (HORIZONTAL) _ ,' 0:24 IN.SQ. / FOOT OF WALL , USE . #4 BARS @ 18 ' O.C.' VERTICAL 'As 0.13 OKAY #4 BARS @ 10 ''O.C. HORIZONTAL _ As 0.24 OKAY MAXIMUM LOAD PER FOOT OF WALL = • 1950 PLF MINIMUM FOOTING WIDTH REQUIRED 1.3 FT MINIMUM DEPTH OF FOOTING REQUIRED TO RESIST SUDING:: .MAX. HORIZ. REACTION AT BASE (W/1.5 S.F.) . = 675 LBS MAXIMUM VERTICAL DEAD LOAD AT BASE = 750 PLF SLIDING RESISTANCE (35% OF VERTICAL LOAD) = 262.5 PLF MINIMUM FOOTING DEPTH REQUIRED: = 24 INCHES BY: NofthStar DATE: (o 20 DECLARATION DRIVE ENGINEERING CHICO, CALIFORNIA 95926. JOB No: 5720 916-893-1600 PAGE 14 OF Civil Engineers • Planners • Surveyors PATZTI AL :L- ATt�-i[ZA L, N op hJl�b = of (,72) 1.')2 = 01300.E N F � 121 - T = I . zC2- I2 T T VJ� (4� lob .., AF.Ta p- Tn To. LATS T P C. INF, A (Goi lPA?F 1 I�JD : v�' ��.I��llG> hJIND ao14r, (I.3) a 7 �� IS(� �/ (-2, 2). [_ o 14 .-t- . 2�.(: o�'r)J. �'vZ B�z�.-0. J = 4 okjc*K S I610V. 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