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HomeMy WebLinkAbout072-340-011A.P.` 10= ?5- EDWARD GROVER -7,;Z-,34i'-11 wls of Black Bart Rd. 1 mi. east of Fir Gan, p.-Rd-vy-Oroville•_...a..__..,......_. \ Permit 2663-72P,E a.Il rL3 (utilities for mobi e home) A EEWAR GR.OVEK--------- ------ 7a `w/s Black Bart Rd; - mi. E. of - F'ire Camp Rd,w�O.rovi 11 ' t `Permit#k 3873-74,B�E (cabana & ramad.affor MH) �- 47 S/V AP 72-34- Per&f�_ OI 69-75B(covered patio, awn. �carport,_NH) 072-340-011 PERMIT#96-143'1 GROVER, Ed 549 Black Bart Rd . , ' rovi'1'le ,Cont; Johnny A. Smith onstV New Pri Det Garage-97 ���, 072-340-011 PERMIT#97-2233- GROVER, Ed ?` 549•Black Bart Rd. Oroville, Demo Cabana & Ramada/MH-- ' r ' 072'340-011 'PERMIT#98-05 4 'GROVER, ' Ed 4 549 'B1ack Bart Rd., Oroville Cont:�-Johnny Smith • j/ 'New Single 3 O 4 �e RESIDENTIAL 7 (72-340-011 PERMIT#98-058— 4 GROVER, Ed V PERMIT NO. _ 549 Black Bart Rd . , Oroville Cont: Johnny Smith yr (PERMIT EXPIR ,New_Single Family'�� o �� OWNER _ )CONTR.' ASSESSOR PARCEL 'LOCATION I OFFICE COPY 9 Address GAS r Meter By Dat R ELECTRIC LMeter By Date OFFICE COPY Address GAS Meter By Date ELECTRIC Meter By _ Date ((JJ Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E " Temp. Gas Service Called PG&E ' 'JOB FINAL D (Date) i e m-x$c Signature--- - r. V=OK, - O = Not OK Not Ap '=Not Realdyble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s ��lans) 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; SoilsSize-DepthSpacing-ConnectorsSteel 2. Soils; Special MH Support Sketch 3. DAcks; Girders and/or Joists-Decking-BracingStairs-Rails 3. Sewer, Location -Test -Fall -C/0 -Concrete 4. Wood Awn.;.Posta-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 4. Water, Location:%st-Easement Needed (SkeEh) 5. Alum. Awn.; Columns-ConnectionsSplice-Decal-Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / PLIt / /Nat. or/ PL"ft./ /LPG 7. Electric 7. Well Clearance 8 Disconnect 8. Frmg.; Sits-AnchorsStuds-Rftrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 . Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card 8-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test DemandVaKe-Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Sats; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal w/3 -Circulating Equip.4-leater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/3 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 12. Permanent Foundation Only: License Decal 10. Plumb.; Cir. Test Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MISCELLANEOUS Date DECKS, CCVfRS,'CARPORTS; G OK except #'s ��lans) 1. Zoning Requirements -Setbacks -Easements 2. Footings; SoilsSize-DepthSpacing-ConnectorsSteel 3. DAcks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.;.Posta-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns-ConnectionsSplice-Decal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sits-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card 8-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Sats; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/3 -Circulating Equip.4-leater 8. Elec.; Grounding; Equip. w/3 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards4ns. 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 o� No OK RESIDENTIAL (Single & Duplex) Not Applicable ' = Not Readv l except V FSg,rMain; Soils-Elec. Gmd.-/ /?i/' Fig. Depth L47 I nCl!��arage; Soils-Steel-Elec. Gmd/ Ftg. Depth FW -Porches & Decks; SoilsSteel-/ P Ftg. Depth A' St IIs, Main; Steel-Blockouts-Wrapped Stemwalls, Garage; Steel-Blockouts- Wrapped 6a. Hold Downs and Special Anchors 7. SW, Steel -Wrapped V Pier replace Ftg.Steel pore -'k �o,r WV.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground ie ums & Ducts; Clearance -Material -Support -ins. G ersSills-Anchor BoltsJoists-Vents-Crippies Access & Ventilation 16. Insulation Date r%3 Q Card B-1 IZ6 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except es 17 Wtjter Htr; Vent -Access -Combustion Air Baffle Wt ipe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Teq.Tub & Shower, Second Floor -Tub Access Gas Pipe; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date JELECTRICAL (Permit) OK except #'s atu Transformer Clearance -Ins. Protection 2 ec. eceptacles Spacing -Lights & Switches at Doors rze xes & No. of Conductors Stapled . omWAffstalled Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fastners-Bond Gas & Water A10-91ance Circuts in Kitchen & Conductor Size GFI Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral Q Yes Q No r ervi Riser Conductors & Ground -Main Disconect 3 uip. Clearances Panels -Motors -Meth. Epuip. othe Closet UghtShower Light -Spa Light oke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except Ws 35. A. 90cts Insulation & Support )('/Dent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date _oPtAMING (Plans) OK except #s Sits roper Materials & Anchors Studs -Nailing Spacing & Braces -Plates -Sound e ' g Walls over Girders & Floor Nailing rix top in Walls (rat proof) ire Stops, Furred Ceilings -Stairs -Chasers -Tubs J5.- ders & Beams -Size & Bearing Date AMING (Continued) Hangers -Post Caps -Anchors -Connectors ling. Joist-Rftr Ties-Purlin-roff Brac: TrussShUng: Rfng. 48. Fi ace Ties or Type A Flue -Fireplace Throat clearance At�piAccess; Size & Romex Protection -Draft Stop -Ins. Baffles . Windows or Exiting Doors -Sill Hgt. & Dimensions qpm6e Fire Protection Framing P rty Line Firewall & Openings Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stgim; Width -Headroom -Rise -Run -Landing -Fire Protection API Pt woor_o .Roof Overhang -Attic Vents -Rafter Outriggers g -Nailing Veneer 7. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access w6LOng Area -Glass Protection -Skylights -Plastic ea�jWls; Nailing -Bolts %1 Ile -Eld�ce Interior / Exterior Wall Panels &PV. Infiltration -Walls -Windows :lLifiL'✓, )sl OK except #'s & Sidelight Protec Vents -Clearance -Comb, Air-Conector- �� In Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa ­­687-Elec. Trim & Subpanel, Breaker Sizes & Labels �69�S�rs & Rails ireplace or Stove, Clearance -Hearth 6c. Outlets at Wood Panel, Int. & Ext. i ,t.& Appliance; Ground. -Air Gap -Cooking Clearance 73. Outlets & Rece ticales at Kit. Counter ara a Fire Door; Swing -Landing -Closure 75. A.G. Duct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. n Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location Elec. Recetacles in Garage G.F.I. -Romex Protection ation-Foam-Looked in Attic, 80. and rails & Deck Construction -Post Caps 1. Fdn. VBents C-rawl Hole Door Draina & Wood -Earth tear Looked under Floor Yes 82. FdGwing Instld./Dmre Yes+B'fUoM/alkQ-1�9-0 No/P)anters 0 Yes Stucco Brown -Finis . Unit Disconn i Vents At Roof, Plbg-Applia ce-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing yExterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House Glass Protection Correction�m Previous Inspections 91. G -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval �. Energy Compliance Certificate -Other Certificates Date L — Card B-1 Date Card B-1 Date d B-1 ate Card B-1 Date " " rd B-1 Date Card B-1 Comments at Fina.• 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 OWNER 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 ve any questions pertaining to this matter, or need additional explanation, please contact Ws office immediately. 6 S r ' 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 ,y CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates,tKat 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 haveany questions pertaining to this matter, or need additional explanation, ple se contact thi ice immediately. 71 t(::.., vl �d ?a V, ��e� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 89172751 7 County Center Drive • Oroville, CA • (530) 538-754.1 CORRECTION NOTICE i v o OWNER PER4T 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. CERTIFICATION OF INSULATION ' ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS ��L T K ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 3243 INDUSTRIAL DRIVE, YUBA CITY, CA 95993 LIC. #202026 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 �� �\�/�� l ���� �� , ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED SQUARE FEET) TYPE OF INSULATION MATERIAL FIBERGLASS FORM BATTS MANUFACTURER OCF SQUARE FEET) TYPE OF INSULATION MATERIAL FIBERGLASS FORM BATTS & BLOW MANUFACTURER'S PRODUCT I.D. MANUFACTURER OCF SQUARE FEET) TYPE OF INSULATION MATERIAL FIBERGLASS FORM BATTS MANUFACTURER'S PRODUCT I.O. MANUFACTURER OCF REMARKS SIC -303 BUILDER COPY BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS Illy i, KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM RNALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER W R GRACE O THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SIGNATURE -INSULATION C CTOR TITLE DATE MANAGER t8 13K SIGNATURE -GENERAL CONTRACTOR TITLE DATE REMARKS SIC -303 BUILDER COPY C/ -i� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 gPERMIT 7* (Rev. 12/96) APPLICATION AND PERMIT �- ASSESSOR PARCEL NUMBER 072-340-011 , ZONING BUILDING PERMIT OWNER GROVER, ED TELEPHONE SO. FT. OCC. BUILDING VAETATION OWNER'S MAILING ADDRESS 549 BL.ACKBART ROAD, OROVILLE 1884 R 101,736 616 0 11,088 CONTRACTOR'S NAME - JOHNNY SMITH TE534 -7763 328 C 4,264 . CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER FF LENDER'S MAILING ADDRESS ireplace 1,500 Total Valuation $ 118 588 ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 706.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ 458.90 BUILDINGADDRESS SAME AS ABOVE Ener Plan Checking Fee $ Energy 9 23.00 $ PERMIT FEE 1,2 7.90 LOT NO. - SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 6.00 Solar or heat'pump water heater 23.00 Water piping 15.00 15. 00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM S/F REPLACE S/F Gas piping system 1 - 5 outlets 15.001 s -nn Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoos 0, LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. (G License Class d L � Lic. No. dC— d OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, 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 reason15 Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. L.S. 3.5¢x:go NEW CONST. MULTI.OUTLET NON-RESID. C c u @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES Bq0 @ 1 0 EX. OCCu . OFTLETS AELS pORA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 here affirm under penalty of perjury one of the following declarations: I 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. g� 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' compens tion 'nsura a carjr'ier and policy number are: Carrier 4 t{�Cy MECHANICAL PERMIT Fling Fee 1 20.00 Heating Cooling Hood 6.50 Ventilation 450 4.50 PERMIT FEE $ 00 Policy Number 0 41- (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 omply with Xose provisions. X • • �/ Date 1� .C/� --- Signatu a of Vplicant - ❑ Owner ®—eontractor ❑ Agent An O A per it is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ R-3 CONST. TYPE VN TOTAL FEE $ 1,599.40 HA2. — D. FEE IMP A FLOOD A CDF A PAFEL PQM X HV t1 ISSUE A This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicoqjabove fo which fees have been paid. r . B Date zr / QQ PERMIT EXPIRES ON �'2f_� Date Receipt No. 236447 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sent to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance (S/o vee. R-AIr-AC eAlrt-Tk % - '3 YO Owner / Location AP# Plan Approve or• Aew ge Dis al ✓ Water Supply: Public Private Well Clearance for �d><aceu! p hers HoldyTal for: Final clearance O.K. fo NOTE: nvironmental Health Specialist Date 8/96 r!'fi' h"iYhrot"t''9n�k^. .,,,�..p..�' 'F^+iq��Ry�j�jq""�(Vii':���:r�ffi'�`�`�*'r'+"'Ie1rY''i'Kn•7t'Rr,i�,aiD'��.r+$a�e s•a+�ti+*rt*r.•.,-ti.+,•.agv:;w�..r: R'�"4 vTr, / C',t�,dVTYDF BUTTE — DEPARTMENT OF DEVELOPMENT SERVICES —BUILDING DIVISION ,N-1 `• 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 J PERMIT APPLICATION DATA SHEET OWNER: C0 Xle Proposed Building Use: At time of permit appl ASSESSOR PARCEL��ER: Building Inspector: Date:the following data must be submitted prior to permit processing an or issuance: % '7 Date Received By ❑ 1.,All iiems have been submitted.---------- -------------------- ❑ 2 'Plot plans, 3/4 sets, signed by the preparer of plans. ------ 3 . Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ ngineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of•Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form.----------------------------------------------------------------------------------------- ❑9. Manufactured Home and installation instructions including Tie Down Specifications. ---------- '0. Fees of F ---------------------------------------------------------------=--------------- ct fees as shown on the attached schedul?1/fee - -- ------------- -- California Department of Forestry plan appro . r- ---- ------------- -- ❑ Flood elevation certificate.------------------------------------------------------------------------------ 4. Sanitation and plot plan approval Health Department. ------------------------------------ ❑ 151. City of Chico plumbing permit. ---------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: ------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- 111. 9. ---------------- ❑1.9. Encroachment Permit for driveway construction approval prior to occupancy) -- ❑20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- ------ 1122. Workers' Compensation carrier and policy number. --------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). ❑ 24. Letter of signature authorization. ------------------------------------------ ❑25. Recorded copy of Agricultural Acknowledgment Statement. ----------- ❑26. Letter of intent on building use. -------------------------------------------- ❑27. Manufactured Home utility clearance. ------------------------------------- ❑28. Existing violations and/or expired permits. ------------------------------- 029. 0433 A, q_Gzant Begd, ❑ M.H. Title, ❑ Check to H.C.D $ (Date) --t�tBW� n�eyou issSpGthe rmi �ojce s as follows ❑ Mail to owner, ❑Maj�toc�lontractor. fielephone " — _ ! 3 and hold for pickup at Opo offic ❑ Deliver ith inspector. Applicant:44 � Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air ollutio Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ O r:A By: 1. Index permit application for the above items numbered: \ ❑.Plan Check List 2. Additional items required: ZX Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, 6 Building Division -counter, by Date: Contractor, designer, owner, was advised of the above required data'by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Bdilding Division anter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: _2. Yellow Copy - Department of Development Services, Building Division. ��w'��..'cT�'�`i'F'�"'PWlf�.fC��'Y."l�(1�jIL�7VA�i�' p�TC'41'T.'•'.-",rT�1P�„A.�'TJ�'•�i.���3���r���tys*�+Fo7r sir-*..r�iw�«�wr�..ti^^�,�,,�-+-,.^-;��-�w-�.,-r.-. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM. (One form per Building) School District. I -T) /b V l L L— 1 LF- Building Department No. A.P. Numbeo� — 3 9-0 `' Jurisdiction: FL City County Property Owner�� Property Location/Address 'S!42 ' 9 C Z� A 9;17. 2 Subdivision Lot No. Residential Development No of"Living Mobile Home Addition Units Installation ' Commercial/Industrial New Addition moor rians reviewea Dy acnooi uistnct versonneu Sq. Footage g(� (Gr u ' R) �. //? Sq. Footage (Including Exterior Roofed Areas) 1(`Da—C-2 41(,— bate te District Identification No. School District certifies that (Applicant) oS� 9.. (Street Address) (Phone Number) (City) has complied with the requirements of Resolution No. del <ou,> representing &Il8 square feet. School District Representative Paid by Check # Q (State) CEJ (Zip Code) /- 0 �Z by payment of $ /,25-0, 6 1�11 2926 $ ULL 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 (2/97)dmm TABLE Or-CfhJl"EI'+I'TS TOC Pr-ojec_"t Title.......... ED GROVEF. .............._ Da"k.2/",8 F'r-c:ajec-t Address........ 5.19 >::c!_AL P'.' BAF<T F:D. OF:C: VIL-I....E CA. 9cl-5'= 6 ,F.v4. 5Ci:i': Doc:: c_cmentation Author-.-. e !tarry F:c_chetriofrF+ui 1. S rig F'e�iit # Eris»:lec3'•+-or- I'iol les ` _ P. 0. Box 1.911; I Flan C'hecE:: / Date 91;:,_57.4-_,:->=:c=i�:i (I r-ielc:l t:hE_c_E::; Date C 1 i ma t e .Z o ri e. . . . . . . ... . 1 1 !_........_....... __.__�...__ Compliance Me"t_hoc::l......... ' I°1TC1 :(J1='F`1.,tE -via-.51C) for- '1`;'`?5 Stanciards by E.'l-lercomp, Inc. MICF,--'0 'ASS -v4.. `J0 f--':i. wt l-1--c"r,711SSl2` F' oc rani—'f OC_ l.l!_;erft-M1"132 l-)seI Enric:.,-avor" FIc.:;nic:-::> L___......... ___._._...__—..____.__..-•---.------_..._._.__._...-------� F:c_cr-i_GI :ODER _.__.___ __ f t:o C E:iI'.I ENTS I—)EU-7 01::-TE - �. rt FC*jF.M C--:I.F:.................. 1 1::7 C) F;:: m m 1::-..._ 1 F :.. •............ ;.I. MVAC :a I Z .1: haC;'...... ........ c, 9 CERTIFICATE'OF COMPLIANC-E: RESIDENTIAL Page 1 CF -1R Project Title.......... ED GROVER Date........ 04/22/98 Project Address........ 549 BLACK BART RD. OROVILLE CA. 95966 ******* *v4.50* Documentation Author... Barry Rubanoff ******* Building Permit 0 . Endeavor Homes ' . P.O. Box 1947 Plan Check / Date ' ' Oroville, CA 95965 916�534-0300 Field Check/ Date Climate Zone: ........... 11 ` U -Value Location/Comments Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. R-17.8' R-0 User#-MP1929 User -Endeavor Homes Run-GROVER "GENERAL INFORMATION Conditio"edFloor Area..... Building Type.............. Construction Type. ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... ^ Floor Construction Type.... Glazing Percentags/....v.... Average Glazing U -value.... 1884 sf Single Family Detached New Front Facing 90 deg (E) 1 1' Raised Floor 11.2 % of floor area 0.52 Btu/hr-sf-F BUILDING SHELL INSULATION ' � Component Frame Cavity Sheathing Assembly Type . , Type R -value R -value U -Value Location/Comments Wall Wood R-17.8' R-0 0.064 Roof Wood R-30 R-0 0.038 Attic . Floor . Wood R-19 R-0 0.037 CRAWL ' Door n/a R-0 . R-n/a, 0.330 FWALL, LWALL2 FENESTRATION _ # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Frbnt (E) 48.0 ����` 0.510 2 Drapes.Std None . ......� Yes Vinyl - Window Front (E) 5.00.490 2 Drapes.Std None Yes Vinyl Window Front (E) 10.0 0.490 2 Drapes.Std None None Vinyl Window Front (E) 17.5 0..510 2 Drapes.Std None None Vinyl Door Left '(S> 18.0 0.500 2 None None None Wood Window Back. (W) 20.0 0.510 2 Drapes.Std None None Vinyl Window Back (W) 48.0 0.510 2 Drapes.Std None Yes Vinyl Window Right (N) 32.0 0.510 2 Drapes.Std None None Vinyl Skylight Back . (W) 12.0 0.750 2 None None None Metal CERTIFICATE OF COMPLIANCE:.RESIDENTIAL Page 2 CF -1R User#-MQS29 User -Endeavor Homes Run-GROVEI:**! . ~ . THERMAL MASS - ' Area Thickness Type ' Exposed (sf) (in) Location/Comments ' ` InteriorHorz Yes' 10 4.0 Living Rm. ' HVAC SYSTEMS . ' Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type ' ' -------- Furnace 0.780 AFUE Crawlspace R-4.2 Setback ACPackage ' 10.00 SEER Crawlspace R-4.2 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 .60 EF 40 R-0 . SPECIAL FEATURES/REMARKS m CERTIFJCATE OF COMPLIANCE:.RESIDENTIAL . Page 3 CF -1R ` Project Title.......... ED GROVER Date........ 04/22/98 MICROPAS4 v4.50 File-A:GROVER Wth-CTZ11S92 Program -FORM CF -1R ' User#-MP1829 User -Endeavor Homes Run --- GROVER COMPLIANCSTATEMENT This certificate of cqmpliance lists the building features and performance specificatipns needed ±o comply with Title -24, Parts 1 and 6 of the Cal�fornia Code of Regulations, and the administrative regulations to implement them.This ce'tificate 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, L shading feature that is varied is indicated in the Special Features/ Remarks section. ' 'DESIGNER pr OWNER ' DOCUMENTATION AUTHOR Name.... ED GROVER Name.... Barry Rubanoff Company. OWNER/BUILDER' Company. Endeavor Homes Address. 549 BLACK BART R.D. Address. P.O. Box 1947 , OROVILLE CA. 95966 . Oroville, CA 95965 Phone... Phone... 916-534-0300 License Signed.. Signed.' (date) ' � / (date) [l . . ENFORCEMENT AGENCY Name Title... Aoency.. ' , Phone... ° ^ ` MANnATORY,MEASURES CHECKLIST: RESIDENTIAL Project Title ......... 1 Project Address........ Documentation Author... Climate Zone........... Compliance Method...... ED GROVER 549 BLACK BART RD. OROVILLE CA. 95966 Barry Rubanoff Endeavor Homes P.O. Box 1947 Oroville, CA 95965 916-534-0300 MICROPAS4 v4.50 fc: ******* *v4.50* ******* Page 4 MF -1R Date........ 04/22/98 Building Permit # Plan Check / Date Field Check/ Date 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-A:GROVER Wth-CTZ11S92 Program -FORM MF -1R User#-MP1829 User -Endeavor Homes Run-GROVER 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 binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- ement *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150<i>: Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type| and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. boors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with c6rtified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and -penetrations caulked and sealed. 150(g)A Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC 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 Antrol 2. No continuous burning gas pilots allowed. Aff no MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... ED GROVER ' . Date........ 04/22/98 MICROPAS4 v4.50 File-A:GROVER Wth-CTZ11S92 Program -FORM MF-11:� User#-MP1829 User -Endeavor Homes Run-GROVER ' ` � SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce - 2r ment 110-13: 0VAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(i): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) haveinsulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). ^ ' 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All biried,or exposed piping insulated in recirculating sections of hot watdr system. 4. Cooling system pipink below 55 degrees insulated. 5. Piping insulated,between heating source and indirect hot water tank' *150(m): Duct6 and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditio'ned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems -serving conditioned space have either automatic or rhadily accessible, manually operated dampers. ' 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: - a, At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor poblg or outdoor spa. 3. Pool system has directional inlets and a circulation -pump time switch. ' 115: Gas-fired central furnace, pool heater, spa heater or '^ household cooking appliance have no continuously burning ' pilot light (Exception: Non-electri' al cooking appliance with,pilot 0150 Btu/hr.).- LIGHTING MEASURES 150(k): 40 lumens/watt or greater for general lighting in .kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. Design- Enforce- er m e n t-. Ners CCIC'lPUTI: R' METF-OD SUh1P^F1F`:1' Page 6 C --2R Project Title ... I ...... ED GRUVl„R Date .... „ . „ „ 04/22/98 Project Address ........ 549 BL_r`i(:K I::(e^,R..l.. RD. (J F:: (.:'J V i I.... I__ E: C; A . 95966 %i(v,:L „ 50* Documentation Author ... Barry Ri.banc::fi ;(c�:;4:;fi:1e;�� � Building Permit. # ) Endeavor Homes P..O. I+om :I.ci.,:l.;' 1=.1Date Oroville, CA 95965 916-534-030) Field Check/ Date Climate s o n e ............ 11 Compliance Method ...... MICF';UF-'(1;::4 4.50 for 19 9 5 Standards by Enercompv Inc. M l CROVAS4 v4.50 Fill -•A: GRC1VER Wt h -•CT Z 1 •1::,92 Program -FORM C• --y F.: User• #--•MP1 329 User -Endeavor Homes Run--•t::;RU4'E - - - ------------- - ------- M 1 CF'::UF'6=,S 4 --------------------------- - - - - --------------- ENERGY USE - --------- - ------------- . .... ...... . . . .......... SUMMARY Energy Use Standard Proposed Compliance tkBtt_ciassf=-yr,1 - Design Design Margin Space;_, Heating...., ..... 12.31 11.64 0. e':,; Space Coo1:i.n(a..•........ 1.4.02 11.70 2.32 Water Hecat :i 6s . .. . e . . . . .. . 12.0 11.81 0. CI / Total 38.61 35.15 •-.• Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor 0rea.... Building Type-,............... Construction Type ..., ... . . Building Front. Orientrratihn.. Number- of Dwelling Units... Number of E:(e.r:l. l (::I :i ng St: or :i. ess. Weather Data 'Type'...., ..... . Floor Construction Type..... Number of Building Zones.. . Conditioned Volume ... ,. ,.. ,.. ,. . Footprint Area ......, ...... .... Ground Floor Area. „ „ ....... Slab -On -Grade Areca........... . Glazing F-'erc..ent.age......... Average Glazing .. l -value... . Average Ceiling Height ..... 1894 sf Single F:-ami.ly Detached New Front. Facing 90 deg E? :I. :I. ReducedYear Raised Floors 1' 15395 1884 sf 1884 s:s •f = r> s f 11 of floor area 0.52 Btu/hr-sf-F B. 2 ft. COMPUTER METHODAUMMARY . Page 7 C -2R ^ Project Title ........... ED GROVER ' Date........` 04/22/98 MICROPAS4 v4.50 File-A:GROVER Wth-CTZ11S92 Program -FORM C-21:;! User#-MP1829 User -Endeavor Homes Run-GROVER ' ' BUILDING ZONE INFORMATION 17.8 � Floor 7 # of 2 Wall ` Area ' Volume Dwell Cond- Thermostat Zohe Type (sf) (cf) Units itioned Type HOUSE 0.064 17.8 180 Residence 1884 ' 15395 1.00 Yes Setback OPAQUE SURFACES Vent Special Height Vent Area (ft) (sf) 2.0 n/a Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 384 0.064 17.8 90 90 Yes W.19.2X6.16 2 Wall 54 0.064 17.8 180 90 Yes W.19.2X6.16 3 Will '217 0.064 17.8 180 90 No W.19.2X6.16 4 Wall 368 0.064 '17.8 270 90 Yes W.19.2X6.16 5 Wall 240 0.064 17.8 0 90 Yes W.19.2X6.16 6 Will 17 0.064 47.8 0 90 No W.19.2X6.16 7 Wall 27 0.064 17.8 225 90 Yes W.19.2X6.16 8 Wall 27 0.064 17.8 315 90 Yes W.19.2X6.16 9'Roof 1889 0.038 30 n/a 0 Yes R.30.2X4.24 Attic 10 Floor 1884 0.037 19 n/a' . `0 No FC.19.2X6.16 CRAWL 11 Door 15 0.330 0 90 90 Yes None FWALL 12 Door 20 0.330 0 180 90 No None LWALL2 13 Door ' 18 0.330 0 080 90 No None LWALL2 FENESTRATION SURFACES # of Vent SC SC Interior ' Area Pan- Frame Open U_ Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE ------ ^ ----- ' ------- -............ ... ..... --- ---' ----- ----' 1 Window 16.0 2 Vinyl Slider 0,510 90 90 0.88 0.78 Drapes.Std 2 Window 16.0 2 Vinyl Slider 0.510 90 90 0.88 0.78 Drapes.Std 3 Window ` 5.0 2 Vinyl Fixed 0.490 90 90 0.88 0.78 Drapes.Std 4 Window 16.0 2 Vinyl - Slider 0.510 90 90 0.88 0.78 Drapes.Std 5 Window 15.0 2 Vinyl Fixed 0.490 90 90 0.88 0.78 Drapes.Std 6 Window 5.0 2 'Vinyl Fixed 0.490 90 90 0.88 0.78 Drapes.Std 7 Window 17.5 2 Vinyl Slider 0.510 90 90 0.88 0.78 Drapes.Std 8 boor 18.0 2 Wood Hinged 0.500 180 90 0.88 0.78 None 9 Window `20.0. 2 Vinyl Slider 0.510 270 90 0.88 0.78 Drapes.Std 10 Window, 32.0 2 Vinyl ..Slider 0.510 270 90 0.88 0.78 Drapes.Std 11 Window 16.0 2 Vinyl Slider 0.510 270 90 0.88 0.78 Drapes.Std 12 Window 16.0 2 Vinyl Slider 0.510 0 90 0.88 0.78 Drapes.Std 13 Window 16.0 2 .Vinyl Slider 0.510 0 90 0.88 0.78 Drapes.Std 14 Skylight 6.0 2 'Metal Fixed 0.750 270 25 0.88 0.88 None 15 Skylight 6.0 . 2 Metal - Fixed 0.750 270 . 25 0.88 0.88 None COMPU]ER METHOD SUMMARY`^ . Page 8 C ----2R_ Project T�tle..........' ED�GROVER Date........ 04/22/98 1,1ICROPAS4 v4.50 �File-A:GROVER . ' THERMAL MASS Wth-CTZ11S92 Program -FORM C-21'. User# - I'll P1829User ..... Endeavor Homes Run ---- GROVER (in> Cap ivity R -value Surface HOUSE 1 Window 2 Window 3 Window 4 Window 10 Window 11 Window . ' THERMAL MASS OVERHANGS AND SIDE FINS Thick, Heat Conduct- Surface Mass Type .(sf} (in> Cap ivity R -value Lociia tion/Cofnments ---Window-- ------Overang...... ....... ....... ---Left Fin--- ---Right Fin--' Area Living Rm. ^ . ' HVAC SYSTEMS . Left Rght Minimum Duct Duct Duct Syst�m Type Efficiency Location R -value (sf> Hght ------------ ____...... W d t h Dpth ..... ... _ Hght ...... ... ........ Ext ---- ----------- Ext ... ..... _............ Ext _ Dpth ____________ Hght Ext Dpth Hght _------- _16.0 .1. 6. 4.0 4.0 8.0 0.58 38.5 5.5 n/a n/a n/a n/a n/a n/a Type Distribution Type System Factor (gal> R -value 1 Storage Gas . 0.58 0 19.5 n/a n/a n/a n/a n/a n/a 5.0 6.0 1.0 '8.0 0.58 I8.0 28.0 n/a n/a n/a n/a n/a n/a 16.0 2.5 2.0 ' D. 0.58 14.0 30.0 n/a n/a n/a n/a 32.0 4.0 8.0 ' 2.0 0.58 33.0 5.5 n/a n/a n/a n/a n/a n/a 1�.0 ' 4.0 4.0 2.0 0.58 6.0 38.0 n/a n/a n/a n/a n/a n/a . ' THERMAL MASS ' Area Thick, Heat Conduct- Surface Mass Type .(sf} (in> Cap ivity R -value Lociia tion/Cofnments ____ HOUSE ____ ___ _____ _____ ^ 1-InteriorHorz 10 4.0 21.0 0.59 R-0.0 Living Rm. ^ . ' HVAC SYSTEMS Minimum Duct Duct Duct Syst�m Type Efficiency Location R -value Efficiency ' HOUSE . , Furnz.-tce' 0.780 AFUE Crawlspace FK` -4.2 0.830 ACPackage 10.00 SEER Crawlspace R-4.2 0.860 ` WATER HEATING SYSTEMS . Number Tank External . . in Energy Size Insulation ' |ank Type Heater Type Distribution Type System Factor (gal> R -value 1 Storage Gas . Standa, d J. .60 ^ SPECIALFEATURES/REMARKS . ' MVAC ` I INCi Page 9 HVAC Project -Title .......... ED C;RCa+,11:_R Da't:e........ 04/22/93 Documentation Author ... Barry ; �.�a nc-tBuilding rrrit# Endeavor Homes P.O. Box 1947 I Plan Check: Date F U r- o V .1. l l e„ CA '95965 r.::• 4 .__..__...__.�...—.....�- ..Lr::,-. ! 300 F=ield Check/ Late Climate Zone ........... 11' �...—..._.... .._.. - -_� Compliance Method ...... MICIT:CIF='E• S4 v4.50 for 1995 Standards by Ene'rcomp, Inc. MICROPAS4 `✓4.50 F:i .le•• -A: t"aRRVEF' Wt.h_CTZ 11 a`a':;::'. Program -HVAC SIZING (Bt.uh) User#t--•M1-'1829 t_fef-tr-Endt_avor I-•lom(-:?s I•:1_ n --C: ROVER GFNl:_RAL. INFORMATION Floor Area Vol ume..... Frond_ Orientation .......... Sizing Location ............ Latitude ................... Winter Outside Desi.gn....... Winter In!>ide Design........, Summer (-al.l'I:.Ei1de T1e?!:"•1gn. .. .. . . .. Summer Inside De?!s:i can.. ... Summer Range ......... ,......... Interior Shading Used ...... Exterior Shading Used... „ . Overhang Shading t_1!::ed.,....,. Latent Load t•= rac t :i. o n . •.., ,. . 1884 sf 15395 cf Front: f=acing t::iR 1,.1 I L._L...E RS 39.5 degrees .. 0 F= ._ 70 F 104 F 9 F No :ti; e s 0 r_I 1'••IL::.ATI('`G (`If'D COOLING LOAD SUMMARY 90 deg (E) Note: The loads shown are'only one of tht=..- criteria affecting the selection of HVAC equipment. Other relevant design factors such as air- flow requirements, outdoor" design temperatures, coil sizing, availability of equipment, Gr=rriziig safety margin, etc., mustalso be considered. It is the HVAC designer's r-f-..=.ponsa.b:..ti.t, to consider all f<<c..i_or•__ Uaheli selecting the HVAC -equipment. , Heat :ing Cool :i.ng Description (Bt1..1h) (Bt.uh) Opaque Condlctiorand Solar ...... 9024 55; 2 Glazing Conduction... „ . „ ........... 4390 2854 Glazing Solar..... ... n!a 6:1.40 Infiltration ......„ ................ 8757 3595 Internal Ga:i.n .. ,... ,,............... n/a 2100 Ducts ............................ 2297 1012 L r}/a 4251 Minimum Total Load _.18 25268 2 _ 50 I Note: The loads shown are'only one of tht=..- criteria affecting the selection of HVAC equipment. Other relevant design factors such as air- flow requirements, outdoor" design temperatures, coil sizing, availability of equipment, Gr=rriziig safety margin, etc., mustalso be considered. It is the HVAC designer's r-f-..=.ponsa.b:..ti.t, to consider all f<<c..i_or•__ Uaheli selecting the HVAC -equipment. , Action Required: [XJ Comply with Plan Check List [ J Resubmit Plans with Revisions As Required [ J 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, Linda Sexton ffatte county AV LAND OF NATURAL W EALTH AND BEAUTY BUILDING G DIVISION •:: .`5;" DEPARTMENT OF DEVELOPMENT SERVICES April 14, 1998 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: 1916) 538-7541 FAX: 1916) 53£1-2140 Ed Grover 549 Black Bart Road Oroville, CA 95966 Re: . Application and Permit Fee AN 072-340-011 Permit #98-0584 With reference to the above subject, attached is: [XJ Plan Check List . [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [XJ Comply with Plan Check List [ J Resubmit Plans with Revisions As Required [ J 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, Linda Sexton Permit Applicant: Grover Assessor Parcel Number: 72-34-011 Permit Number: 98-0584 Date: April 14, 1998 The above referenced building plans were received by this office Provide additional information and/or make revisions to plans, specifications and calculations as follows: Your trusses do not show the pitch break at the front that the plans show. Please revise trusses or plans. Change all general notes on sheet one that do not still apply or that are not specific to this house. (Number 11 states 16" o.c., plans state 24" o.c.) eliminate any other details from sheet 1 that do not apply. 3. Please show all header and beam sizes on the roof framing or floor plan. 4. The square footage of living area is 1940. Provide new energy calculations which show this square footage and the skylights. Also the glazing area is incorrect at the front of the house on your energy talc's. 5. Your 4 X 6 girders are over spanned. Please revise. 6. Your 4 X 6 joists are over spanned. Please revise. 7. Your interior footings are undersized. Please revise. 8. Is sheet 20 of the calc's supposed to become part of the plans? If so, please revise plans. 9. Please indicate on the plans what method of bracing is required (page 23 of calc's) for line 2. 10. Please indicate- the -type of bracing-being-used.at,.B/W,, The lateral design has not been checked yet by our plan check engineer. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4.00 P.M., Monday through Friday. Linda Sexton RESEDIWTIAL PLAN CHECKIWG GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: L&,B t QPi�) BUIL DINGP ER: PLAN CHECKER:- A P. NUMBER: 2 0� Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. 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. Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.RA., Fire Sprinklers, Water Tender, Trees, etc.). F A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). 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. Garage firewall, door size and closer (Section 302.4). .Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. evations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and ca1c. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 3.2 O ' ,a.ruyEvJS ITEMS TO LQ HITT F7R• .- Stairway details: landings, rise and rum, head clearance, handrails (Section 1006). .Guardrail details (Section 509). -Erick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). -Roof covering type - (fire hazard). .Foam insulation - protection. 36" halls and stairways. Living area over garage - complete I-hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. July 1996 3.3 R r PRORCTj PROCESSING RE(ORD APPLICANT: OWNER: PERMIT: A. P. #: 7a - WORK DESCRIPTION: DATE DESCRIPTION OF STEP �5, . GDA ENGINEERING. SURVEYMG. PLANNING 220 GRAND AVENUE OROVILLE, CA 95985 15-119 "k -31 -AC K ZIAC2 T /Z 9 P4 '8/- C7!//LDCGILAIL�FTi�I�. i I i 7 hz_ Jl���u /• B � i 7,2/155 , I L l` ; JAIA �L UO lZ / o o ¢ -02 k 0 1-99 f i F CAS , i. GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 o,l3BIA/ SE/SM IG ,' tor/G ,' 0.138IropsF f 2� ��+ L sx��P��=� =/59� 0,/3191Q,x Jb�s�� f _ /�6• l lmh l-/ D c pisM C Cr vvcj2w5 LOA14PI 1// 2� GDA ENGINEERING & SURVEYING Title: JOHNNY SMITH CONSTRUCTION Job # 98024 220 GRAND AVE.. Dsgnr: KCL Date: 12:11 PM, 7 APR 98 / OROVILLE, CA 95965 Description: STRUCTURAL CALCULATIONS 916-533-2068 FAX 916-533-3551 Scope: CHECK LATERAL STABILITY - .- 504MI Horizontal Plywood Diaphragm Page 1 Description ROOF DIAPHRAGM HOUSE General Information North-South Length 40.00 ft Diaphrgm Weight 16.00 psf Ease -West Length 58.00 ft Seismic Factor 0.1380 Nort-South Chord 58.00 ft Diaphragm is Unblocked East-West Chord 40.00 ft Blocking Direction North-South Boundary Loads Acting North & South I Design Data & Nailing Requirement # 1 159.80 #/ft from 0.000ft to 58.000 ft Zone Framing Thickness #2 #/ft from 0.000ft to Distance 0.000 ft in # 3 #/ft from 0.000 ft to At West Wall 2x 0.000 ft Structural II 8d 2,3,12 # 4 #/ft from 0.000 ft to 1/2" 0.000 ft 8d 2.5,3,12 180.0 Boundary Loads Acting East & West 3rd zone 2x 1/2" Structural 11 8d 4,6,12 180.0 0.00 # 1 . 159.80 #/ft from 0.000 ft to 8d 40.000 ft 180.0 3rd zone 2x # 2 #/ft from 0.000 ft to 4,6,12 0.000 ft 0.00 2nd zone 2x 1/2" # 3 #/ft from 0.000ft to 180.0 0.000 ft At East Wall 2x 1/2" Structural II # 4 #/ft from 0.000 ft to 0.00 0.000 ft North & South Walls I Diaphragm Shears... North South West Design Data & Nailing Requirement Total Shear 3,002.3lbs . 3,002.3lbs 3,200.8lbs 3,200.8 lbs Shear per Foot 51.76#/6 51.76#/ft 80.02#/ft 80.02 #/ft Shear Zone Framing Thickness Grade Nail Size Spacing Value Distance in 559.9lbs in #/ft ft At North Wall 2x 1/2" Structural II 8d @ 3/4." Length 2,3,12 240.0 0.00 2nd zone 2x 1/2" Structural Il 8d 2.5,3,12 240.0 0.00 3rd zone 2x 1/2" Structural II 8d 4,6,12 240.0 0.00 Center zone 2x 1/2" Structural 11 8d 6,6,12 240.0 3rd zone 2x 1/2" Structural II 8d 4,6,12 240.0 0.00 2nd zone 2x 1/2" Structural II 8d 2.5,3,12 240.0 0.00 At South Wall 2x 1/2" Structural II 8d 2,3,12 240.0 0.00 East & West Walls I Design Data & Nailing Requirement Shear Zone Framing Thickness Grade Nail Size Spacing Value Distance in in #/ft ft At West Wall 2x 1/2" Structural II 8d 2,3,12 180.0 0.00 2nd zone 2x 1/2" Structural 11 8d 2.5,3,12 180.0 0.00 3rd zone 2x 1/2" Structural 11 8d 4,6,12 180.0 0.00 Center zone 2x 1/2" Structural 11 8d 6,6,12 180.0 3rd zone 2x 1/2" Structural ll. 8d 4,6,12 180.0 0.00 2nd zone 2x 1/2" Structural II 8d 2.5,3,12 180.0 0.00 At East Wall 2x 1/2" Structural II 8d 2,3,12 180.0 0.00 Shear & Chord Forces Diaphragm Shears... North South West East Total Shear 3,002.3lbs . 3,002.3lbs 3,200.8lbs 3,200.8 lbs Shear per Foot 51.76#/6 51.76#/ft 80.02#/ft 80.02 #/ft Chord Forces.... @ 1/4 " Length 596.9lbs 559.9lbs @ 1/2 " Length 800.2lbs 750.6lbs @ 3/4." Length 603.3 lbs 565.9 lbs Length /Width Ratio 1.450 GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Title: JOHNNY SMITH CONSTRUCTION Job # 98024 Dsgnr: KCL Date: 12:15PM, 7 APR 98 Description: STRUCTURAL CALCULATIONS (� Scope: CHECK LATERAL STABILITY / 16.00 psf 0.1380 North-South 5°°0' Horizontal Plywood Diaphragm Description ROOF DIAPHRAGM GARAGE Grade General Information Spacing North-South Length 22.00 ft Diaphrgm Weight Ease -West Length 28.00 ft Seismic Factor At North Wall Nort- South Chord 28.00 ft Diaphragm is Unblocked East-West Chord 22.00 ft Blocking Direction 2,3,12 Boundary Loads Acting North & South 2x 1/2" # 1 159.80 #/ft from 0.000ft to 58.000 ft # 2 #/ft from 0.000ft to 0.000 ft # 3 #/ft from 0.000 ft to 0.000 ft # 4 #/ft from 0.000 ft to 0.000 ft Boundary Loads Acting East & West . 8d 6,6,12 # 1 159.80 #/ft , from 0.000 ft to 40.000 ft # 2 #/ft from 0.000 ft to 0.000 ft # 3 #/ft from 0.000ft to 0.000 ft # 4 #/ft from 0.000 ft to 0.000 ft North & South Walls Design Data & Nailing Requirement 2x 16.00 psf 0.1380 North-South Shear Value #/ft 240.0 240.0 240.0 240.0 240.0 240.0 240.0 Page 1 Zone Distance ft 0.00 0.00 0.00 0.00 0.00 0.00 East Framing Thickness Grade Nail Size Spacing in in At North Wall 2x 1/2" Structural II 8d 2,3,12 2nd zone 2x 1/2" Structural II 8d 2.5,3,12 3rd zone 2x 1/2" Structural II 8d 4,6,12 Center zone 2x 1/2" Structural 11 8d 6,6,12 3rd zone 2x 1/2" Structural II 8d 4,6,12 2nd zone 2x 1/2" Structural II 8d 2.5,3,12 At South Wall 2x 1/2" Structural II 8d 2,3,12 Shear Value #/ft 240.0 240.0 240.0 240.0 240.0 240.0 240.0 Page 1 Zone Distance ft 0.00 0.00 0.00 0.00 0.00 0.00 East &West Walls I Design Data & Nailing Requirement Shear Zone Framing Thickness Grade Nail Size Spacing Value Distance in in #/ft ft At West Wall 2x 1/2" Structural II 8d 2,3,12 180.0 0.00 2nd zone 2x 1/2" Structural II 8d 2.5,3,12 180.0 0.00 3rd zone 2x 1/2" Structural II 8d 4,6,12 180.0 0.00 Center zone 2x 1/2" Structural 11 8d 6,6,12 180.0 3rd zone 2x 1/2" Structural II 8d 4,6,12 180.0 0.00 2nd zone 2x 1/2" Structural II 8d 2.5,3,12 180.0 0.00 At East Wall 2x 1/2" Structural II 8d 2,3,12 180.0 0.00 Shear & Chord Forces Diaphragm Shears..: North South West East Total Shear 922.6lbs 922.6lbs 988.8lbs 988.8 lbs Shear per Foot 32.95#/ft 32.95#/ft 44.95#/ft 44.95 #/ft Chord Forces... @ 1/4 " Length 184.4lbs 172.1 lbs @ 1/2 " Length 247.2lbs 230.7lbs @ 3/4 " Length 186.4 lbs 173.9 lbs Length / Width Ratio 1.273 i GDA INEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 93 j gt�' "02 1-4 2X.� �- D CV ly Se - I -15E- '4 7 1-7�� �NAGG o�2�/rI�,S 82 6--'A /C -S Fo2C c - 960211 GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 ST,e�/T F0�2C�' �'�aNsc'.evgTiv6> 1 QQ CCOI�jOLI for C hec(c /ZooF x 6 X 3 �) f tors r= X 'X 3 ) • 1� �-(= 7072 - �r/8z �/ - 22 ��� �-' 7 '= 37.5' 9�z� GDA ENGINEERING & SURVEYING Y 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Title :JOHNNY SMITH CONSTRUCTION Job #98024 Dsgnr: KCL Date: 1:24PM, 31 MAR 98 Description: STRUCTURAL CALCULATIONS Scope: CHECK LATERAL STABILITY I Rev. 504001 Plywood Shear Wall & Footing Page 1 Description LINE A, 5' PANEL LGeneral Information 0.00 ft to 5.00 ft Uniform Load # 1 0.00 #/ft # Plywood Layers 1 Wall Length 5.000 ft End Post Dimension 1.50 in Plywood Grade Structural II Wall Height 8.000 ft Seismic Factor 0.138 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 7/16" Ht / Length 1.600 Strut Force Applied @ Top of Wall Stud Spacing 16.00 in 1.15E 71g "STUCCO = I,R/-7 '��, /Ti 1, /_ o<- r ) Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 320.00 #/ft 0.00 ft to 5.00 ft Uniform Load # 1 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 94.00 #/ft * 5.000ft = 470.001bs Uniform Shear @ Top of Wall 0.00 #/ft 5.000ft = 0.00 lbs Strut Force Applied @ Top of Wall ' 160.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.750 ft Concrete Weight 145.00 pcf Wall Length 5.000 ft Rebar Cover 3.00 in Past Left Edge of W 0.750 ft fc • 2,500.00 psi Footing Length 6.500 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Summary Design OK Wall Summary... Using 7/16" Thick Structural II on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 137.0#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 5,260.8ft-#, Resisting Moment = 57906 -.eft-#, End Uplift=352-46lbs Max. Soil Pressures: @ Left = 1,595.8psf, @ Right = 1,595.8psf H 2 = Soa7,,0. 67 = 335'0 Footing Summary... Max. Footing Shear= 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 1.608 : 1 Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing HD15 w/5.5" long bolts, Capacity = 1530 lbs HD15 w/5.5" long bolts, Capacity = 1530 lbs HD2A w/1.5" long bolts, Capacity = 1555 IbsA- HD2A w/1.5" long bolts, Capacity = 1555 lbs HD2 w/1.5" long bolts, Capacity = 1595 lbs HD2 w/1.5" long bolts, Capacity = 1595 lbs HD5A w/1.5" long bolts, Capacity = 1870 lbs HD5A w/1.5" long bolts, Capacity = 1870 lbs '115 -A'79 7,b �jer GOT GDA ENGINEERING 8 SURVEYING Title :JOHNNY SMITH CONSTRUCTION Job #98024 ' 220 GRAND AVE. Dsgnr: KCL I Date: 1:24PM, 31 MAR 98 OROVILLE, CA 95965 Description: STRUCTURAL CALCULATIONS 916-533-2068 FAX 916-533-3551 Scope: CHECK LATERAL STABILITY e : 5°,°°1 RLPlywood Shear Wall & Footing Page 2 Y Description LINE A, 5' PANEL Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 2.021 ft 2.021 ft Soil Pressure @ LEFT Side of Footing 1,595.80 psf 0.00 psf Soil Pressure @ RIGHT Side of Footinc 0.00 psf 1,595.80 psf Moments... Actual Mu @ Left Wall Edge 422.09 ft- 422.09 ft-# Actual Mu @ Right Wall Edge 42.82 ft-# 42.82 ft-# Shears... vu/. 85 @ 'd' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @ 'd' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 5,946.00 ft-# 5,946.00 ft-# Resisting Moment 9,563.13 ft-# 9,563.13 ft-# Overturning Stability Ratio' 1.608 :1 1.608:1 P GDA ENGINEERING & SURVEYING Title: JOHNNY SMITH CONSTRUCTION Job # 98024 220 GRAND AVE.Dsgnr: KCL Date: 1:22PM, 31 MAR 98 OROVILLE, CA 95965 Description: STRUCTURAL CALCULATIONS 916-533-2068 Scope: CHECK LATERAL STABILITY FAX 916-533-3551 Rev: 504001 Plywood Shear Wall & Footing Page 1 Description LINE A,6' PANEL LGeneral Information - # Plywood Layers 1 Wall Length 6.000 ft End Post Dimension 1.50 in Plywood Grade Structural II Wall Height 8.000 ft Seismic Factor 0.138 Nail Size 8d Wall Weight ,10.000 psf Nominal Sill Thick. 3.00 Thickness 7/16" Ht / Length 1.333 Stud Spacing 16.00 in Loads Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 - 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 320.00 #/ft 0.00 ft to 6.00 ft Uniform Load # 1 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 94.00 #/ft 6.00Oft = 564.001bs Uniform Shear @ Top of Wall 0.00 #/ft " 6.00Oft = 0.00 lbs Strut Force Applied @ Top of Wall 320.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.750 ft Concrete Weight 145.00 pcf Wall Length 6.000 ft Rebar Cover 3.00 in Past Left Edge of W 0.750 ft fc 2,500.00 psi Footing Length 7.500 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Summary Design OK Wall Summary... Using 7/16" Thick Structural II on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 158.4#/ft, Capacity = 260.000#/ft -> OKJ Wall Overturning = 7,337.Oft-#, Resisting Moment=.7-200.0ft-#, End Uplift = �/ albs Max. Soil Pressures: @ Left = 1,692.5psf, @ Right = 1,692.5psf M� = 72�✓X O 6 % =r3 �� Footing Summary... Max. Footing Shear = 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 1.578: 1 Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing HD15 w/5.5" long bolts, Capacity = 1530 lbs HD15 w/5.5" long bolts, Capacity = 1530 lbs HD2A w/1.5" long bolts, Capacity = 1555 lbs - 4 HD2A w/1.5" long bolts, Capacity = 1555 lbs HD2 w/1.5" long bolts, Capacity = 1595 lbs HD2 w/1.5" long bolts, Capacity = 1595 lbs HDSA w/1.5" long bolts, Capacity = 1870 lbs HDSA w/1.5" long bolts, Capacity = 1870 lbs 14 91 • GDA ENGINEERING 8 SURVEYING Title :JOHNNY SMITH CONSTRUCTION Job #98024 220 GRAND AVE. .,y Dsgnr: KCL I Date: 1:22PM, 31 MAR 98 OROVILLE, CA 95965 Description : STRUCTURAL CALCULATIONS 916-533-2068 FAX 916-533-3551 Scope: CHECK LATERAL STABILITY R— 504001 Plywood Shear (Nall & Footing Page 2 Description LINE A,6' PANEL Footing Analysis Lateral Forces Acting in Direction .Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 2.376 ft 2.376 ft Soil Pressure @ LEFT Side of Footing 1,692.46 psf 0.00 psf Soil Pressure @RIGHT Side of Footinc 0.00 psf 1,692.46 psf Moments... Actual Mu @ Left Wall Edge 454.36 ft-# 454.36 ft-# Actual Mu @ Right Wall Edge 42.82 ft-# 42.82 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @ 'd' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... ,Overturning Moment 8,287.20 ft-# 8,287.20 ft# Resisting Moment 13,078.13 ft-# 13,078.13 ft-# Overturning Stability Ratio 1.578 :1 1.578 :1 GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Rev: 504001 Description LINE A,23' PANEL Title: JOHNNY SMITH CONSTRUCTION Job # 98024 Dsgnr. KCL Date: 1:20PM, 31 MAR 98 Description: STRUCTURAL CALCULATIONS Scope : CHECK LATERAL STABILITY Plywood Shear Wall & Footing Page 1 LGeneral Information Vertical # Plywood Layers 1 Wall Length 23.000 ft End Post Dimension 1.50 in Plywood Grade Structural II Wall Height 8.000 ft Seismic Factor 0.138 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 7/16" Ht / Length' 0.348 Stud Spacing 16.00 in 7/4 c-knlz? _ Ti,A/o /A/o '*/, 17-,-,Al- Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 320.00 #/ ft 0.00 ft to 23.00 ft Uniform Load # 1 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... ' Uniform Shear @ Top of Wall 94.00 #/ft 23.000ft = 2,162.00 lbs Uniform Shear @ Top of Wall 0.00 #/ft 23.000ft = 0.00 lbs Strut Force Applied @ Top of Wall 320.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 23.000 ft Rebar Cover 3.00 in Past Left Edge of \N 0.000 ft fc . 2,500.00 psi Footing Length 23.000 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary... Using 7/16" Thick Structural II on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear= 119.0#/ft, Capacity= 260.000#/ft -> OK Wall Overturning = 20,871.7ft-#, Resisting Moment = 105,800.Oft-#, End Uplift = O.00Ibs Max. Soil Pressures: @ Left = 812.8psf, @ Right = 812.8psf Footing Summary..: Max. Footing Shear= 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 6.106: 1 pel�_ code- /y GDA ENGINEERING & SURVEYING 220 GRAND AVE.. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Rw.. 504001 Title: JOHNNY SMITH CONSTRUCTION Job # 98024 Dsgnr: KCL Date: 1:20PM, 31 MAR 98 Description: STRUCTURAL CALCULATIONS Scope: CHECK LATERAL STABILITY Plywood Shear Wall & Footing Page 2 Description LINE A,23' PANEL Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 1.883 ft 1.883 ft Soil Pressure @ LEFT Side of Footing 812.76 psf 277.24 psf Soil Pressure @ RIGHT Side of Footinc 277,24 psf 812.76 psf Moments... Actual Mu @ Left Wall Edge 0.00 ft-# 0.00 ft-# Actual Mu @ Right Wall Edge 0.00 ft-# 0.00 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @ 'd' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... r Overturning Moment 23,607.60 ft-# 23,607.60 ft-# Resisting Moment 144,152.50 ft-# 144,152.50 ftd# Overturning Stability Ratio 6.106 :1 6.106 :1 GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 85965 (530) 533-2066 y4 5L sT2�rr Fore 41171A9fzr-t . /52 T. L O Off/ �!1 N6GS GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Title: JOHNNY SMITH CONSTRUCTION Job # 98024 Dsgnr: KCL Date: 3:17PM, 31 MAR 98 Description: STRUCTURAL CALCULATIONS Scope : CHECK LATERAL STABILITY Rev. 504°°I Plywood Shear Wall & Footing Page 1 j Description LINE C, 4' PANEL LGeneral Information Uniform Shear @ Top of Wall 84.60 #/ft # Plywood Layers 1 Wall Length 0.00 #/ft 4.000 ft End Post Dimension 1.50 in Plywood Grade Structural II Wall Height 8.000 ft Seismic Factor 0.138 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 7/16" Ht / Length 2.000 Past Left Edge of Wall Stud Spacing 16.00 in 4 Wall Length 4.000 ft Rebar Cover 3.00 in 'Past Left Edge of W 0.750 ft _ 2,500.00 psi 4reel-6- 9 -d Loads Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % Vertical Loads... Footing Thickness 12.00 in Point Load # 1 0.00,lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 368.00 #/ft 0.00 ft to 4.00 ft Uniform Load # 1 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 84.60 #/ft 4.000ft = 338.40 lbs Uniform Shear @ Top of Wall 0.00 #/ft ` 4.000ft = 0.00 lbs Strut Force Applied @ Top of Wall 160.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.750 ft Concrete Weight 145.00 pcf Wall Length 4.000 ft Rebar Cover 3.00 in 'Past Left Edge of W 0.750 ft fc 2,500.00 psi Footing Length 5.500 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in 1111"'''mmmi Design OK Wall Summary... Using 7/16" Thick Structural II on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 135.6#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 4,163.8ft-#, Resisting Moment = 3,584.Oft-#, End Uplift = 144.96lbs Max. Soil Pressures: @ Left = 1,851.3psf, @ Right = 1,851.3psf Footing Summary... Max. Footing Shear= 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 1.513: 1 Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... HD15 w/5.5" long bolts, Capacity = 1530 lbs HD15 w/5.5" long bolts, Capacity = 1530 lbs HD2A w/1.5" long bolts, Capacity = 1555 lbs -fir-- HD2A w/1.5" long bolts, Capacity = 1555 lbs HD2 w/1.5" long bolts, Capacity = 1595 lbs HD5A w/1.5" long bolts, Capacity = 1870 lbs AG I'D rrC.dC/C- HD2 w/1.5" long bolts, Capacity = 1595 lbs HD5A w/1.5" long bolts, Capacity = 1870 lbs GD'A ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Rer. 504001 Description LINE C, 4' PANEL Title: JOHNNY SMITH CONSTRUCTION Job # 98024 Dsgnr: KCL Date: 3:17PM, 31 MAR 98 Description: STRUCTURAL CALCULATIONS Scope : CHECK LATERAL STABILITY Plywood Shear Wall & Footing Page 2 Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 1.817 ft 1.817 ft Soil Pressure @ LEFT Side of Footing 1,851.28 psf 0.00 psf Soil Pressure @ RIGHT Side of Footinc 0.00 psf 1,851.28 psf Moments... Actual Mu @ Left Wall Edge 485.35 ft-# 485.35 ft-# Actual Mu @ Right Wall Edge 42.82 ft-# 42.82 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @ 'd' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 4,706.40 ft-# 4,706.40 ft-# Resisting Moment 7,121.13 ft-# 7,121.13 ft-# Overturning Stability Ratio 1.513:1 1.513:1 3 GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Rev: 504001 Description LINE C, 5' PANEL Title: JOHNNY SMITH CONSTRUCTION Job # 98024 11 Dsgnr: KCL Date: 3:03PM, 31 MAR 98 / b/ Description: STRUCTURAL CALCULATIONS Scope: CHECK LATERAL STABILITY Plywood Shear Wall & Footing Page 1 LGeneral Information Point Load # 1 0.00 lbs # Plywood Layers 1 Wall Length 5.000 ft End Post Dimension 1.50 in Plywood Grade Structural II Wall Height 8.000 ft Seismic Factor 0.138 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 7/16" Ht / Length 1.600 Lateral Loads... Stud Spacing 16.00 in Me It-- /I./,.• /i = 1A4 3V, I T.. L /, y S'r Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 . 0.00 lbs at ft Uniform Load # 1 368.00 #/ft 0.00 ft to 5.00 ft Uniform Load # 1 0:00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 84.60 #/ft 5.000ft = 423.001bs Uniform Shear @ Top of Wall . 0.00 #/ft "; 5.000ft = 0.00 lbs Strut Force Applied @ Top of Wall- 200.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.500 ft Concrete Weight 145.00 pcf Wall Length 5.000 ft Rebar Cover 3.00 in Past Left Edge of W 0.500 ft fc 2,500.00 psi Footing Length 6.000 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in "''mmmi Design OK Wall Summary... Using 7/16" Thick Structural II on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 135.6#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 5,204.8ft-#, Resisting Moment = 5,600.Oft-#, End Uplift -- BBibs Max. Soil Pressures: @ Left = 1,870.6psf, @ Right = 1,870.6psf t.l Jr &0V X O, b 7 Footing Summary... Max. Footing Shear= O.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 1.586 : 1- cIsE" 14026 NAS//'s Soir GD.A ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Rev. 504001 Description LINE C, 5' PANEL Title: JOHNNY SMITH CONSTRUCTION Job # 98024 Dsgnr: KCL Date: 3:03PM, 31 MAR 98 Description: STRUCTURAL CALCULATIONS Scope: CHECK LATERAL STABILITY Plywood Shear Wall. & Footing Page 2 Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 1.892 ft 1.892 ft Soil Pressure @ LEFT Side of Footing 1,870.63 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 1,870.63 psf Moments... Actual Mu @ Left Wall Edge 228.97 ft-# 228.97 ft-# Actual Mu @ Right Wall Edge 19.03 ft-# 19.03 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @ 'd' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 5,883.00 ft-# 5,883.00 ft-# Resisting Moment 9,330.00 ft-# 9,330.00 ft-# Overturning Stab iIity,Ratio 1.586 :1 1.586 :1 GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Rev: 504001 Title: JOHNNY SMITH CONSTRUCTION Job # 98024 Dsgnr: KCL Date: 3:01 PM, 31 MAR 98 Description: STRUCTURAL CALCULATIONS v Scope: CHECK LATERAL STABILITY Plywood Shear Wall & Footing Description LINE C, 10.5' PANEL Page 1 [General Information # Plywood Layers 1 Wall Length 10.500 ft End Post Dimension 1.50 in Plywood Grade Structural II Wall Height 8.000 ft Seismic Factor 0.138 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 7/16" Ht / Length 0.762 Stud Spacing 116.00 in '/R `fc- = j A!:/ A/ro 4 TT S - Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 368.00 #/ft 0.00 ft, to 10.50 ft Uniform Load # 1 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 84.60 #/ft 10.500ft = 888.30 lbs Uniform Shear @ Top of Wall 0.00 #/ft 10.500ft = 0.00 lbs Strut Force Applied @ Top of Wall 160.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 10.500 ft Rebar Cover 3.00 in Past Left Edge of W 0.000 ft fc 2,500.00 psi Footing Length .10.500 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary... Using 7/16" Thick Structural II on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear= 110.9#/ft, Capacity= 260.000#/ft -> OK Wall Overturning = 8,850.1ft-#, Resisting Moment = 24,696.Oft-#, End Uplift = O.00Ibs Max. Soil Pressures: @ Left = 1,138.Opsf, @ Right = 1,138.Opsf Footing Summary... Max. Footing Shear= O.00psi, Allowable= 100.00 psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 3.264 : 1 A8 doer code- GDA ENGINEERING $ SURVEYING Title: JOHNNY SMITH CONSTRUCTION Job # 98024 220 GRAND AVE. Dsgnr. KCL Date: 3:01 PM, 31 MAR 98 ' OROVILLE, CA 95965 Description: STRUCTURAL CALCULATIONS 916-533-2068 Scope : CHECK LATERAL STABILITY FAX 916-5334551 R°�. 5-400; Plywood Shear Wail & Footing Page 2 Description LINE C, 10.5' PANEL Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 1.608 ft 1.608 ft Soil Pressure @ LEFT Side of Footing 1,138.00 psf 48.00 psf Soil Pressure @ RIGHT Side of Footinc 48,00 psf 1,138.00 psf Moments... Actual Mu @ Left Wall Edge 0.00 ft-# 0.00 ft-# Actual Mu @ Right Wall Edge 0.00 ft-# 0.00 ft-# Shears... vu/.85 @-'d' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @ 'd' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 10,014.30 ft-# 10,014.30 ft-# Resisting Moment 32,689.13 ft-# 32,689.13 ft-# Overturning Stability Ratio 3.264 :1 3.264 :1 GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 • (530) 533-2068 GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 =E ps r x�-. 5/, %6 Ali X ��2 = /O �� • .� �- GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Title: JOHNNY SMITH CONSTRUCTION Job # 98024 Dsgnr: KCL Date: 45113M, 31 MAR 98 Description: STRUCTURAL CALCULATIONS Scope: CHECK LATERAL STABILITY Rev. 504001 Plywood Shear Wall & Footing Page 1 Description LINE 2, 14.5' PANEL LGeneral Information Uniform Shear @ Top of Wall 271.00 #/ft 14.500ft = # Plywood Layers 1 Wall Length 0.00 lbs 14.500 ft End Post Dimension 1.50 in Plywood Grade Structural II Wall Height 8.000 ft Seismic Factor 0.138 Nail Size 8d Wall Weight Footing 10.000 psf Nominal Sill Thick. 3.00 Thickness 7/16" Ht / Length 145.00 pcf 0.552 Stud Spacing 16.00 in Past Left Edge of W 2.250 ft fc 2,500.00 psi Loads Fy , 40,000.00 psi Footing Width 1.00 ft Min. Steel As % Vertical Loads..: Footing Thickness 12.00 in Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3. 0.00 lbs at ft Uniform Load # 1 208.00 #/ft 0.00 ft to 10.50 ft Uniform Load # 1 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 271.00 #/ft 14.500ft = 3,929.50 lbs Uniform Shear @ Top of Wall 0.00 #/ft 14.500 ft = 0.00 lbs Strut Force Applied @ Top of Wall 50.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 2.500 ft Concrete Weight 145.00 pcf Wall Length 14.500 ft Rebar Cover 3.00 in Past Left Edge of W 2.250 ft fc 2,500.00 psi Footing Length 19.250 ft Fy , 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in rnrw� � .,esign OK Wall Summary... i�2 G )'1� 612D E.A, s i' Dis Wi l �lar� �� = 3� / Using 7/16" Thick Structural II on 1 side/s, Nailing is 8d at 4 in @ Edges, 8d at 12 in @ Field Applied Shear = 285.5#/ft, Capacity = 380.000#/ft -> OK Wall Overturning = 32,476.3ft-#, Resisting Moment = 19,876.Oft-#, End Uplift = 868.99lbs Max. Soil Pressures: @ Left = 1,357.5psf, @ Right = 951.Opsf Footing Summary... . Max. Footing Shear = 16.68psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.19in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 1.505 : 1 Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... HD15 w/5.5" long bolts, Capacity = 1530 lbs HD15 w/5.5" long bolts, Capacity= 1530 lbs HD2A w/1.5" long bolts, Capacity = 1555 lbs $- HD2A w/1.5" long bolts, Capacity = 1555 lbs HD2 w/1.5" long bolts, Capacity = 1595 lbs HD2 w/1.5" long bolts, Capacity = 1595 lbs HD5A w/1.5" long bolts, Capacity -- 1870 lbs HD5A w/1.5" long bolts, Capacity= 1870 lbs GDA ENGINEERING & SURVEYING Title: JOHNNY SMITH CONSTRUCTION Job # 98024 220 GRAND AVE. Dsgnr: KCL Date: 4:51 PM, 31 MAR 98 OROVILLE, CA 95965 Description: STRUCTURAL / CALCULATIONS 916-533-2068 FAX 916-533-3551 Scope: CHECK LATERAL STABILITY Rev. 504001 Plywood Shear Wall & Footing Page 2 Description LINE 2,14.5" PANEL Footing Analysis Lateral Forces Actinq in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 6.612 ft 5.324 ft Soil Pressure @ LEFT Side of Footing 1,357.48 psf 0.00 psf Soil Pressure @ RIGHT Side of Footinc . 0.00 psf 951.05 psf Moments... Actual Mu @ Left Wall Edge 3,722.03 ft-# 2,086.19 ft-# Actual Mu @ Right Wall Edge 428.20 ft-# 475.78 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge 16.682 psi 2.073 psi vu/.85 @ 'd' from Right Wall Edge. 1.658 psi 9.197 psi Allowable Vn100.000 psi 100.000 psi Overturning... Overturning Moment 36,615.90 ft-# 36,615.90 ft-# Resisting Moment 55,101.78 ft-# 63,001.78 ft-# Overturning Stability Ratio 1.505 :1 1.721 :1 GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Title: JOHNNY SMITH CONSTRUCTION Job # 98024 Dsgnr: KCL Date: 8:56AM, 1 APR 98 25/ Description: STRUCTURAL CALCULATIONS Scope : CHECK LATERAL STABILITY Rw. 504001 Plywood Shear Wall & Footing Page 1 Description LINE 3, 7.5' PANEL General Information # Plywood Layers 1 Wall Length 7.500 ft End Post Dimension 1.50 in Plywood Grade Structural II Wall Height 8.000 ft Seismic Factor 0.138 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 7/16" Ht / Length 1.067 Stud Spacing 16.00 in 7.500 ft = 0.00 lbs Loads 104.00 lbs Vertical Loads... 0.00 lbs Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft 145.00 pcf Uniform Load # 1 208.00 #/ft 0.00 ft to 7.50 ft Uniform Load # 1 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 115.50 #/ft * 7.500 ft = 866.25 lbs Uniform Shear @ Top of Wall 0.00 #/ft 7.500 ft = 0.00 lbs Strut Force Applied @ Top of Wall 104.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.500 ft Concrete Weight 145.00 pcf Wall Length 7.500 ft Rebar Cover 3.00 in Past Left Edge of W 0.500 ft fc 2,500.00 psi Footing Length 8.500 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in - "-'y y . Design OK Wall Summary... 710 "s jacca Using 7/16" Thick Structural II on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 140.4#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 8,093.2ft-#, Resisting Moment = 8,100.Oft-#, End Uplift = O.00Ibs Max. Soil Pressures: @ Left = 1,455.4psf, @ Right = 1,455.4psf Footing Summary... Max. Footing Shear = 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 1.576: 1 GDA ENGINEERING & SURVEYING Title: JOHNNY SMITH CONSTRUCTION Job # 98024 220 GRAND AVE. Dsgnr: KCL Date: 8:56AM, 1 APR 98 OROVILLE, CA 95965 + Description: STRUCTURAL CALCULATIONS 916-533-2068 Scope: CHECK LATERAL STABILITY FAX 916-533-3551 Plywood Shear Wall & Footing Page 2 Description LINE 3, 7.5' PANEL Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 2.696 ft 2.696 ft Soil Pressure @ LEFT Side of Footing 1,455.40 psf 0.00 psf Soil Pressure @ RIGHT Side of Footinc 0.00 psf 1,455.40 psf Moments... Actual Mu @ Left Wall Edge 174.24 ft-# 174.24 ft-# Actual Mu @ Right Wall Edge 19.03 ft-# 19.03 ft-# Shears... vu/. 85 @ 'd' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @ 'd' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 9,146.25 ft-# 9,146.25 ft-# Resisting Moment 14,418.13 ft-# 14,418.13 ft-# Overturning Stability Ratio 1.576 :1 1.576 :1 I GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Title: JOHNNY SMITH CONSTRUCTION Job # 98024 Dsgnr: KCL Date: 8:52AM, 1 APR 98 Description: STRUCTURAL CALCULATIONS 27/ Scope: CHECK LATERAL STABILITY R�:504001 Plywood Shear Wall & Footing Page 1 j Description LINE 3, 6' PANEL General Information # Plywood Layers 1 Wall Length 6.000 ft End Post Dimension 1.50 in Plywood Grade Structural II Wall Height 8.000 ft Seismic Factor 0.138 Nail Size 8d _ Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 7/16" Ht / Length 1.333 Stud Spacing 16.00 in 6.000ft = 0.00 lbs Loads 104.00 lbs Vertical Loads... 0.00 lbs Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft 145.00 pcf Uniform Load # 1 208.00 #/ft 0.00 ft to 6.00 ft Uniform Load # 1 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 115.50 #/ft 6.000ft = 693.00 lbs Uniform Shear @ Top of Wall 0.00 #/ft 6.000ft = 0.00 lbs Strut Force Applied @ Top of Wall 104.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 1.000 ft Concrete Weight 145.00 pcf Wall Length 6.000 ft Rebar Cover 3.00 in Past Left Edge of W 1.000 ft fc 2,500.00 psi Footing Length 8.000 ft _ Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary... Using 7/16" Thick Structural II on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 143.9#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 6,641.Oft-#, Resisting Moment = 5,184.Oft-#, End Uplift = 242.83lbs Max. Soil Pressures: @ Left = 1,373.7psf, @ Right = 1,373.7psf Footing Summary... Max. Footing Shear = 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 1.539 : 1 Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing HD15 w/5.5" long bolts, Capacity = 1530 lbs HD15 w/5.5" long bolts, Capacity = 1530 lbs HD2A w/1.5" long bolts, Capacity = 1555 lbs HD2A w/1.5" long bolts, Capacity = 1555 lbs HD2 w/1.5" long bolts, Capacity = 1595 lbs HD2 w/1.5" long bolts, Capacity = 1595 lbs HD5A w/1.5" long bolts, Capacity = 1870 lbs HD5A w/1.5" long bolts, Capacity = 1870 lbs GDA ENGINEERING & SURVEYING Title: JOHNNY SMITH CONSTRUCTION Job # 98024 220 GRAND AVE. Dsgnr: KCL Date: 8:52AM, 1 APR 98 'OROVILLE, CA 95965 Description: STRUCTURAL CALCULATIONS 2 8/ 916-533-2068 Scope: CHECK LATERAL STABILITY FAX 916-533-3551 Plywood Shear Wall & Footing Page 2 'Description LINE 3, 6' PANEL Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 2.598 ft 2.598 ft Soil Pressure @ LEFT'Side of Footing 1;373.68 psf 0.00 psf Soil Pressure @ RIGHT Side of Footinc 0.00 psf 1,373.68 psf Moments... Actual Mu @ Left Wall Edge 618.63 ft-# 618.63 ft-# Actual Mu @ Right Wall Edge 76.13 ft-# 76.13 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @ 'd' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 7,504.20 ft-# 7,504.20 ft-# Resisting Moment 11,552.00 ft-# 11,552.00 ft-# Overturning Stability Ratio 1.539 :1 1.539 :1 GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 -FAX 916-533-3551 Rev. 504001 Title: JOHNNY SMITH CONSTRUCTION Job # 98024 Dsgnr: KCL Date: 8:59AM, 1 APR 98 Description: STRUCTURAL CALCULATIONS Z Scope: CHECK LATERAL STABILITY Plywood Shear Wall & Footing Page t Description LINE 3, 12.5' PANEL General Information # Plywood Layers 1 Wall Length 12.500 ft End Post Dimension 1.50 in Plywood Grade Structural II Wall Height 8.000 ft Seismic Factor 0.138 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 7/16" Ht / Length 0.640 Stud Spacing 16.00 in 12.500 ft = 1,443.75 lbs Loads 0.00 #/ft 12.500 ft = Vertical Loads... Strut Force Applied @ Top of Wall 104.00 lbs Point Load # 1 0.00 lbs at 0.00 ft 0.00 lbs Point Load # 2 0.00 lbs at 0.00 ft Moment Applied @ Top of Wall Point Load # 3 0.00 lbs at ft Uniform Load # 1 208.00 #/ft 0.00 ft to 12.50 ft Uniform Load # 1 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 115.50 #/ft 12.500 ft = 1,443.75 lbs Uniform Shear @ Top of Wall 0.00 #/ft 12.500 ft = 0.00 lbs Strut Force Applied @ Top of Wall 104.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.000 it Concrete Weight 145.00 pcf Wall Length 12.500 it Rebar Cover 3.00 in Past Left Edge of W 0.000 ft fc 2,500.00 psi Footing Length 12.500 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in ■ Design OK Wall Summary... �/B S YucCo = /BO Using 7/16" Thick Structural II on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 134.9#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 12,934.Oft-#, Resisting Moment = 22,500.Oft-#, End Uplift = O.00Ibs Max. Soil Pressures: @ Left = 1,016.7psf, @ Right = 1,016.7psf Footing Summary... Max. Footing Shear = 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning. Stability Ratio = 2.314: 1 I' J - � 1• GDA ENGINEERING $ SURVEYING Title: JOHNNY SMITH CONSTRUCTION Job #98024 220 GRAND AVE. Dsgnr: KCL Description: Date: 8:59AM, 1 APR 98 OROVILLE, CA 95965 STRUCTURAL CALCULATIONS Y 916-533-2068 FAX 916-533-3551 Scope: CHECK LATERAL STABILITY R°v 504001 Plywood Shear Wall & Footing Page 2 Description LINE 3, 12.5' PANEL Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 2.701 ft 2.701 ft . Soil Pressure @ LEFT Side of Footing 1,016.75 psf 0.00 psf Soil Pressure @ RIGHT Side of Footinc 0.00 psf 1,016.75 psf Moments... Actual Mu @ Left Wall Edge 0.00 ft-# 0.00 ft-# Actual Mu @ Right Wall Edge 0.00 ft-# 0.00 ft-# Shears... vu/.85 @'d' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @ 'd' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment' 14,619.75 ft-# 14,619.75 ft-# Resisting Moment 33,828.13 ft-# 33,828.13 ft-# Overturning Stability Ratio 2.314 :1 2.314 :1 i ENGINEERING SURVEYING PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 1 April 1 1998 Butte County Building Department 7 County Center Drive Oroville, CA. 95965 RE: Truss Calculations The truss calculations prepared by Longfellow Lumber Co., Inc for Johnny Smith Construction, Grover Home, conform to the intent of the plans. Sincerely, J Kenneth C. �Lenharat, P.E. GDA Engineering, Surveying, Planning KCL:dI File: 98024.21tr KENNETH C. LENHARDT P.E. JOHN D. CHRISTOFFERSON P.L.S. Uniformly Loaded Floor Beam[ 94 UBC (91 NDS) ] Ver. v4051987 By: Building Division - Butte County, CA , County of Butte on: 05-08-1998 Project: - Location: Summary: 3.50 IN x 5.50 IN x 6.0 FT / #2 -'DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 23.0% Controlling Factor: Section Modulus / Depth Required 4.96 In Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.09 IN = L/805 Total Load: TLD= 0.11 IN = L/634 Reactions (Each End): Live Load: RL= 714 LB Dead Load: RD= 193 LB Total Load: RT= 907 LB Bearing Length Reqd.: BL= 0.41 IN Beam Data: Span: L= 6.0 FT Maximum Unbraced Span: Lu= 0.5 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Floor Loading: Floor Dead Load: DL= 7 PSF Side One: Floor Live Load: LL1= 28 PSF .� Tributary Load Span(Side One): TW 1= 4.25 FT Side Two: Floor Live Load: LL2= 28 PSF Tributary Load Span(Side Two): TW2= 4.25 FT -i ` Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Average Uniform Live Load: LLave= 28 PSF Beam Loading: Beam Total Live Load: wL= 238 PLF Beam Self Weight: BSW = 5 PLF Beam Total Dead Load: wD = 64 PLF Total Maximum Load: wT= 302 PLF Controlling Total Design Load: wTcont= 302 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI - Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc—perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb' = 1137 PSI Adjustment Factors: Cd=1.00 C1=1.00 Cf =1.30 Fv' : Fv' = 95 PSI Adjustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 1360 FT -LB Shear (@ d from beam end): V = 768 LB Comparisons With Required Sections: Modulus: Sreq= 14.4 IN3 ,Section S= 17.6 IN3 Area: Areq = 12.2 I N2 A= 19.2 IN2 Moment of Inertia: Ireq= 21.7 IN4 I= 48.5 IN4 Uniformly Loaded Floor Beam[ 94 UBC (91 NDS) ] Ver. v4051987 By: Building Division - Butte County, CA , County of Butte on: 05-08-1998 Project: - Location: ✓ ,� Summary: 1:50 IN x 5.50 IN x 6.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 22.7% Controlling Factor: Section Modulus / Depth Required 4.97 In Deflections: ^ Dead Load: DLD= 0.02 IN Live Load: LLD= 0.09 IN = L/805 Total Load: TLD= 0.11 IN = L/634 Reactions (Each End): Live Load: RL = 306 LB Dead Load: RD= 83 LB Total Load: RT= 389 LB Bearing Length Reqd.: BL= 0.41 IN Beam Data: Span: L= 6.0 FT Maximum Unbraced Span: Lu= 0.5 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Floor Loading: Floor Dead Load: DL= 3 PSF Side One: Floor Live Load: LL1= 12 PSF Tributary Load Span(Side One): TW 1= 4.25 FT Side Two: Floor Live Load: LL2= 12 PSF 'Tributary Load Span(Side Two): 'IW2= 4.25 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Average Uniform Live Load: LLave= 12 PSF Beam Loading: Beam Total Live Load: wL= 102 PLF Beam Self Weight: BSW = 2 PLF Beam Total Dead Load: wD = 28 PLF Total Maximum Load: wT= 130 PLF Controlling Total Design Load: wTcont= 130 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb' = 1135 PSI Adjustment Factors: Cd =1.00 C1=1.00 Cf =1.30 Fv' : - Fv' = 95 PSI Adjustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 583 FT -LB Shear (Q d from beam end): V = 329 LB Comparisons With Required Sections: Section Modulus: Sreq= 6.2 IN3 S= 7.5 IN3 Area: Are q= 5.2 IN2 A= 8.2 IN2 Moment of Inertia: Ireq= 9.3 IN4 I= 20.7 IN4 c'- "�' ro 220 GRAND AVENUE . OROVILLE, CA 95965 (530) 533-2068 [ 4j TRANSMITTAL [ ] MEMO TO: BUTTE COUNTY BLDG. DEPT. 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 DATE: 5-11-98 JOB NO: 98-024 SUBJECT: STRUCTURAL CALCS ATTENTION: LINDA SEXTON ENCLOSED FIND THE FOLLOWING: [ I HEREWITH / SHIPPED STANDARD I I UPS I I FED EX I I FAX I I HAND CARRY I I CLIENT PICKUP COPIES DATED DESCRIPTION . 1 5-6-98 STRUCTURAL CALC FOR: [ ] YOUR APPROVAL [ ] SIGNATURE [ ] REVISION [ ] CHECKING [ I FOLLOW UP [ ) YOUR INFORMATION [ ] YOUR FILES [ I PER YOUR REQUEST [ I RECORDING REMARKS: SINCERELY, COPY TO: JOHNNY SMITH BY: KENNETH C. LENHARDT, P.E. KENNETH C. LENHARDT, P.E. JOHN D. CHRISTOFFERSON, P.L.S 43DA ENGINEERING & SURVL.. AG r` r 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Rev: 510001 Title: JOHNNY SI CONSTRUCTION Job # 98024 Dsgnr: KCL Date: 1:34PM, 6 MAY 98 Description: STRUCTURAL CALCULATIONS Scope : CHECK LATERAL STABILITY Timber Beam & Joist Page 1 Description ALTERNATIVE DESIGN FOR FLOOR GIRDER TO ALLOW 6'SPAN, 8'O.C. Timber Member Information r Left End DL lbs GIRDER Timber Section Max. DL+LL 3-9x6 U SE 4)( Beam Width in 4.500 S" Beam Depth in 5.500 Le: Unbraced Length ft 4.00 Timber Grade L/Defl Ratio Douglas Fir- Larch Fb - Basic Allow psi 875.0 ' Fv -, Basic Allow psi 85.0 Elastic Modulus ksi 1,300.0 Load Duration Factor 1.000 Member Type Sawn Center Span Data Span ft6.00 Dead Load #/ft 85.00 Live Load #/ft 340.00 Results Ratio =' 0.8911 Mmax @ Center in -k 22.95 X= ft 3.00 fb : Actual psi 1,011.6 Fb : Allowable psi 1,135.2 Bending OK fv : Actual psi 65.5 Fv : Allowable psil 85.0 Shear OK Reactions Left End DL lbs LL lbs Max. DL+LL lbs Right End DL lbs LL lbs Max. DL+LL lbs Deflections Center DL Defl in L/Defl Ratio Center LL Dell in UDefl Ratio Center Total Defl in Location ft UDefl Ratio 255.00 1,020.00 1,275.00 255.00 1,020.00 1,275.00 -0.031 2,356.1 -0.122 589.0 -0.153 3.000 471.2 E JJ)(1- 4- DNS g)(b N,4/1,EP To Z/X ),Vlrrq . 16 C/ STOf���-yc� 9 USE �/X b x'02 PIE,e S I RESIDENTIAL 072-340-011 PERMIT#96-1431 s GROVER, Ed 549 Black Bart Rd., Oroville i Cont; Johnny A. Smith Const. New Pri Det Garage a Vr . tn' S! s J B FINALED (Date 6///7b7— Signature i.;- C I RESIDENTIAL 072-340-011 PERMIT#96-1431 s GROVER, Ed 549 Black Bart Rd., Oroville i Cont; Johnny A. Smith Const. New Pri Det Garage a Vr . tn' S! s J B FINALED (Date 6///7b7— Signature i.;- V=OK 0 = Not OK r = Not Applicable ' •=Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location-Test0rap; / /°L'ft. / /Nat. or/ PL"ft./* /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7: Water and Sewer Connected -C/O to Grade -HD Approval - 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date 'Card B-1 I Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS VERS, CARPORTS, GARAGES Plans OK except #'s - ni equireme is-Setba ks-Easements ootings; S ' S' Spacing -Connector - t 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood'Awn.; Posts-Beams-Rf rs.-Connectors Shthg: Rfg: Bracing Date 7— --'�' (p Card B-1 Date ` Card B-1 Date Card B-1 Date and 13 - Date FSOOLS (PlaniWexcept #'s 1. Set cks-Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S 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 (Single ' = Date UNDERFLOOR (Plans) OK except If's Date 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Fig. Depth _ 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth & Duplex) FRAMING (Continued 45. Hangers -Post Caps -Anchors -Connectors ------------------------ 46. Prig. Joist-Rftr. ties- Purlin-roof Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth ------- 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel -Block outs -Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped - 8. Piers -Fireplace Ftg.-Steel , 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer -Test , 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -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 PLUMBING (Permit) OK except a's 16. Water Htr.: Vent -Access -Combustion Air -Baffle ---------------------- 17. Water Pipe; Test & Anchor -Nail Protection ----------------------------------------------- ------ 18. D.W.V.; Test -Fittings & Anchor -Nail Protection ------------------------------------------------- - -- --- 19. Shower Pan: Test. First Floor -Tub Access ----------------------------------------------- ------- 20. Test Tub & Shower. Second Floor -Tub Access 21. Gas Pipe: Size & Anchors ------------- ------------------------------------------------------------------ Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a's 22. Fixture & Transformer Clearance -Ins. Protection ------- - - ----------------------------------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors --------- ------ - ------ ------------------------------- 24. Size Boxes & No. of Conductors -Stapled ---------- ----------------------------------- --------------------------- 25. --------------.._.-----.25. Romex Installed Close to Edge of Studs & C.J. --------------------------------------------------------- 26. Equip Ground made up w/Mech. Fastners-Bond Gas & Water ----------------------------------------------.-.._- .. ........ ...... 27. 2 Appliance Circuts in Kitchen & Conductor S1ze,GFI ------------------------------------------..._....... .. 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga. Cu or At -------------------------- 29. -------------- 29. Range Circ. ga. Cu or AI -Oven Circ. ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ------------------------------------ ------------------ .. 30. Service -Riser Conductors & Ground -Main Disconnect --------.............................................. ....... ....... .. 31. Equip Clearances Panels-Motors-Mech. Equip. ------------------------------------------------------- . ---_. ...... ....... 32. Clothes Closet Light -Shower Light -Spa Light ---------------------- ---------- -- ............. 33. Smoke Detector ---------------...-------...... .-------- --------....._ ..- -- --- ------ .. Date Card B-1 Date Card B-1 ----------------------------------------------- .. ....... ... ... .. Date Card B-1 Date Card B-1 Date MECHANICAL,(Permit) OK except a's 34. A.C. Ducts Insulation & Support -----------------...-- - -------............. _ .-----..... .... ..... .... .. _... .. 35. Vent Fan: Exhaust above insulation_ ----------- -- -- -1 ............ ....._.._... .. 36. Condensate Drain & Overflow: Size & Grade -'--- ............... ....................... ....... . 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ------ ------- --- -- -- .._. ... ... .. 38 Attic Access & Platform if Furnance in Att c ---------- --- --._...._-. _. .. ... ......... ... . .. . . .. .. . .. Date Card -B-1 Date Card B-1 Date Card B-1 Date Card B -i Date FRAMING (Plans) OK except ft's 39. Sils. Proper Material & Anchors 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ...... . ....... ............... ...... .. 41. Bearing Walls over Girders & Floor Nailing ... .........._ . ..................... ... .. 42. Draft Stop in Walls (rat proof) . ... I ... _.._. _... ._ _ ... - --.. ........ 43. Fire Stops: Furred Ceil ngs-Stairs-Chases-Tub - -.. _.._ ... _ . .. ... ... .. 44. Headers & Beam -Size & Bearing 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing _ 51. Property Line Firewall & Openings ------------------------------- -- - 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs: Width -Headroom -Rise-Run-Landinq-Fire Protection --------- 54.- plywood on Roof Overhang -Attic Vents -Rafter Outriggers - 55. Siding -Nailing Veneer ---------------------------- --- - 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access -------------------------------- _ 57. -Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows ------------------------------------------ Date ----------------------------------Date Card B-1 Date Card B-1 - -- ------------------------------- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except rr's 61. Ext. Steps -Door & Sidelight Protection -Landings -------------------- - -- 62. Smoke Detector -- -------- ----------------------------- - 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection --------------------------- 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa .... -- --- ... -- -- - ---- ------- 66. Elec. Trim & Sub anel: Breaker Sizes & Labels ..__._---- ---------'------------------ 67. Stags & Rails 68. Fireplace or Stove: Clearances -Hearth .---------------------------------- 69 Elec. Outlets at Wood Panel: Int. & Ext. ......---------------------------- ------ -- 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance ....------------------------------------ -- 71. Elec. Outlets & Receptacles at Kit. Counter ...... ... ........_..------------------------ -------- 72. Garage Fire Door: Swing -Landing -Closer 73. 73. A.C. Duct in Garage -Damper ...... -- ----------------------------------- ----- 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: bove Floor-ech. Protection ----------------------------- 75. Plb.. Elec. & Mech.Equip Listed for Location --------------------------------------- 76. .......- - 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection - -- - - --- -------------------------------- 7;. Insulation -Foam -Looked in Attic ❑ Yes --------------------------------------------------- ----- 78. Guard Rails & Deck Construction -Post Caps ---------------------------------------------------- -- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes - ---- -- 80. Followinginstld.. Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No .---------------------------------------------------------- 81. Stucco: Brown -Finish - - - _ .._ ... - - - - _- - _ ...------------------------------------- 82. A C. Unit: Disconnect. Electrical, Plumbing . ... ... ... ... ... . ..-------------------------------------------- 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings ----------------------------- ---------._..--------------- 84. Water Well: Disconnect. Electrical, Plumbing ---- . ------------------------------------ --- - 85 Exterior Elec. Trim: G.F.I. Receptacle -Underground .. ........... ..--- - ----- ------------------------------- 86 Ventilation Throughout House .- ----------------------------------------- - 87 Glass Protection _ ... _..------------------ -- --------- 88. Corrections from Previous Inspections 89 Gas Test -Meters Tagged: Gas -Electric . . . .. . . ._... . ...---------- ------------------------------------ 90, Water & Sewer Connected -C/O to Grade -HD Approval ------------------------------------------ 91. Energy Compliance Certificate -Other Certificates Date Card B-1 -- -- -- -- --------------------- Date Card B-1 _---------------------------------------Date -------------------------------------------- Date Card B -t Date Card B-1 Date Card B-1 Date "'Card B-1 Comments. at Final: rt 1 I COUNTY OF BUTTE- DEPARTMENT OrDEVe0OPMENT SERVICES -BUILDING DIVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-754y..` PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 072-340-011 ZONING MR BUILDING PERMIT I OWNER ED GROVER TELEPHONE SO. FT. OCC. BUILDING VALUATION 468 U $,424.00 OWNERS MAILING ADDRESS 949 BLACK BART RD agoval.p" 95966 CONTRACTOR'S NAME JOHNNY JCTJ0JTEUEPHONE CONTRACTORS MAILING ADDRESS 55 HART DR ogbyTT.T.-F., 95966 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 8. 24.00 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 108.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 549 BLACK BART RD PERMITFEE $ 198.20 DROVILLE, CA 95966 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARAGE SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: (18'X26')PERMITFEE — Mobile Home I S I G1 W 1 920.00 S Contractor ELECTRICAL PERMIT Filinq Fee 20:00 Main Service a00V OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Ns in full f rce and effect. r, License Class -� - Lic. No. S'7�� 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 NEW CONST. DWELLING OCCUR SO. OR ADONS. ( & ACC. BLDS. ) 3.50 FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.06 AL..as Ex. Occup. (OUTL�E°Ts RESD.)EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 36.35 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. 113"' 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' com ens tion ii surapce carrier and policy number are: Carrier ,5. �i-U�4 e4 '� `��9 � 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 pomply with thos provisions. X K _ ��Date p� / Signat of Applic nt - ❑ Owner CVContractor ❑ Agent An 0 A permit i equired for excavations over 60" deep and demolition or construction9� of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Mobile Home Installation Fee $ Energy Inspection Fee $ o C CONST. P TOTAL FEE $ 234.55 HA2. D. FEES _ IMP FLOOD X CJF PAf�C PO fiD SSU This permit is hereby issued under the applicable provisions of the utteCounty Code and/or Resolutions to do work ind' ate b e for hich fees have been paid. BY D to PERMITEXPIRESON g / (Osie) ReceiptNo`' 201961 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT M RK USE ONLY Plat Phn Anadwd •' . • - iA „ Floor Phu Attached Scotto B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance (-I f-6 0 eC Owner Location AP# Plan Approved for: Sewage Disposal _ - Water Supply: Public Private Well L Clearance for . Other I OK Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Q/a" • ire✓ � y �.i C' ` r • • r � s r + 1 � r 1 S t ` ' e i""+s7.�,r.�:T�B�SM'*•4i��lf�i.�>�¢F•r�3}"�"'.7r'T.�i=�cc'Qi'�-i5`•�'bj'.h�..'l�liS����#'`aew*vx^rNY�•�ww+w.�p}/-r.!.�.� • sa�:w „�.'1-. � _.... COUNTYOF BUTTE - DEPARTMENT:OfiELOPMENTSERVICES - BUILDING DIVISION' 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER Ci l� d10 vp + A. P No. D Proposed Building Use �' (A-) (D fq9 e-• Building Inspector Date 1 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 . ............. rt 5. Hazardous Material Form. ...................... .................. . 6. Energy Design Compliance and supporting documentation: f ,r 7. Statement of Intent for Non -Heated and A/C Buildings. 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. .......... . 10. • Fees of $ ............. ...................... .11. Impact fees as shown on attached schedule. �1/ 12. California Department of Forestry plan approvees.3. Flood elevation letter (100 year floo . Ca �• ngineer................... 14. Sanitation and ple�ptarrapproval �o���t Health Department. 7D 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about - (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). . . 20. Pre -inspection for P�a"apeai°"'�Q°� required. . to Building Inspector (Date) 1. Contractor's license information. (No., Name Style, %ayificatio ............. . 1fi �t YWorkmans Compensation Insurance. ° .<<.. ...:::...... b 23. Owner -Builder Verification (Given to owner , Mail to owner _) ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ....................... 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ...............`:......................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............:..'. 3 . Existing violations/ex fired permits. ... Plan check i ............... ................... r..... . ,. When you issue the?e it cess as follows: Mail tq owner. Mail to contractor. Telephone �J�-'��J and hold for pickup at Uro Vi office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air ollution Date Copy of plans sent I Health Dept. Fire Dept. Other. Date By The following data mustbe submitted prior to permit issuance: ew 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 _ phoneO� ail Counter by , Date Contractor, designer, owner, was advised of above required data by _ phone —mail Counter by _ Date Plans checked by Date 2�� Plans approved by S Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA (916)891-2751 . 7 County Center Drive, Oroville, CA - (916) 538-7541 _ ti 747 Elliott Road, Paradise, CA - (916) 872-6307 ^ CORRECTION NOTICE tz"\ `'J OWNER PERMIT NO. r a 4 LI tJ 'r ,fes = 14 -.r ^F: a -1N �2 A^ yF 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. a 4 LI tJ 'r ,fes = 14 -.r ^F: a -1N �2 A^ COUNTY OF BUTTE "a BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 F 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 ti CORRECTION NOTICE OWNER PERMIT NO. j 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. A r ' I4; r► a�,�/ y . k Date C)-" Inspector IA5z' REV 10/92 A SET BACK FT. f'1 F T , - F� C_ CLEAR OF Sl FOR A 2 FT..F- :S AND EQUIPMENT INCLUDING! iLL BE CLEAR OF ALL EASEMENTS. \3 -6 FT. FROM THE SIDE AND TFE REAR PROPERTY LINES AND THE ROAD CENTERLINE SHALL BE N_'O,R�'S AND EQUIPMENT,EXCEPT C�VERHANG'�* + 11,9 C17' Jf L) Cl\ 2_,Q 7 T Cly 00. .............. e attached Fire 'Safe wirements must"be comolet'd s pecified' and approved y C.D.F. I. Co REVIEWED By -BUTTE CO. FIRE DEPT. CALIF. DEFT. of FORESTRY 0 approved as submitt6d Ly approved with. conditions I ri c. -conditions Data CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAM Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [�) 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these .standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [ 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app irte:sant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [�1 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [X] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. ] 2. The length of ver i^wl curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. I\h 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. ] 1273.05 Turnouts. Shall be -a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. }' 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of :2.-, AP # PERMIT # NAME [ 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [iU 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [�] 1. Gate entrances shall be at least two feet wider than the roadway it serves. ] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [Xr, ] 1. All parcels 1 acre aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [ 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction o _ r fiial inspection of a building permit. Page 2 of 3 AP # PERMIT # 'NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Buildincr Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback C1ass.A or B roof with enclosed eaves Interior automatic sprinkler system per NFPA 13D Glass area not to exceed At of wall area toward property line with insufficient setback Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 BUTTS COUNTY BUILDING DEPA $ T MEN't A P P R 0 V E n i i i r , 1 ' s , f Job,. (BBART--WALK IH JOHNNIE SMITH) / Ti 18' COHN TOP CHORD 2x4 Fl. #I BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. THIS DN6. PREPARED FRO11 COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY 1 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE RE(JUIREMENTS OF I.C.S.IO. RESEARCH REPORT 92949. (Ul 10 PSF BC LL CHECKED PER UBC CRITERIA. IN LIEU OF RIGID SHEATHING: @024.0100 D.C. IN ADDITION. ACED By P RIGIDATTACHED CEILING OR 2x4S033 H.F. OA�BETTERRCOPERLYUATTACHEDRTO THECING BOTTOM CHOR0,72.00' o.c. OVER 2 SUPPORTS R=7729 W=3"B R=7729 W -3"B T . TYP - i'1Nt � ��• r. 0 0 o p o cs **IMPORTANT*) I lcp BEE s WASIRaE FORA A� ir)ARPiING�16 3( IPL- DE�w[GV CASK O l= Q O pEfFAT1OH ►ROM THIS OEsIGH CR llrEGc- SPE'•IFICAT1oAS cH AIIY Brt1CIN6. SS>: HT0-Ot 8f IPL- SEE TN[s pESISN p d G a FA=r4 l0 0DIL0 THE TMflS 1H WFOOM"CE 111TH 49100 Dl 1PI. FOa ADDTT1LIUl SDECI LL DEDNAAFAT I"Ea-3 PE il C= O C7 O AlPtl! cwjZCIOPS APE K10E OF WE& OLLV. STEEL TO. Vr- ASTM 4DIFENENIS, iR1ES5 pUl.1MXmI`� ENDWit P, PER w p t= C= C Aub 0 EL(a=DT AS NOT(:0. APPLl COOIFCTOHS 10 EACH fACE OF U1Dm 316ALt 0E uco Sl1.Y PALLED 01111 MOM ALPINE C� IRM AID WILESS 0111 PHISP tDCAIEEI ON THIS OESIG&L P041TTOY l+ " PROpeD P A101'0 D Al11OG. /1011OH CkNAa CONIEUMS PGA OPAREfr-S 130. 130 C tHOA-F. OESIGH S1ADOAROs tlTTH Di1GFE0.T AllCC1�ED DIG [0 CEI)II:G SEE C=3 IT p CO1fOA1f N/APPLICABLE RM'/[sid+'S OF IDS C TPI AN FIWTIE£R"S ALPINT {ECHtYCL tfo%'F. 011/41) FOA PROPER C= is O SEAT GH THIS cPAM}r APP)IFS r0 TW- CWMIENI CEPTc1Eo FEN E OnrEAu ADI ;ISE fqt Kl t4MIXI A l'wf or rl:Is 7 111 Gtf. AW 3HA'_t V]1 OL FEllCO IAOII tN AkY ONgn ickf_ DESIGY t0 tiq, fB.FG EKCTf1A1 CGH1oAC104. ITP. s 0 .�e�7 SCAL- WA . ta;:� PSF REF 8427--50831 X15.0 PSF DATE 06/20/96 yL' 5.0 PSF ORH CAUSR427 P617251t LL (UI O.0 PSF CA -ENG f* aT LD . 36.0 PSF . DUR.FAC. 1.25 SPACING 24.01 A CD A m DO D 3 r� 'D F-1 Z 1n H Z M Z G? in m n 0 'D F, V- 4) C/\ 2- cl lu f- . -At " 17 Im tx < ..... . .... cq T C"% C/\ 2- cl ID V 17 Im tx < ..... . .... cq T C"% C/\ cq T ;16 momal-PION-11 Gk: "Or CP T C"% C/\ 2- cl V ao Co ;16 momal-PION-11 Gk: "Or CP T air r -O J��6r .OZ QW1a in k . =hen, bathrooms, 9911)gG% and eximlor outlets per Aft 210-8 NEM 'ELECTRICAL I MECHANICAL, AND PLUMBING CONSTRUCTION ( NOT. PLAN CHECKED ) SHALL COMPLY WITH CURRENT EDITION OF NEC, UMC AND UPC. 1.7 G, Y10 12 4,0M Co Provide 1h"x:1 on anchor bob @ 6"O.'c . meix. and within .19', of joints. a0 Al'. !BUILDING DEFARTK� -0- VIP rn 13,f PrAIM lv 4? L f 1 y ♦,t •_ qy j A f1 f ; • . 1 1 i � � �'J j S 1. \, I' , �� x.1.1 •1 J•1,. .'"I '{. �1 u.� � �• � 1{ `J•. 1 r / � yea •.�. ri 90 VA6 I 0; r 1, 6 r i APPRO`JE6D V -Z S Z i •I.\ . CQUr17y Butte Environmental Healt, i.. pate . � I ..•�r� I .Signa#ure .. 1\ Itr �•" ��� �O' � 1.11 � 1�� ' t ,_ yam' .F •°� PERMIT N0.' 3873' 74B -,E E .� x MH UTIL. PERMIT NO. PERMIT EXPIRES -N_ OWNEREdward Grover 4µ - 'CONTR. y a 4OCATION (A P. 37=89-15. a ) r; � `• � � w/S of Black;Bart Rd,,� , mi. E. of Fire Camp Rd, Oroville ' r V ; .1 �G4 ! ;t. r. i' yet d - • x afa�! Temp. Power Pole +# Called PG&E ,y 1 Temp. Elec. Serv- { Called PG&E Temp. GasSgrv. Called PG&E JOB It7 G j • FINALED �` 6G� (Signature) (_2r i-raming Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE REMARKS OR CORRECTIONS COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor .Footings Windows 3rd Floor - Stemwall Siding To out SlabRoof SheathingWater Piping Piers — Roofing Sewer Garage Fdn. Vents Fixtures , Footings Garage Vents Water Htr. Stemwall Slab. Prov. for physically handicapped. Heaters Appliances Carport Footings Conformance of ex. structure Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rou h Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS ['Motors i-raming Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE REMARKS OR CORRECTIONS ,QOUNIY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Orovi Ile, California 95965 Tel ephooe:•534 4541 APPLICATION AND PERMIT Vl_ rEPrV3G 1LaL VES C)l ulc 1,uunty o! nutte io enter upon the This permit is hereby issued under the applicable provisions of above-mentioned property for inspection purposes. the Butte County Code and/or resolutions to do work indicated A-1—ev-4Q, above for which fees have been paid. Y, X �', Date g -D— )rz/ p� DIREC R OF PUBLIC WORKS Signature of Permitee or Agent / B Y Date Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant Building permit expires Date......... �............. BUILDING Owner,Tze�a2,gvE�J SQ. FT. OCC. BUILDING VALUATION 7 . CJ Mailing Address_ ,, S D ® J Telephone No. Fireplace Contractor Total Valuation 46, Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ e G . Building Address (�(� S PLUMBING No. @ FEE PERMIT FILING FEE $2.00 g' Each Trap 1.50 • _ Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. s� Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fbes- I W. Sa i on Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Parcel Plans Declaration Parcel Ma P 60' R/W Im r p ovements Lawn sprinkler system 2.00 d Par Approval PIC pproval Permit Fee $ NEW ADDITION E] UTILITIES ❑ OTHER ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 �✓ /j/ /,i Main service incl. 1 meter Additional meters, each 1.00 Single Family Duplex E] Mobil Home 5f Others Sub -panel (12 or less) (more than 12) Range, Cook -top or Oven 1,00 Water Heater or Space Heater 1.00 Light fixtures 201%25 s., swit es & f i x outlet 0 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring �( I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ 1 WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not em P employ y an y person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $� Vl_ rEPrV3G 1LaL VES C)l ulc 1,uunty o! nutte io enter upon the This permit is hereby issued under the applicable provisions of above-mentioned property for inspection purposes. the Butte County Code and/or resolutions to do work indicated A-1—ev-4Q, above for which fees have been paid. Y, X �', Date g -D— )rz/ p� DIREC R OF PUBLIC WORKS Signature of Permitee or Agent / B Y Date Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant Building permit expires Date......... �............. 1 •. w r✓ t' Mme•' ++F' - • r . PERMIT NO. 1069-75B E z I rr, , MH UTIL. 4'ti^ PERMIT NO. PERMIT EXPIRES OWNER Edward Grover 4. '>k' .. CONTR. r' LOCATION (A.P. 72-34-11 ) j m w/ s Black Bart Rd., 12 mi. SW of Forbe stown Rd. Y i e ` Temp. Power Pole Called PG&E Temp. Elec. Serv. j Called PG&E - Temp. Gas�erv. J, Cal e PG&E JOB VINALEDf,� � (D .e) G ' i, (Signature) I i . L COUNTY OF BUTTE — DEPARTMENT OF -PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Sidinq To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwal I Slab Prov. for physically handicapped Heaters Appliances Carport Footings Conformance of ex. structure Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final p DATE — O —� 'Z� REMARKS OR CORRECTIONS /4(0 COUNTY OF BUTTE — DEPARTMENT OF PUBLIC W R , / 7 County Center Drive �� Oroville, California 95965 (% / ~ Te+ephonX 534-4541 V APPLICATION AND PERMIT authorize representatives or the county of butte to enter upon the above-mentioned property for inspection purposes. 'A Date /_Z Sign ture of Permitee or Agent Receipt No. / c&0 a'147_� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod,Appli cant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIBLIC WORKS 1 By--ADate Building permit expires Date .............../. BUILDING Owner / SQ. FT. OCC. BUILDING VALUATION Mai I ing Address ,eo% Aex&1- �/ /J • Telephone No. Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ a mU a « TPLUMBING Building Address 'j/1/ i No.1 FEE PERMIT FILING FEE $2.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. �j / — Zoning & Planning Gas piping system 1 .- 5 outlets 1.50 Each additional outlet .30 Fk X.,e- a on Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma P 60' R/W ImprovementsLawn sprinkler system 2.00 Bldg. ons Rec'd Parc pproval J Plan Approval Permit Fee NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER r%ELECTRICAL No. @ FEE PERMIT FILING FEE - $3.00 TC(} db057,0i Main service incl. 1 meter V__LYPA�T 1SiO SQFr�. Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family ❑ Duplex ❑ Mobil Home Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures bail ago Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business &' Professions Code under the name style of: Hood, Ex. Fan or F. A. Furn. Motor 1.00 r Evap. coo I er, gar. d i sp. or D. W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring I am exempt from the Contractors License Laws of the State of California. Permit Fee WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. �Ivl I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ �� authorize representatives or the county of butte to enter upon the above-mentioned property for inspection purposes. 'A Date /_Z Sign ture of Permitee or Agent Receipt No. / c&0 a'147_� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod,Appli cant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIBLIC WORKS 1 By--ADate Building permit expires Date .............../. yy , , a �. 7 + � `„ _' • � � �� G � � ��� ��J,� z�� . �� �. w �2.�� �m� � �o w\�, y� w �� V `v ��z o�c ����4��� %� . � � � � �� ,� J "L ��Q��. N % 1� , r� COUNTY OF BUTTE— D 'ARTMENT GF PUBLIC WORKS 7 County Center Cf a Orovilie, 'California 95965 Telephone: 533-230, Ext. 259 APPLICATION AND PERMIT auinonce representatives or ine uouniy or tube io enter upon the above-mentioned property for inspection purposes. I Signature of Permitee or Agent Date Receipt No. — White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Building Permit Expires Date BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing A dress Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Permit Fee $ $ Building Address PLUMBING No.1 @ FEE PERMIT FILING FEE $2.00 ---- — Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. Zoning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .50 Fire Zone Fire Dept. Sanitation Planning Building sewer 5.00 Plans Fees W. C. R/W Encroachment Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ OTHER ❑ Permit Fee $ $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) USE OF STRUCTURE Single Family ❑ Duplex ❑ Others ❑ Range, dryer or water heater 1.00 Oven, Cook -top or space heater 1.00 Light fixtures ba fa) 10 Receps., switches & fix outlets 9 " CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F. A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Misc. wiring License No. _ Classification ❑ i am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Ineirumentati fornrrD' groo^ion $0.07/$1000 Evaluation $ TOTALI' PERMIT FEE $ auinonce representatives or ine uouniy or tube io enter upon the above-mentioned property for inspection purposes. I Signature of Permitee or Agent Date Receipt No. — White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Building Permit Expires Date COUNTY OF BUTTE — DEPP` INI T OF PUBLIC WO T 7 County Center Drivewi1).e, California 95965 Telephone: 533-�I ( Edit. 259 APPLICATION AND PERMIT oUL"OfZe 1ePFESe11La L1Veb UI Ule uuuniy oT Butte to enter upon the above mentioned property for inspection purposes. X l) tom. Date f�._ Signature ofrmittee or Agent 2199J.? Receipt No. / 19 %J ,% White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS Building Permit Expires Date/D—Y-73 BUILDING Owner f= OvG SO. FT. OCC. BUILDING VALUATION Mailing Address 4L.2161Z2� /UE C //A. 3 Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Permit Fee $ $ Building Address/ L _ iZr-PERMIT PLUMBING No. @ FEE FILING FEE $2.00 0,0 f 5 F E"f l? Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Q Each gas water heater or vent 1.50 � A. P. No. 2, —/ Zonin — Gas piping system 1 - 5 outlets 1.50 Each additional outlet .50 Fire Zone_. Fire Dept. Sanitation nr� Building sewer 5.00 OD Plans Fees W. G. R/W Encroachment Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ OTHER ❑ Permit Fee $/0, D $ /0''g-0 ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 3.60 Main service incl. 1 meter 3d Additional meters, each 1.00 USE OF STRUCTURE Single Family ❑ Duplex ❑ Others ❑ Sub -panel (12 or less) (more than 12) Range, dryer or water heater 1.00 Oven, Cook -top or space heater 1.00 Light fixtures Receps., switches & fix outlets b CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump DO Misc. wiring o. o eoff u>' DD License No. Classification ©i am exempt from the Contractors License Laws of the State of California. Permit Fee $ ^ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Inst ute mentattiforont`Pr s Motion $0.07/$1000 Evaluation $ TOTAL PERMIT FEE oUL"OfZe 1ePFESe11La L1Veb UI Ule uuuniy oT Butte to enter upon the above mentioned property for inspection purposes. X l) tom. Date f�._ Signature ofrmittee or Agent 2199J.? Receipt No. / 19 %J ,% White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS Building Permit Expires Date/D—Y-73 072-340-011. PERMIT#97-2233 GROVER, E'd '549 Black Bart Rd., Oroville ?Demo Cabana & Ramada/MH _ /0& AB COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIV ISI N 7 County Center Drive - Oroville, California: 9965 -Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 'Q%2 J40-011 ZONING BUIL G PERMIT OWNER ED GROVF.R •.. TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 549 BLACK BART RD VT T.F 0SQ6 CONTRACTOR'S NAME UNKNOtJN TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS N1. Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS'- 549 BLACK B R Energy Plan Checking Fee $ $ PERMIT FEE $ gC LOT NO. SUBDIVISION'S NAME - PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other CABANA R RAMADA 57h CfIrT - SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping Each gas water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 0 Describe Work: DING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 , OR LERs Main Service Toon 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.FSING License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as 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 Main Service ( 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BUDS. SO 3.5QNEW FT: NON-RESNDT MMu1LCTl-OUTLET @7,50 b E OUTLET OWERLAPPARATUCIR.S Ex. Occup.OUTLET OR FIXTURES 20 @ '•0° BAS @ .50 Ex. Occup. OFIx�LEE°TS � p OR qS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 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' compensation insurance carrier and policy number.are: Carrier 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.) `p I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X a nF /.CCn�- K / -.�F� I'//L��� Date ��/ — /; + �7 Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 35.00 HAZ. I D. FEES IMP FLOOD CDF PARCEL I PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. �1 /�/ By (t Date LJ ,/ 1 f rr � PERMIT EXPIRES ON M % Dafe t�r� Receipt No. WHITE-D.D.S.-B.D.— CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISI 7 County Center Drive - Oroville; �lifornia 95965 - Telephone (916) 538-754PERMIT NO. (Rev. 12'/96) APPLICATION AND PERMIT %-oma ASSESSOR PARCEL NUMBER 072-340-011 ZONING BUIL G PERMIT ' OWNER ED GROVER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 549 BLACK BART RD OROVTT,T,F,, Q9966 CONTRACTOR'S NAME UNKNOWN TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 549 BLACK BART RD Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONSNAME PARCEL MAP PLUMBING PERMIT Filing Feel 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other CABANA R RAMAnA 5Z6 ((QET SPECIFY ` Each Trap 7.00 Solar or heatpump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: DF140 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 - Main Service 200AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ [,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. fL 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 Main Service 200A TO IDOOA 46.00NEW CONST. DWELLING OCCUP. OR ADONS. ( 6 ACC. sO 3.5,s NEW OUTLET rNONN•q S D. CONST.TI CUT uTS 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCLI OUTLET OR FIXTURES BAL p I.50 Ex. Occup. ours RESID.CEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ 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. 0 13 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' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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.) i6 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 ovisions of section 3700 of the Labor Code, I shall hwith comply with os provisions. X� _ Date /� S7 1_9ature of Applican - ❑ 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 $ Energy Inspection Fee $ Occ CONST. TYPE C TOTAL FEE $ 35.00 D. FEES IMP FLOOD CDf PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. B Date PERMIT EXPIRES ON (D4f,) ReceiptNo. 2 WHITE-D.D.S.-B.D. CANARY ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Demolition E.ermits Asbestos Notification Statement Date AP# Pursuant to section 19827.5 of the California Health and Safety Code, all demolition permit applicants are required to fill out this form. "19827.5. A demolition permit shall not be issued by any city, county, city and county, or state and local agency which is authorized to issue demolition permits as to any building or structure except upon the receipt from the permit applicant of a copy of each written asbestos notification regarding the building that has been required to be submitted to the United States Environmental Protection Agency or to a designated state agency, or both, pursuant to Part 61 of Title 40 of the Code of Federal Regulations, or the successor to that part. The permit may be issued without the applicant submitting a copy of the written notification if the applicant declares that the notification is not applicable to the scheduled demolition project. The permitting agency may require the applicant to make the declaration in writing, or it may incorporate the applicant's response on the demolition permit appli— cation." Attached is a copy of my written asbestos notification to the United States Environmental Protection Agency for the demolition project located at Signature of Applicant OR I hereby declare that a written asbestos notification to the United States Environmental Protection Agency is not applicabl o this d tion project. Signature of Applicant 2/19/91 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ®� �/' (� �O l-lll\J� ZONING BUILDING PERMIT OWNER TELEPHONE SO, FT, OCC. BUILDING VALUATION OWNERS MASJ ADDRE S � L - CONTRA 'SNAJAE TELEPHONE ' O TORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fire lace Total Valuation S ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MARINO ADDRESS Permit Fee S Plan CheckingFee S BUILDING ADDRESS Energy Plan Checking Fee $ S PERMIT FEE $ LOT No. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Feel 20.00 USEOFSTRUCTUREEach 5?(� SF ❑ Duplex ❑ Mobilehome ❑ Other A &M ad a_/ sPEc� Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work:, J> Each as water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I GI W §20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Feel 20.00 Main Service 800V OR LESS 20. OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I herebyaffirm under ens of perjury that I am exempt from the Contractors License penalty P 1 ry P Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the Structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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.) ❑ -4-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 H 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 Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 48.00 NEW CONST. DWELLING OCCUP, SO OR ADDNS. ( & ACC, Bans. 3.5¢FT: NEW CONS MUQOUTLET @7,50 NON-RESID. a swGLE ovnEr aR Ex. OCCu OUTLET OR r0(TLIREs BAIL a .50 Ex. Occup. FlXE°APPaA1S. OR OUTLETS RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEL: S Mobile Home Installation Fee $ Ener y Inspection Fee $ Occ - CONST. TYPE TOTAL FEES S� HAz. ° IMP FEES FLOOD COF PARCEL PO HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. le ReceiptNo. - WHITE-D.D.S.-S.D. A ARV- SSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT z j 164319 5 r S e.:h au% 0 STATE OF CALIFORNIA -DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT 00l�TCT011TTnLl .^'Ar T M^ftl. t'.ln MANUFACTURER NAME/ID TRADE NAME MODEL DOM DOT DFS SPC ADCJUOL EXPIRATION BILTM 00/00/00 00/00/67 ABH 08/31/93 RY-67 U SERIAL NUMBER LABEL/INSIGNIA NUMBER WEIGHT LENGTH WIDTH ISSUED I SCC EXEMPT USE TYPE i S4854 A216372 000000 000660 000144 03/26/931 04 SFD ILT 2 TOTAL 3 4 FEES 5 PAID: 6 $35.00 A EVELYN M GROVER TRUSTEE o 549 BLACK BART RD o OROVILLE CA 95966 R E S S E R EVELYd H GROVER TRUSTEE E O N -r A I A 549 BLACK BART RD sI T L E OROVILLE 95966 R E D O s 549 BLACK Eff'AR wI N T E U OROVILLE Cl CA 95966 R S .,.'.. L E 0 A L O w N E R J U F N I I R O S R T L I E N S H E O C L O D N E D R kil k T ll� n.-, l fKIAT'TENTION OWNER: IISIS.'•THE::RRISTRATION CARD FOR THE UNIT DESCRIBED ABOVE. EASE KEEP,TH It CARD IN A SAFE PLACE WITHIN THE UNIT. < 1 ;INSTRUCTIONS F� RENEWAL: " F RATION FOR MS UNIT EXPIRES4Ts' HE DATE INDICATED ABOVE IN IX�LABELED�',E3 IRATION". THERE ARE SUBSTANTIAL PENALTIES 1:I�1Qt�ENCIF4 YOU DO HOT RECEIVE A RENEWAL NOTICE WITHIN 'S t?RIQR #0 THE EXPIRATIONMJf',"`COHTACT N.C.D. FOR RENEWAL IMPORTANT 01-082-00065 THE OWNER INFORMATION SHOWN ABOVE MAY NOT REFLECT ALL LIENS RECORDED WITH THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRIBED UNIT. THE CURRENT :2 TITLE STATUS OF THE UNIT MAY BE CONFIRMED THROUGH THE DEPARTMENT. 0100018