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HomeMy WebLinkAbout078-090-0331 t t ALL METALS 600 Ophir Road,--Oroville Permit#3508-86B (grading) `eYin t k3=8b>3;Y,E-M(new whs /shell onIV-of fices)_ t3 _ _ 101 1:5)87 Contr: tter Bldrs Per ?' 807-87B(alteration, to whs6el.r--1 91.-3543 ALL METALS .SUPPLY ,- �- CONTR G'` & •T ,.ELECTR I C 4. 600 OPH'I R RD„ OROV I LLE ELEC FOR WAREHOUSE Y 1. 4,9161 I,z -5 top CIS vv � ' ci, f V� 6 'd� �d�Ll�fl-�3L� .. �7_ 11111 OP—Overall Product in Place SPRAYDON STANDARD J SprayDon Standard J, sprayed over structural steel, provides a mineral fiber blanket which is highly efficient in protecting the steel from collapsing for a specified period of time, resisting the intense heat during a fire. Advantages / Features / Characteristics Rapid application... average weight of one pound per board foot reduces dead load... prevents corrosion... reduces sound transmission between floors and over partitions... reduces costs. Fire Retardant Ratings (Standard "J") SprayDon has been classified by Underwriters Laboratories in accordance with test method ASTM E-119. Here is a partial summary of the results together with the appropriate UL design numbers. These tests are classified in accordance with the time -temperature requirements as established by the E-119 specification. The ratings are based on a system which incorporates the use of temperature and load as a criteria for rating beams and assemblies. These temperatures are 1100°F (593°C) average and 1300°F (704°C) maximum. Some local building codes may use standards different from ASTM criteria as published by Underwriters Laboratories. In such cases, see the local building code report. Our sales force stands ready to assist in the clarification of all data. Standards of Performance Test ASTM Performance SpraA Characteristics Standard Standard Perfal Air E-859 Less than Less th Erosion 0.025 g/s.ft. 0.025 Bond Impact E-760 No cracks or No crm delaminations delarn-1 Deflection E-759 No cracks or No crat delaminations delan4 Cohesion/ E-736 100p.s.f. Over 10 Adhesion Compressive E-761 500 p.s.f. over 50 Strength oeam ana aecK fireproofing application. CI"q4 4 AMERICAN ENERGY PRODUCTS CORP. `16; R Beam and deck fireproofing application. 71 Density test being made on beam fireproofing. r� lY W Product in Place 7.14/Am Columns Size Underwriters in. mm in. mm in. mm in. mm Design Numbers W8x28 W 14x716 25/16" 59 mm 17/8" 48 mm 17/16" 37 mm 1" 25 mm X813 —'1 small columns JW14x228 W 14 x 237 11h" 38 mm 1" 25 mm 3/4" 19 mm — — X808 medium columns W 14 x 237 letter report or larger 1 35 mm 1" 25 mm 3/4" 19 mm — — formally X820 v r, large wfumns iims and Girders Restrained (1) Authority Unrestrained Authority Rating (Hr) Thickness Underwriters Thickness Underwriters in. mm Design Numbers in. mm Design Numbers 1 hr. Y2" 13 mm D918 1h" 13 mm N812 or 0918 f,.• 2 hr. 1h" 13 mm D918 1 Ys" 29 mm D852 e 3 hr. 3/4" 19 mm D849 11/4 32 mm F803 4 hr. 1 Y4" 32 mm F803 (Letter Report) — �of Assemblies SprayDon Thickness SprayDon Thickness Unrestrained & Authority Steel Deck Unit Beam Restrained Assembly Underwriter in. mm in. mm Rating (Hr) Design Numbers i}. 21/4" 57 mm 21/4" 57 mm 11h hr. R800 1" 25 mm (Beam)1" 25 mm 1 hr. R806(2) (Joist 1 YB") 29 mm 2Y4" 57 mm (Beam)1 %1138 mm 2 hr. P817 (SprayDon RD) (Joist) 21h" 64 mm Wall wall Channel & Beam Channel & Beam Authority 60 -Assemblies (� Rating (Hr) Protection Value Protection Value Protection Value Protecnon Value Underwriters M• . I fibs/n') (kymr) (lbalift) (kg '/m') s, Design Numbers Ceiting t hl: 2 - 2' -.12 .r— ��y;, � s 10.3_6 �1.08— .5.27 W802 t 11h hr. 3.02 14.74 1.61 7.86 W802 +y, Channel I 2 hr. 3.40 16.60 2.08 10.15 W802 3 hr. 4.11 20.07 2.40 11.72 W802 rk Angle 4 hr. 4.79 23.38 2.72 13.28 W802 Minimum average density range 10.2 to 17.8 PCF (163 to 285 kg/n3). Minimum average value 9 PCF (144 kg/ma) U.L. formulation: Protection value in Ibs/ft2 (kg/m2)/density in PCF (kg/m 3) x thickness in inches (mm) 12 (1,000) 11�111110TES: Tamping, adhesive, or sealer (optional) are not required for Underwriters Laboratories rating classification. For return air plenums, SPRAYDON products have been �n to withstand high air erosion. Details provided upon request. iatvd dioeiprr information is general and for gulde/lHrposes only. Protect repuiremenls should oe verified in detail by reference to current design listings. i1Wrr1 ratings may be used with the appropriate protealed or unpro[eoted deck assemplles. Check with your SPRAYDON representative for details. rj j4I4. I,R,M.A. System. REv.2180 SprayDon SprayDon Authority nstruction Restrained Unrestrained Deck Thickness Beam Thickness Underwriters RatingRatin in. mm in. mm Design Numbers 3 hr. 1h" 13 mm 1" 25mm D838 7/e" in flute 22 mm in flute 1h" 7/8" in flute 13 mm 22 mm in flute 3/4 19 mm D849 Floor Assemblies 3 hr. 2 hr. Y2 13 mm 13k 35 mm D838 i+ . 7/e" in flute 22 mm in flute 3 hr.7/e" iln 1 35mm. 0849 n flute 22 mm flute p:...0►''':.As 2 hr. %11 10 n '/2�� 13 mm D852 r1 Yz" in (lute 13 mm flute Y2" contour 13 mm contour 3/4" 19 mm F809 2 hr. 2 hr. 3AII 10 1 Ye" 29 mm D852 y2" in flute 13 mmrin flute 2 hr. Ys" contour 13 mm contour t Ye" 29 mm F809 4t M -r 2 hr. -0- -0- Y2" 13 mm D918 �z `{ 4 Hr. 3 Hr. 1 Hr. 1 Hr. Authority Columns Size Underwriters in. mm in. mm in. mm in. mm Design Numbers W8x28 W 14x716 25/16" 59 mm 17/8" 48 mm 17/16" 37 mm 1" 25 mm X813 —'1 small columns JW14x228 W 14 x 237 11h" 38 mm 1" 25 mm 3/4" 19 mm — — X808 medium columns W 14 x 237 letter report or larger 1 35 mm 1" 25 mm 3/4" 19 mm — — formally X820 v r, large wfumns iims and Girders Restrained (1) Authority Unrestrained Authority Rating (Hr) Thickness Underwriters Thickness Underwriters in. mm Design Numbers in. mm Design Numbers 1 hr. Y2" 13 mm D918 1h" 13 mm N812 or 0918 f,.• 2 hr. 1h" 13 mm D918 1 Ys" 29 mm D852 e 3 hr. 3/4" 19 mm D849 11/4 32 mm F803 4 hr. 1 Y4" 32 mm F803 (Letter Report) — �of Assemblies SprayDon Thickness SprayDon Thickness Unrestrained & Authority Steel Deck Unit Beam Restrained Assembly Underwriter in. mm in. mm Rating (Hr) Design Numbers i}. 21/4" 57 mm 21/4" 57 mm 11h hr. R800 1" 25 mm (Beam)1" 25 mm 1 hr. R806(2) (Joist 1 YB") 29 mm 2Y4" 57 mm (Beam)1 %1138 mm 2 hr. P817 (SprayDon RD) (Joist) 21h" 64 mm Wall wall Channel & Beam Channel & Beam Authority 60 -Assemblies (� Rating (Hr) Protection Value Protection Value Protection Value Protecnon Value Underwriters M• . I fibs/n') (kymr) (lbalift) (kg '/m') s, Design Numbers Ceiting t hl: 2 - 2' -.12 .r— ��y;, � s 10.3_6 �1.08— .5.27 W802 t 11h hr. 3.02 14.74 1.61 7.86 W802 +y, Channel I 2 hr. 3.40 16.60 2.08 10.15 W802 3 hr. 4.11 20.07 2.40 11.72 W802 rk Angle 4 hr. 4.79 23.38 2.72 13.28 W802 Minimum average density range 10.2 to 17.8 PCF (163 to 285 kg/n3). Minimum average value 9 PCF (144 kg/ma) U.L. formulation: Protection value in Ibs/ft2 (kg/m2)/density in PCF (kg/m 3) x thickness in inches (mm) 12 (1,000) 11�111110TES: Tamping, adhesive, or sealer (optional) are not required for Underwriters Laboratories rating classification. For return air plenums, SPRAYDON products have been �n to withstand high air erosion. Details provided upon request. iatvd dioeiprr information is general and for gulde/lHrposes only. Protect repuiremenls should oe verified in detail by reference to current design listings. i1Wrr1 ratings may be used with the appropriate protealed or unpro[eoted deck assemplles. Check with your SPRAYDON representative for details. rj j4I4. I,R,M.A. System. REv.2180 cc ENGINEERING Seo 220 GRAND AVENUE a SURVEYING GOROVILLE, CA. 95965 PLANNING DA Z (916) 5332068 A' #1 A RDS TO: --j Al T ATTENTION: TRANSMITTAL. DATE: //— I� , 8�, JOB NO.: SUBJECTLl COPIES DATED ENCLOSED FIND THE FOLLOWING: EqiitiREWITH [] UNDER SEPARATE COVER VIA ................................................................................ 0 Tentative F-� Record of Survey F --j Parcel Map Test Results Applications [] Check No: ....................................... Survey Plat Construction Drawing Title Report GDA.......... Client ....................... [] Description 0 Reproducibles Q Environmental Review F-1 Prints [] Deeds 0 Change Order. No ..............:........ �] Title Docs. F-1 Computations E] Specifications C] Site Survey QOriginal .................... _.............. n Other.............................................................................................................................................................................................. •....................................................................................................................................................................................................................................................... COPIES DATED DESCRIPTION S S G FOR our roval hecking Q Your Files D Other Remarks Copy To 6 6 Signature E] Follow Up E] Per Your Request By IF THE ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE. Revision Your Information Recording . � 'i ..` . � _.�. � f —.. ti �: ', a• •-, \ s C I f! \ � ,,, ,., ;i 1 \, i� F • _ `l ` � �tiL, �, .�#� ..s C CHR ENGINEERING '0 220 GRAND AVENUE h a SURVEYING G' OROVILLE, CA. 95965 PLANNING DA (916) 533-2068 TO: Butte County Building Dept. ATTENTION: TRANS IRE DATEt!�June 10, 1987 )JOB NO.: 087-86 SUBJ Me COPIES ENCLOSED FIND THE FOLLOWING: DESCRIPTION 3 sets 3�X] HEREWITH [] UNDER SEPARATE COVER VIA ................................................................................ Q Tentat ve Record of Survey Q Parcel Map Test Results Q Applications [] Check No. ....................................... Survey Plat Construction Drawing Title Report GDA.......... Client ....................... [] Description 0 Reproducibles Q Environmental Review Q Prints [] Deeds 0 Change Order No ....................... [] Title Docs. [] Computations 0 Specifications [] Site Survey Original[] .................... _....................................................................................................................................................................................................................................................................... Other.:.:..........................................................................:............................................................................................................... COPIES DATED DESCRIPTION 3 sets blueprints - 8 sheets each 1". f -e k j f FOR 0 Your Approval O Signature [—� Revision Q Checking E] Follow Up Your Information 0 Your Files Per Your Request 0 Recording F-1 Othar Remarks _ / C-.'!:>C—k Le t Copy To: _ t/�L v�<'� �; BY DM for Kenneth C. Lenhardt, P.E. IF THE ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE. 7 r d� 3508-86B PERMIT NO. j % PERMIT EXPIRES 14zgk7 OWNER ALL METALS CONTR. owner ASSESSOR PARCEL 36-27-56 LOCATION 600 Ophir Rd, Oroville 'r ?T �I OFFIC E COP Address ,! GW y Date i ELECTRIC SIS' Meter By � at Temp. Power rv�e----- -- --- ---- -- -- Called PG&E t _ Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALE[ Signature J'= OK 0 = Not OK - = Not Applicable MOBILEHOMES MISCELLANEOUS = Not Ready - Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1, Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 2. Footings; Size -Depth -Spacing -Connectors _ 3. Decks; Girders and/or -Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4, Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /".LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Card -BI Date Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except H's 1.. Zoning Requirements -Setbacks -Easements Card -BI Card -BI Date Date Card -BI Date Date Card -BI Date POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector •5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector- 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/O to Grade -HD Approval 7. Elec.; Bonding; -Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip.w/5'-Circulating Equip. -Pool Lghtg. Boxes -Enc losures- Pane Iboa'rds-Ins. to Main in Conduit 9. Health Department Approval 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card7B1 Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date 0 J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single and Duplex) Date UNDERFLOOR Plans OK except#'s Date FRAMING (Continued) Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Fig., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. _ Ext. Doors -One 3' -Check Garage -3rd story, 2 exits _ 3. Fig., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection_ - 4. Fig., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemw_alls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access_ 7. Piers -Fireplace Ftg.-Steel 54. _ Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe: Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date _ Card -BI Date Card -BI Date Card -BI DateCard-BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except #'s 56. Ext. Steps -Door & Sidelight Protection -Landings Date PLUMBING (Permit) OK except #'s 57. Smoke Detector 14. Water Ht.: Vent -Access -Combustion Air 58. Furnace; Vents -Clearance -Comb. Air -Connector - 15. Water Pipe; Test & Anchors -Nail Protection In Garage; Above Floor -Ducts -Meth. Protection 59. Bedroom Exiting 16. D.W.V.: Test-Fttngs & Anchors -Nail Protection 60. G.F.I. & Bath Fixtures & Tub Access 17. Shower Pan: Test, First Floor -Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 62. Stairs & Rails 19. Gas Pipe: Size & Anchors 63. Fireplace or Stove; Clearances -Hearth --- - 64. Elec. Outlets at Wood Panel; Int. & Ext. Gard -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 66. Elec. Outlets & Receptacles at Kit. Counter Card -BI Date Card -BI Date 67. Garage Fire Door; Swing -Landing -Closer Date ELECTRICAL Permit OK except #'s 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 21. Elec. Receptacles Spacing -Lights & Switches at Doors 22. Size Boxes & No. of Conductors -Stapled 23• Romex Installed Close to Edge of Studs & C.J. 24.. Equip. Ground made up w/Mech. Fasteners -Bond Gas .S Water 25:` 2 Appliance Circuits in Kitchen_ & Conductor Size 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral Yes ,No _ _ 28. Service -Riser Conductors & Ground -Main Disconnect _ .29. Equip. Clearances: Panels-Motors_Mech. Equip. 30. Clothes Closet Light -Shower Light _ 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor -Meth. Protection 70. Plb., Elec. & Mech. Equip. Listed for Location 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 72. Insulation -Foam -Looked in Attic ❑Yes 73. Guard Rails & Deck Construction -Post Caps 74. -- - Fdn. Vents & Crawl !-tole Door -Drainage & Wood -Earth Clearance _Looked under Floor Ci Yes 75. 76. Following instld.: Drive ❑Yes L7 No; Walks [Yes E] No; Planters ❑Yes ❑No Stucco; Brown -Finish 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. _ 79. Water Well; Disconnect, Electrical, Plumbing - - - _ - 80. _ Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Card 8 I Date Card -Bi Date Date Card -BI Date 81. Ventilation throughout House 82. _ Glass Protection Date MECHANICAL (Permit) OK except #'s 83. _ Corrections from Previous Inspections _ _ 84. _ 85. Gas Test -Meters Tagged; Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval 31. A.G. Ducts. Insulation & Support 32. Vent Fan: Exhaust above Insulation 86, Energy Compliance Certificate -Other Certificates 33. Condensate Drain & Overflow. Size & Grade -" - - -- "' 34. Furnace -Vent. Access -Comb. Air -Return Air Vent -115V outlet - - -'- --• 35• Attic Access & Platform if Furnace in Attic Card -BI Card -BI Date Card -BI Date Date Card -BI Date-- - Card -BI Date Card -BI Date Card -Bl Date Card -BI Date _ _ Card -BI Date Card -BI Date - Date FRAMING(Plans) OK except #'s Com lents at Final: 36. Sills, Proper Material & Anchors 37. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound _ 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) 40. Fire Stops: Furred Ceilin-s-Stairs_-Chases-Tub 41 Header & Beam -Size & Bearing 42. Hangers -Post Caps -Anchors -Connectors 43. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthnq.-Rfng. 44. Fireplace Ties or Type A Flue -Fireplace Throat - - - 45. Attic Access. Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE Anentrymust be made each time youvisil jobsite) v - COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville,`Cariforn'la 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO AS SSOR P CEL IUM ER O lJC ZONING BUILDING PERMI o N R . ?f4f oE SQ. FT. OCC. BU DING VALLIAAON <3 ' O W E SMI L I G R S S II ► r© v) C� C TRACTOR'S, NAME V TELEPHONE N RA=TOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER S MAILING ADDRESS Permit Fee $ ARCHI C OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHI EC OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING DRES t' 5 Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 N Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5,00 USE OF STRUCTURE t SF ❑ Duplex❑ Mobilehome❑ Other 62 SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W O.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other Describe work: / ` Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service BDOV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑FIXED as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.&` OR ADONS. ( ACC. BLDGS. / 21/2 Gsq ft NEW CONST R.U COUTLET 2.50,ea NO N.RESID BRANCH CIRCUITS POWER APPARATUS e\ (SINGLE OUTLET CIR. / Ex. Occup(OUTLETS OR FIXTURES 20050C eALm 30 APPLNS. R Ex. Occup. OUTLETS (RESID )EAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc.Iyi g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. �j I shall not employ any person in any manner so as to become subject i� to the W. C. laws of California. Notice :o Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisicns or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liab ties, judgments, costs, and expenses which may in any way accrue agains�i County ' conssRgence of the granting of this permit. Date— b Signature of A lino – Contractor El Agent 1:1 An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of st•-uctures ovveero3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ Occup, CONST.TYP! I IFLOODIPARCFL PD ND ISSUE This permit is hereby issued under sions of the Butte County Code and/or wor dicated a ove for which I C'TOp OF PUBLIC By ! PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Z2A,"ee_ 6 Receipt No. o,r e �% TE-D.*.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 1 10 '�?'C - _,_ _.�.. '. I �.�d `' v � .,. M1 , � ,�`••� III � �� ,.. ., .,�)'. ®C� A .' I F too SVC .lP,ti�,�i 1 my t ,.�-. .� __ _. y -_- �� b, f ., r- n %1?IIS • n� .� Ir.� L " _ 1, a ,, 1 � } - � _ r... ., � _._ - _. «_�- �� rr . �s�...� - _<_ - �._ .-_�. �_ _ ..__-, e � '?�`6, . . e41., A a ^.' f9 � v� �• 6i H�� � . - 1 - - - .�. .x.. -j .,_i_ _ �I .f +c I — . .- , n�ti > V +r, - e . r �r f �r - -__ ,� -• a .�. ,�a --� �__-'-.__._. _..-� e. ..� AM o,, A i .,.- C ^ ti r . '�?'C - _,_ _.�.. '. I �.�d `' v � .,. M1 , � ,�`••� III � �� ,.. ., .,�)'. el 1, a ,, 1 � } - nORA ti WHOM , > V +r, - e . r 1. • COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-534-4541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied.for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) /y2,„ 2. I (have/have not) signed an application for a building permit for the proposed work. 3.1 I have contracted with the following person (firm) to provide the proposed construction Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Social Security Number Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832'of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. �!:'rd�+GS'Et�%§' r;^'It3!�34`.�"tf�nei°'.—,fEpNl#v18i'iris•"--T°,7:,c�,Dt`171�'RI'����I�i"i�h �c�'...k��Of�' s, .K;»•y., ';�'=!.' �,;,� ::«:... ;t.�-=a�—^';�': COUNTY OF BUTTE - DEPARTMENT OF. PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATI60ATA SHEET Permit No. OWNER LG . /%�T��S' A. P. No. Proposed Building Uses9!222Z/!� Building Inspector Date 'c,20 At time cf permit application, I was advised the following data must be submitted prior to permit processing and/orissuance: DATE RECEIVED APPROVED 1. All items have been submitted. 2.. Plot plans in duplicate./triplicate, signed by preparer of pl•an,s. 3. Complete plans in duplicate./triplicate, signed by preparer of Tlans. 4. Complete engineered plans and talcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid'' Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 9. Letter of signature authorization. . . . . . . . . . . 10. Sanitation approval from Health Dept, 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner❑ ), _15, Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . 17Pre-Inspec. request to , Pre -Inspection for Required- Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. Plot plan approval from city of 21. 22. WI -en you issue the permit, process as follows: Mail to owner, Mail to contractor. ✓Telephone `3s�� and hold for pickup at�office, Deliver w/inspector,. Other (Date) Ccpy of pl(-sl§e6t Health Dept., Fire Dept., Other Date TI -e following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Ccntractor, designer, owner, was advised of above required data by—phone Ccntractor, designer, owner, was advised of above required data by—phone Plans checked by Sets of plans on hold in Copy—DPW Date Plans approved by File cabinet AP folder by date by date Date 22 61122 --Al — Hours: 10:00 a.m. - 3:00 p.m. Fi.'T'-`d •jr "t {ri.� N. . 3.Rf}� `�i{t - , ., . . T,i3T � x :�^ �-y�'F., • � ' COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovfllet California 95985 - Telephone: 918.'538.7541""' lie, APPLICATIONkAND PERMIT ASSESSOR PARCIEL NUMBER 036-270-056 ZONING p11 ` BUILDING PERMIT OWNER ALL METALS SUPPLY, INC. TELEPHONE SQ. FT. OCC.1 BUILDING VALUATION OWNER'S MAILING ADDRESS 600 OPHIR RD.. ORO"LLE CA 95%5 CONTRACTOR'S NAME G & T ELECTRIC TELEPHONE 533-4006 CONTRACTOR'S MAILING ADDRESS D.O. BOX 1804 ORMLLE CA 95965 Fireplace CONSTRUCTION LENDER *TONE UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 600 OPHIR RD., OROVILLE Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other WAREHOUSE SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G W @ 15.00 TYPE OF WORK New.— Addition; i RemodelC Utilities Installation[:Other EJPermit Describe work: VIEW BRANCH CIRCUM AND POSTER APPARATU Fee $ )Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600VORLESS 18,50 200A OR LESS Main service 200A TO IOOOAI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. 1p� License .JO. /g i39 Classification "�� i] I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure.is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.( DWELLING OCCUR .Ea� 3.64 sq.ft. OR ACDNS. l ACC. BLDGS. NEW CONSTR. MULTI.OUTLET NON.RESID. BRANCH CIRCUITS)— @ 5.00 15 • /POWER APPARATUS e (SINGLE OUTLET CIR. ) 4 28.50 EX. Occu 20 7e P�OUTLETS OR FIXTURESAL. 4SA Ex. Occup, OUTLETS ED PRESID IREA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 15.00 Permit Fee $ . — WORKMEN'S'COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate � of Consent to Self -Insure. / LK ' shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 1 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in coequence of the granting of this permit. X X � fr ao Date wly14 % ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 73• SO HAz 0FEE5 I IMP I FLOOD I COF PARCEL PD I HD I ISsu This permit is hereby issued under the applicable provi- sions of th.e Butte County Code and/or resolutions to do �. �,- wor ndl ated above for "hich fees Ftaye been paid. / DIRECTOR PUBLIC VIfO KS / , 4 ) Date 10 4 r31 PERM( EXPIRES Date IVI"? Receipt No. WNITE-D.P.W., YELLOW-A33E330R, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive :,Orovlller California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT PERMIT N0. ASSESSOR PARCEL NUMBER o,ZONING 036-270-056 M1 BUILDING PERMIT OWNER ALL METALS SUPPLY, INC. TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 600 OPHIR P.D., OROVILLE CA 95965 CONTRACTOR'S NAME G & T ELECTRIC TELEPHONE 533-4006 CONTRACTOR'S MAILING ADDRESS P.O. BOX 1804 OROVIL•LE CA 95965 Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ Ener Plan Checking Fee 9Y 9 $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 600 OPHIR RD., OROVILLE Permit fee $ PLUMBING PERMIT FilingFee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other WAREHOUSE ' SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New Lj Addition ❑ Remodel ElUtilitiesU Installation❑ Other ❑ Describe work: NEW BRANCH CIRCUITS AND POWER APPARATU Permit Fee $ 3 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service soovORLESS 200A OR LESS 18.50 Main service 20GATO1000A) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. 33 C1 Classification e__/I() 1-1I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for ,his reason NEW CONST. ( DWELLING OCCUP.81 OR ADDNS. ACC. BLDGS. // 3.6Qsq.ft. NEW CONST R. ULTI.OUT LET NON.RESI CF BRANCH CIRC ITS @ 5.00 15.00 POWER APPARATUS e (SINGLE OUTLET CIR. ) 4 28..50 Ex. Occup(OUTLETS OR FIXTURES 20 @ 76tj FIXED APLNS. Ex. OCCup. OUTLETS P(RESID )REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 15.00 Permit Fee $ 73.50 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate 0 Consent to Self -Insure. shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filirig Fee 15.00 Heating oon g Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue id Count 'n co sequence of the granting of this permit. X Date lU `Y S' ature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structLres over 3((sttories in height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 73.50 HAz DFEES IMP FLOOD CDF PARCEL PD HD IVagain This permit is hereby issued under the sions of a Butte County Code and/or wor d- ated ab or ai�e DIR T PS EXPIRES Date applicable provi- re lutions to do j been paid. ate 10/4/92 Receipt No.7 WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT okQ,.� - K to Div - pec .�--r An A -3 -g7 C�ra/ Aal (b, r' e3- 0)< --6) CtrUp� -bb Qb-c-r w IC4--" PERMIT NO. PERMIT EXPIRES OWNER ALL METALS CONTR. owner ASSESSOR PARCEL 36-27-56 LOCATION 600 OphirRd, Oroville a OFFICE COPY Address Temp. Power P GAS Meter By Date Called PG f—t_ Temp. Elea S Called PC Temp. Gas Ser Cal led PG JOB FINALE[ Signature J=OKE 0 = Not OK — = Not Applicable MOBILEHOMES * = Not Ready i MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except k's 1. Zoning Requirements—Setbacks—Easements 2. Soils; Special MH Support—Sketch Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except a's 1. Zoning-Requirements,-Setbacks—Easements 2. Foot ings;'Size—Depth`-Spacing—Connectors 3. Sewer; Location—Test—Fall-C/0—Concrete 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails 4. Water; Location—Test—Easement Needed (Sketch) 4, Wood Awn.; Posts—Beams—Rftrs.—Connec.=Shthg.—Rfg.—Bracing 5. Electricity; Location—Clearances—Grnd.—/ / Amp—Concrete _ 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures 6. Gas; Loration—Test—Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows—Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI: Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements—Setbacks—Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except #'s 1. Setbacks—Easements 2. Footings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability ' 3. Gas; MH Test—Demand—Valve—Connector 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining 4. Electricity; MH Test—Crossovers—Breakers—Clearances 4, Elec.; Receptacles and Lighting; Distances—GFI S. Drain; MH Test—Fall—Flex Connector 5.• Elec.; Pool Lighting; 15 volts—GFI 6. Water; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7. Water and Sewer Connected—C/0 to Grade—HD Approval 7. Elec.; Bonding;,Metal w/5'—Circulating Equipment—Heater B. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit 9.Exits; Insp.—Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B -I Date Card -BI Date Card -BI Date' Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date J = OK Or= Not OK Not Applicable RESIDENTIAL (Single and Duplex) Not Ready Date UND LOOK Plans OK except #'s Date FRAMING (Continued) _ Z o9gieg requirements -Setbacks- a ements 48. Property Line Firewall & Openings F1g., Main; Soils -Steel -Flet. / Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Fig., Garage; Soils -Steel- / / Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection_ 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. _ Siding -Nailing -Veneer 6. Ste_mwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access_ _ 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way CAD -Se K Test / 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe: Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Card -BI Date Card -811 Date Card -BI Date Date FINAL (Plans) OK except q's 56. Ext. Steps -Door & Sidelight Protection -Landings 57. Smoke Detector Date PLUMBING (Permit) OK except N's 58. Furnace; Vents -Clearance -Comb. Air -Connector - 14. Water Ht.: Vent -Access -Combustion Air 15. Water Pipe; Test & Anchors -Nail Protection In Garage; Above Floor -Ducts -Meeh. Protection 59. Bedroom Exiting 4P 16. D.W.V.: Test-Fttngs & Anchors -Nail Protection 60. G.F.I. & Bath Fixtures & Tub Access 17. 18. Shower Pan: Test, First Floor -Tub Access Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 62. Stairs & Rails 19. Gas Pipe: Size & Anchors 63. Fireplace or Stove; Clearances -Hearth -- - ---- - -- - 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 66. Elec. Outlets & Receptacles at Kit. Counter _ Card -BI Date - Card -BI Date 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper Date ELECTRICAL Permit OK except q's 20. 21. 22. 23. 24. 25. 26. Fixture & Transformer Clearance - Ins. Protection Elec. Receptacles Spacing -Lights &Switches at Doors Size Boxes & No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen -& Conductor Size Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor -Meth. Protection 70. Plb., Elec. & Mech. Equip. Listed for Location 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 72, Insulation -Foam -Looked in Attic E] Yes 73. 74. Guard Rails & Deck Construction -Post Caps Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor C]Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / ! ga. Cu or AI, Insulated Neutral Yes No -- 75, Following instld.: Drive ❑ Yes []No: Walks ❑ Yes []No; Planters ❑Yes ❑No 28. 29. 30. Service -Riser Conductors & Ground -Main Disconnect _ Equip. Clearances: Panels-Motors-Mech. Equip. -_ Clothes Closet Light -Shower Light 76. 77, Stucco; Brown -Finish A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 78, Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. --- 79. Water Well; Disconnect, Electrical, Plumbing Gard B 1 Date Card BI Date _ _ 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground _ _ 81. Ventilation throughout House Card B -I Date Card -BI Date 62. Glass Prole ton 83. Correctio from Previous Inspections Date MECHANICAL (Permit) OK except q's _ 84. Gas -Meters Tagged; Gas -Electric 31. A.C. Ducts. Insulation & Support _ _ 85. Water & Sewer Connected -C/O to Grade -HD Approva 32. Vent Fan: Exhaust above Insulation - _ 86, Energy Compliance Certificate -Other Certificates 33. Condensate Drain & Overflow: Size -& Grade 34. Furnace -Vent: Access -Comb. Air -Return Air Vent -115V outlet - -'- "- --- - 35. Attic Access & Platform if Furnace in Attic - - - -"- - Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except N's Com tents at Final: 36. Sills, Proper Material & Anchors _ - 37. Walls: Studs -Nailing, Spacing & Bracing -Plates -Sound 38. Bearing Walls over Girders & Floor Nailing - - - - -- 39. Draft Slop in Walls (rat proof) _-- ---- 40. Fire Stops: Furred Ceilings -Stairs -Chases -Tub_ 41 - --_ Header & Beam -Size & Bearing 42. Hangers -Post Caps -Anchors -Connectors 43. Cing. Joist-Rfir. Ties-Purlin-Roof Brac.-Truss-Shthrig -Ring. 44. Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE Anentry must be made each time you visit job site) Z., COUNTY OF BUTTE _ DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico— Phone: 891-2761• , 7 County Center Drive, Orovi I I'Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE W'i itie+4i5 . 5T0"7-�� OWNER PER IT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. �1 11"6o�r�rzy/�� l.��t r�c17• �..:�`lr �� J-�• /q / Inspe--tor Date !� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE Ali Me -!urs ?07- <0 OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected: `Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need ffadditional explanation, please contact this office immediately. P,Aj(k ruA iury S cy'— ic�c Glu Ci_ u.JW l: /W. 6 Inspector--� I �C�/� Date --/// /VL1 J1 ,: ��. iY, +•'M1� .� :yv COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-27,51 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872.-6307 CORRECTION NOTICE A04' AA f{ sQ7- V OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matt, or need additional explanation, please contact this office immediately. r , CSk'f �l d e ! i7r/�� �5 lri -1 dor A, Inspector__�Date ci COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE3,�-Dg��� OWlq-EP PERMIT O. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. r � � � /�. I �, J �. �`. .� It l�t✓-a ..� 1 .. itI/ Ir NALAIN "AN 4 no 4� InspectorGjQV-- Date ...,i V t. .. � .. ,.. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 ----- 7.47 El I io.tt-.Road,, Paradise — Phone: 872-6307 CORRECTION NOTICE _.._._._ OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need add•tlonal explanation, please contact this office immediately. _N -:�... ...�...._ . n _ Inspector r its Date �� COUNTY OF BUTTE DEPARTMENT OF'PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matte-, or need additional explanation, please contact this office immediately. y - v - gra Inspector Date -1 A f'>'-[�!' .. �<< •^moi. DEpgRTME NT pF PUBLUIC WORKS NTY`OF BUTTE ORpVIL ' ,'s ►''�- 53 RlI FI COON TY C4 rCALIF' 4-4541 CENT ��ER DRIVE z This OF_ 0 rE9uireme; 6M�3 , 9 has been �CUp fl. the Of' he Unifo m c°nstructed a ` e!7H�:Y. R Buil , nd comp�' • : 'r ng. Ff'713'.P- Pb' Code F leted ",t , tiUnder 'j ,. qP accordance Use Classifi )Add,,.,,, cation Q£.f1Ce 3 ae°m'� n, mberJ3jwith the Gro ss or Location BOG Iva 807`=87 up B-2 01) iRd. it 's her—Panc 0il j occupied.) 6y certified Y' TYpe IT—IV e for the occupancy described cribe Gate 10/1 87 Director d above and ma f public Wor Y be g ks POST IN A CONSp IC"OUS p F ` LACE J..� Clan cover) ; NOT , C rt the use Of occupancy is reQuired A neW Certiticate of Occupancy a conspicuous Place rn9 ches. an9. Sha11 be Posted nspector. oin f thl s build' Occupancy j5 cate 01d by other than the Building Th Certlti rem° ve and is not to be COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT -.:_7 County Center Drive - Oroville, Califo'Pnia'95965 - Telephone 916/534-4541 �l APPLICATION AND PERMIT ASS E SO PA`R ESN UMBER /iJ ZONI BUILDING PERMIT OWNS pe a S>r TELEPHONE _ SQ. FT. OCC. BUILDING VALUATION p7� UV OWNER'S. AIj''G ADDRESS'3 X3/ 5%/l! C%J t /fie_ 95_9616 CI CON RACTOR'S NAME TELEPHONE CO ACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARC TT ENGINEER LICE sE No. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT CIR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING A DRESS i >^ / Permit fee 3 $ A:2 ALrl:�yq f n C v PLUMBING PERMIT Filing Fee 10.00 Each Trap 41 2,00 V Solar or heat pump water heater1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 5,00 SIS Each qas water heater or vent 1 5.00 USE OF STRUCTUR SF ❑ Duplex ❑ Mobi lehome ❑ Other V SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00ea TYPE OF WORK New Addition ❑ g odel iIi;'esEl Instal la n Other Describe work: A ; Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service soov OR LEs�� 100 AMP OR 10.00 10,00 Main service EA. ADD'L 100 AMP 2,50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ' I, as the owner, am exclusively contracting with licensed contract- ontract- ors. ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.81` , OR ADDNS. ACC. BLDGS. / h2sq ft NEW CONSTR U TI.OUT LET NO N•R ESID BRANCH CIRC ITS 2.50 ea /POWER APPARATUS tr (SINGLE OUTLET CIR• Ex. OCcup(OUTLETS OR FIXTURES 20®50S BALe30 FIXED APPLNS. Ex. Occup. OUTLETS (RESID.)REA.7 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. byirin 15.00 g Permit Fee $ , WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑l.have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject ®' to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating 01 A0 I Cooling — �� , Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities,' judgments, costs, and expenses which may in any way accrue �aain id County i conse a nce of the granting of this permit. Date" Signature of ppli nt — r,0 Contractor ElAgent 1:1 e An OSHA permit is required for excavations over 5' " deep and de clition r 3�a+s��yy ion of structures over 3 stories in he,ght. L),Cl� Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ occ�, coN ST.T /P� r)—i�F��//1`�// FLOOD ARCS PD ND s u This permit is hereby issued under sions of the Butte County Code and/or work icated ab ve for which R ;:OR OF PUBLIC By PERMIT EXPIRES Date the applicable provi-' resolutions to do fees have been paid. WORKS Date ���� �� /9Q Receipt No. a39 ,� WHITE-D.P.W., YELLOW -ASSESSOR, INK-INSPECTO . GOLDENROO-APP (CANT ( L COUNTY OF BUTTE - DEPART-MENT.OF- PUBLI-I~ WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534-4541. m ci PERMIT APPLICATION DATA SHEET fr % Permit No. OWNER / S A. P. No. Proposed Building Use 1,� �� Building Inspector M Date( At time of permit application, I was advised the following data must be submitted prior to permit processing and:/Or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate. /triplicate, signed by preparer of plans, . 3. Complete plans in duplicate./triplicate, signed by preparer of plans. iRG 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD ''Fees Paid'' Stamp on Floor Plan . . . . . . . . ' Statement of Intent for Non -Heated and AC Buildings. 8. ees of $ , , , , , , , Letter of signature authoriza ion. I . . . . . . . OZ0 Sanitation approval from ►e6 f .! Health Dept. , 1. Planning approval for (A) Use: (B) Parking: , 12— //- '774 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) I r 1 Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ), D� 15 Improvements may be required.57W A14& -4r' ('z'IY-gG SLf- 16. Mobilehome Installation Data. . . . . . . . . f' Pre-Inspec. request to 117e Pre -Inspection for Required. Building Inspe t Data r,t�1 -.. Recorded copy of Agricultural Acknowledgment Statement. C.: 19. Driveway Permit. Lr -t 145- 12-/9-9G �t 20. Plot plan approval from city of -6-L-1r21. 4 55 22. When you issue the permit, process as follows: Mail to owner, Mail to contractor. ��Telephone and hold for pickup at office, Deliver w/inspector. Other Copy of plans sent Health Depf°%Fire Dept., Other Date f%C %b The following data must be submitted prVermit issu e:(Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designe owne was advised of above required data byk!!!0:phone__rnail—counter bydate Contractor, designer, owner, was advised of above required data by—phone —ma ll—counter by r date Plans checked b �_ Date Z �� Plans approved b ��/ `Dat y pp Y Sets of plans on hold in File cabinet IAP folder i '7 -VK � �, - Flours: 10:00 a.m. - 3:00 p.m. 15 Copy—DPW 1 ,To:,. suiiding Department ,t Froin: environmental Hc-Ith Subject: Sanitation Clearance Cor 0 Owner Loc at ' on AP// Plan Approved for: ;;enrage disposal �_ i,ater supply v w i U Hold final for: r; ter supply Final clearance O.K. for: Dater supply Clearance for bedroom mobile home. Other NO-17- OSSanitarian Sanitarian Date COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-534-4541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your. signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and m_4terials for construction of the proposed property improvement (yes or no) ®,p 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction - Name Address City Phone Contractors Licens'e No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to.provide the work indicated: Name Address Phone Type of Mork Signed: Property Owner Social Security Numbe Date .&—._z-9– A,/ NOTE; This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832'of the California Health and Safety Code. This verification must be completed and returned.to our office before we are per- mitted to issue the permit. t4OT CC?NAPARED WITH �BU TE i.0� r , Ci'`i. :.... RDCR'S_-0Ff 1rL_ c�eturrk to DPW AGRICUL ' REG0 LSTATEMENT OF ACKNOWLEDGEMENT r - a FOR RESIDENTIAL "DEVELOPMENT Section 26-8.1 of the. Butte County Code requires this acknowledgement 01:21 AM 11 05 be recorded prior to issuance of a building permit. 86 -*41607 . RECORDED A REQUEST Si OF The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this` property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared -to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described. as follows: SEE ATTACHED Date: November 21, 1986 PROPERTY OWNERS: Edward A. Lazzareschi Shirley J. Lazzareschi State of California ) On this the 21. st day of November 19 86, before SS. me, the ersigned Notary Public, personally appeared County of . Butte ) Personally known to me. / / Proved to me on the basis of satisfactory evidence. to be the person(s) whose names) are subscribed to the within instrument and acknowledged that thev executed the same for the purposes therein contained. WITNESS WHEREOF, I hereunto set my hand and official seal. �=o> JANE ANDOE Zy is o 4 NOTARY PUBLIC -CALIFORNIA `wt Butte County My Commission Expires July 11. 1989 90 e Notary Public Present A.P. No. V 6 _J 3cc 4pl 4" r ' EXHIBIT "A" DESCRIPTION 85-14540 It' All that certain real property situate in the ' County of Butte, State of California, described as follows: Beginning at the Southwest corner of the Northeast quarter of the Northwest quarter of Section 32,'Township 19 North, Range 4 East, M.D.B. & M., running thence Easterly along the Southerly line of the Northeast quarter of the Northwest quarter of said Section 32, a distance of 1310 feet to a point in the Westerly line of the Oroville-Palermo County Road; thence Northerly along the Westerly line of said Oroville-Palermo County Road a distance of. 332.5 feet to a point at the Northeast corner of the parcel of land heretofore conveyed to C. H. Spencer, et ux, by the Deed hereinafter mentioned, which point is the point of beginning of the parcel of land herein described; thence continuing Northerly along the Westerly line of said Oroville-Palermo County Road, a distance of 332.5 feet to a point at the Southeast corner of that certain parcel of land heretofore conveyed to Frank L. Paige, by Deed dated December 29, 1947 and recorded December 30, 1947 in Book 424 of Official Records, at page 388, records of Butte County, California; thence Westerly along the Southerly line of said Frank L. Paige land and parallel with the Southerly line -of the Northeast quarter of the Northwest quarter of said Section 32 a distance of 1119.5 feet, more or less, to a point in the Easterly right of way line of the Southern Pacific Railroad; thence Southwesterly along the Easterly line . of said Southern Pacific Railroad right of way a distance of 350.1 feet, more or less, to a point at the Northwest corner of that certain parcel of land heretofore conveyed to C. H. Spencer, et ux, by. deed dated November 8, 1947 and recorded November 129 1947 in book 420 of Official Records, at page 260, records of Butte County, California; thence Easterly along the Northerly line of said C. H. Spencer, et ux land, and parallel with the Southerly line of the Northeast quarter of the Northwest quarter of said Section 32 a distance of 1223:5 feet, more or less, to the point of beginning of the parcel. of land herein described. _ EXCEPTING THEREFROM _,that portion thereof described as follows: Beginning at a point where the North line of the South half of the Northeast quarter of. the Northwest quarterof said Section 329 intersects the West line of Lincoln Bo�lievard; thence South 000 011 52" East along said West line, 67.24 feet; thence North 46 001 02" West, 38.51 feet; thence South 88 591 58" West, 1102.41 feet to the Easterly line ot the Southern Pacific Railroad right. *of way; thence along said Easterly line, North 1V 26' 43" East, 42.17 feet; thence North .880 '59' 58" East, 117.43 feet to the point of beginning. STATE OF. CALIFORNIA, OFFICIAL SEAL It ;.,�P D S' JOHANSEN s ss. County of Butte On this 8th day of May in the year 1985 before me the undersigned a Notary Public, State of California, duly commissioned and sworn, personally appeared Teo la Brown personally known to me (or proved to me on the basis of satisfactory evidence) to.be the person whose name is subscribed to the within instrument as the attorney in fact of Alex Brown NOTARY PUBLIC - CALIFORNIAo . sx vtIAPITO COUNTY and acknowledged to me that S he subscribed the name _of ei >.,.•. My cc-O.M. ex.)ires NOV 18V 18, 1985J� t Alex Brown thereto as principal._, and h mown name as attorney in fact. IN WITNESS WHEREOF 1 have hereunto set my hand and affixed my official seal in the County of Sacramento on the date phis document is only a general form which maybe proper for use in simple trans. . set forth above in this certificate. actions and in no way acts, or is intended to act. as a substitute for the advice of an attorney. The publisher does not make any warranty, either express or implied, as to the legal vafieity of any provision or the suitability of these forms in any specific Notary Public, State of California. transaction. Cowdery's Form No. 2"Acknowledgment to Notary, p ��.: j(}vl���n�� y%�,� Public Attorney in Fact) (C.C. Sec. 1181, 1192.) ENMy Commission Expires 3609-86 PERMIT NO. 807-37B PERMIT EXPIRES__ OWNER ALL METALS -CONTR. Better Builders ASSESSOR PARCEL 36-27-56 LOCATION 600 OphirRd, Oroville Temp. Power 0^0^ i Called PC h Temp. Elea S Called PC ' Temp. Gas Sei ii Cal led PG JOB FINALE[ Signature J = OK 0 = Not OK - = Not'Applicable MOBILEHOMES * = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except'N's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete 2. Footings; Size -Depth -Spacing -Connectors 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rig.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap:/ /"L"ft./' /"Nat.or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors ; 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries-Terminals=Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg, Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.=Sketch. 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B-1 Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date J OK 0 = Not OK ,. - = Not Applicable RESIDENTIAL (Single and Duplex) } = Not Ready Date UNDERFLOOR (Plans) OK except N's Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings ' 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Fig., Garage; Soils -Steel- / /" Fig. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Ste_mwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. _ Glazing Area -Glass Protection -Skylights -Plastic _ 8. D.W V. Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts Gas Pipe; Size -Anchors 10. Water Pipe: Test -Anchors -Regulator -Service Test 11. Electric: Underground 12. Plenums &_Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI DateCard-BI Date Date FINAL (Plans) OK except N's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Card -BI Card -BI Date Card -BI Date PLUMBING (Permit) OK except N's 14. Water Ht.: Vent -Access -Combustion Air 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.: Test-Fttngs & Anchors -Nail Protection 1 17. Shower Pan: Test, First Floor -Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 19. Gas Pipe: Size & Anchors Date Card -BI _ Date Date Card -BI Date 57. 58. Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 59. 60. Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 62. 63. Stairs & Rails Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except N's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper CardtB-I Card B -I 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. Fixture & TransformerClearance-Ins. Protection Elec. Receptacles Spacing -Lights& Switches at Doors Size Boxes & No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen &Conductor Size Subfeed Wire Size / / ga. Cu_or AI-A.C. Wire Size / / ga. Cu or At Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral Yes _=_No _ - _ Service -Riser Conductors & Ground -Main Disconnect_^___ Equip. Clearances: Panels-Motors-Mech. Equip. Clothes Closet Light -Shower -Light _ Date Card 81 Date _. Date Card -BI Date 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 70. 71. 72• Plb., Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. Insulation -Foam -Looked in Attic ❑Yes 73. Guard Rails & Deck Construction -Post Caps 74. Fdn. Vents & Crawl !-tole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 75, Following instld.: Drive ❑Yes []No: Walks ❑Yes [J" No; Planters ❑Yes ❑No 76. Stucco; Brown -Finish 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground 81. Ventilation throughout House 82. Glass Protection Date MECHANICAL (Permit) OK except N's 83. Corrections from Previous Inspections 84. Gas lest -Meters Tagged; Gas -Electric Card -81 Caid-BI 31. 32. 33. 34. 35. A.C. Ducts. Insulation & Support _ -_ _ _ Vent Fan. Exhaust above Insulation - _ Condensate Drain & Overflow; Size_& Grade Furnace -Vent: Access -Comb. Air -Return Air _Vent- _115_V outlet Attic Access & Platform if Furnace in Attic Date Card -BI Date - _ Date Card -BI Date 85. Water & Sewer Connected -C/O to Grade -HD Approval 86. Energy Compliance Certificate -Other Certificates - - - -- - - - Card -BI Date Card -BI Date Gard -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except N's Com ients at Final: 36• 37. 38. 39. 40. 41 42. 43. 44. 45. 46. 47. Sills: Proper Material & Anchors Walls: Studs -Nailing, Spacing & Bracing -Plate's -Sound Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) Fire Stops: Furred Ceilings -Stairs- Chases -Tub Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties -Pullin -Root Brac.-Truss-Shiling.-Ring. Fireplace Ties or Type A Flue -Fireplace Throat Altic Access: Size & Romex Prot ection-_Draft Slop -Ins. Baffles Bdrm. Windows or Exiling Doors -Sill Hgt. & Dimensions - Garage Fire Protection Framing - - Y - - (NOTE An entry must be made each lime you visit job site) J COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovilleo-California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO.�� ASSESSOR PARCEL NUMBER �ea ZONING BUILDING PERMI OWNER TELEPHONE $Q, FT. OCC. BUILDING 7ALUATIM OWNER'S A IN D 0 RESS 3 151 CCNTR AC R'S NAM T L P ONE CONTRACTOR'S MAILING ADDRESS 61,96 13ts L(, o v LLE Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation 1 $ 900 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 1pZ S"a ARCHITECT OR ENGI EER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ AR:HITECT OR ENGINEER'S AILING ADDRESS Penalty $ BU;LOING ADDRESS Permit fee PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF i] Duplex❑ Mobilehome❑ Other wl/�E(�1615_6FRG� SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: 2 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service sDov OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): y—� I am licensed under provisions of Chapt. 9, Div. 3 of the Business and\ProfeSSIOnS Code and my license is in full force and effect. License No. 3R?4�9_S Classification- 1 as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ] I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ] I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.ad OR ADONS. ( ACC. BLDGS. 1/20sgft NEW CONSTR ULTI.OUTLET NON•RESID BRANCH CRC" TS 2.50 ea (POWER APPARATUS e) SINGLE OUTLET CIR. Ex. Occup( OR FIXTURES 20050c eAL930 Ex. Occup. OUED P TLETS(RESID )REA.7 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is co-rect. I agree to comply to all County Ordinances and State Laws relating to bu Iding construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue again -t said County in onsequence of the granting of this permit. X Date 3-A —8� Signar:rr f App cant - Owner ❑ Contractor Q Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height.. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ occUP, CON ST.TTP JF10111^111LJ _ PD NO 139U This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By P IT EXPIRES Date the applicable_provi-- resoluu ions to do fees have been paid. WORKS Date y - Receipt No. l �'/' WHITE-D.P.W., TELLOW-ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT MIS Qui I®o0 �' too?P9 noft!, fnev — -- — � est c a�CSz9E�Oc�¢u9 �raao3°9 �EBu�til" 5 � v�s:ai .4.1-0 uueel oc, an ��saAa aoo�� �vv�r Qivolq 06 s0"ln s fld9 19fanu beuzzB ydeisri 0I Yirmsq z{riT Ob 0� OIMAIuIta:t�1 �o\bns 9b00 yfnuoo ellu® 9di9 90 zmoic ,bisq need evsri ceei ri3idi q 1o? jv�Tds b09s3ibni Aiow 2; llm;D�q 016jo Yq 40 8073 ala also VG 7PCS k 1n9m81sga0 00thJUS s18rr,S to y1'!UO0 9df (�fiw 91" no a93slq ova 1 I 911�3ilills0 z 10 sonsw?nl ncifsznegrs33 z'n tl0SS°J 10 ils0 0P S MhO uz1© 9osidue aToosd of as oa lennwm yns ni noc l9Q yns yolgme fen IW2 B El ,rlin.o°its to zwsl :) M yell of goa duz rrtP000d uoy bluOz ,?Asm9Pslt aiiif gni�ir m 191is it :gflr3lBc A M 95120M P1�U2 fi9i+� ylgm0o fifiw7 410 I?Un ury °aboo TO6SJ eri9 to an012PvOU .0 V 9ii1 01 tj�ri®vsi berm9b ed Ilsriz finw�q aids In znoi?ivolQ noitsmoini 3VO65 zn�f 26!14 �?F1a bns no1f9oilggs zirif bsel evsd I Psr11'yii91a3 I �nifs8sl z�asJ �E392 bn3 ze0,3- itll© y1n'.00 IBs of yBaPOo o? 09zOs l .? 01100 zi f0yinwoo 0o3 i0 aoviiwn32mgrol 93ilot�jus yd=0. bi9L3 ,rjifJu'IScnoo Ontbiwl Of zo2ogluq 6aoi13s�32n; 1Ci �•elee�vlq Urnoi?Hers-weds aril P.Oqu lolile 01 e^, 168 9anisps Biwa io yin000 evil apEOIT ri Q®sai ians yiinntflbni ,�vs v2 pars ozCra B 9u1006 yew ym ni y6m �, d3idw G neug9 bns ,zfa0o ,uloartgLuj o coo F�&il Ilam fimisq zir7f to Lniinr�@ 9f io soneu�9ano ni, ytnaioo bisniw, s OnepA L vct-ovtn00 4J 15,w0 W 1ieo�il yA ia�+u9®nBi2 -4wvannon in noiallomob bw,� goeb "O'2 lovo anoi9ovo�uo iol boiiupae ai 9,m -,eq AH23 nA .140icd ni LGilo1L E tpMQ Q'alvt21ulta Bc tioB T;9A:j. 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J9 C1A^C®Pt49 eJtl� .A07�717C E7 .•AG71W ,AOi'C986A-4"d O.°.19Y .•W •�1-©'S4CF7W COUNTY OF BUTTE - DEPARTMENT OF PU;BLI,C WORKS - BUILDING. DIVISION 7 COUNTY CENTER DRIVE - OROVILLe;;6NL••IFGRNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION -DATA SHEET Permit No. OWNER LL NIc,S A. P. No.3� �PiroposcdiBulldnng Usedilding Inspector �- Date 3 �� At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance:- DATE RECEIVED. APPROVED 1. All items have been submitted. 2. Plot plans in duplicate./triplicate,,signed by preparer of plans, , 3. Complete plans in duplicate./tripfI a`tea sl :gne lans. omplete,engineered plans and calcs, w'. wet signature on plan 5. Plans with Energy Design Compliance Sta 6. CUSD "Fees Paid'' Stamp on Floof an 7 Statement of Intent for Non-Hea e a Buildings. _49 --Fees of $ N , , , , , , , 9. Letter of signature authorization, ` . . . . . . . . . . 10. Sanitation approval from Health Dept. 11. Planning approval for (A) Use: (B) Parking:- 12. arking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner, Mail to ownerE]), _15. Improvements may be required. . . . . . . , , , , , 16. Mobilehome Installation Data. . . . . . . . . . 17. Pre -Inspection for Pre-Inspec. request to p Required. Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. Plot plan approval from city of 21. r 22. f (Date) 3 When issue the permit, rocess as follows: Mail to wner, Mail to contractor. Yu elephone y' ��'�A7 and hold for pickup office, Deliver w/inspector. ; Other Applicant Z`~ Date 3-6 82 Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prio to er it issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer owner was advised of above required data by4Zp/hone___nail—counter by date ZIL -e-1'7 Contractor, designer, ner, was advised of above required data by—phone _maII_counter by date Plans checked by Date Plans approved by `77 ��. Date -3 --39 ---5,7 - Sets of plans on hold in File cabinet AP folder — Flours: `10:00 a.m. - 3:00 p.m. Copy -DPW RT. 1, B6x 1621 ORLAND, CALIFORNIA 95963 916/ 865-9619 RACKLEY COMPANY, Inc. May 21, 1987 TO WHOM IT 14AY CONCERN: MAY 2 11987 11:1 !tj . . ......... We at Rackley Co. Inc., Installed the Anchor Bolts for All-Metals.Job as per instructions from Armco Building Co.. See Below for layout. 1 1. BOLTS USED MAIN BLDG. 3/4" x 7" VJ CALIFORNIA CONTRACTOR LICENSE NUMBER 414041 BOLTS USED LEAN -TU 3/4" x 52" Yours Truly Scott Rackley Project Mgr. ;i ENGINEERING r SURVEYING �i PLANNING h 4 220 GRAND AVENUE OROVILLE, CA. 95965 (916) 533-2068 July 8, 1987 Butte County Building Department 7 County Center Drive Oroville, CA. 95965 Re: All Metals, Ophir Road Enclosed find for your review & information, the metal studs to be used for the referenced building. encl. KCL/dm fro rag'c4W4 Sincerely, Kenneth C. Lenhardt, P.E. G.D.A. ENGINEERING & SURVEYING WILLIAM W. GEDDIS JOHN D. CHRISTOFFERSON KENNETH C. LENHARDT. 4 Structural LEE�CM-C(A Framing SECTION•CONTINUED) 18 -Gauge - Series "WFS" - Wide Flanqe Studs, 1.3/8" Flange 16 -Gauge - Series "WFS" - Wide Flange Studs, 1-3/8" Flange 25OWFS18P 2-112 .733 .206 12,500 2,670 .625 .267 .214 1.03 .044 4 x 362WFS18P 40OWFS18P 3-518 4 .890 951 .230 .248 12,500 12,500 4,240 4,840 .510 .470 .614 .774 .339 .387 1.43 1.55 .046 .046 ' I , 60OWFS18P 6 1.318 18 .048 1.185 290 12,500 8,290 .340 1.99 .663 2.21 .047 ' x 80OWFS18P 600SFS18P 8 6 18 io ,1.511 .386 12,500 12,900 .270 4.10 1.02 2.84 .047 ' 16 -Gauge - Series "WFS" - Wide Flange Studs, 1-3/8" Flange 14 -Gauge - Series "WFS" - Punched Wide Flange Studs, 1.3/8" Flange l F 1000WFS14P 10 1 1-318 1 14 1 .075 1 2,862 1 .751 1 19,700 1 43,340 1 .304 1 1.00 1 2.20 1 3.82 1 .048 18 -Gauge - Series "SFS" - Punched Standard Flange Studs, 1" Flange 250WFS16P 2-112 .916 .258 19,700 5,260 .657 .334 .267 1.03 .054 x 362WFS16P 3-5/8 1.113 .288 19,700 8,350 .542 .767 .424 1.43 .056 I , 400WFS16P 4 1.318 16 .060 1.189 .310 19,700 9,500 .504 .967 .483 1.55 .057 �.I J 60OWFS16P 600SFS18P 6 6 18 io 1.482 .363 19,700 16,300 .356 2.48 .827 2.21 .057 x 80OWFS16P 8 1.889 .483 19,700 25,200 .287 5.12 1.28 2.84 .058 14 -Gauge - Series "WFS" - Punched Wide Flange Studs, 1.3/8" Flange l F 1000WFS14P 10 1 1-318 1 14 1 .075 1 2,862 1 .751 1 19,700 1 43,340 1 .304 1 1.00 1 2.20 1 3.82 1 .048 18 -Gauge - Series "SFS" - Punched Standard Flange Studs, 1" Flange 16 -Gauge - Series "SFS" - Punched Standard Flange Studs, 1" Flange 250SFS18P 2-112 .610 .170 16,400 2,660 .820 .203 .162 .985 .015 x 362SFS18P 3.518 .767 .194 16,400 4,360 .681 .481 .266 1.36 .018 x 400SFS18P 4 1 16 .829 .212 16.400 9,660 .671 .758 .379 1.48 .023 �.I J 600SFS16P 600SFS18P 6 6 18 io 1.329 1.063 .254 16,400 8,860 .479 1.62 .540 2.10 .020 _ x 8 1.737 .438 25,500 --16-.4-66-14.160 .400 .382 3.45 .862 2.72 .022 16 -Gauge - Series "SFS" - Punched Standard Flange Studs, 1" Flange 14 -Gauge - Series "SFS" - Punched Standard Flange Studs, 1" Flange x 1000SFS14P I 1 10 1 1 1 14 1 .075 1 2.671 1 .694 1 25,500 1 49,200 1 .336 1 9.63 1 1.93 1 3.72 1 .030 18 -Gauge - Series "SLT" - Unpunched Standard Track, 29/32" Flange 250SFS16P 2-1/2 .763 .213 25.500 5,230 .850 .252 .205 .984 .018 x 362SFS16P 3-518 .960 .243 25,500 8,440 .717 .600 .331 1.36 .022 x 400SFS16P 4 1 16 1.036 .265 25,500 9,660 .671 .758 .379 1.48 .023 �.I J 600SFS16P 6 29132 18 ,060 1.329 .318 25,500 17,200 .500 2.02 .673 2.10 .024 x 800SFS16P 8 1.737 .438 25,500 27,500 .400 4.31 1.08 2.12 .027 14 -Gauge - Series "SFS" - Punched Standard Flange Studs, 1" Flange x 1000SFS14P I 1 10 1 1 1 14 1 .075 1 2.671 1 .694 1 25,500 1 49,200 1 .336 1 9.63 1 1.93 1 3.72 1 .030 18 -Gauge - Series "SLT" - Unpunched Standard Track, 29/32" Flange 11 16-Gauae - Series "SLT" - Unaunched Standard Track, 29/32" Flange 250SLT18UP 2.11116 .692 .204 18,400 3,390 .920 .263 .184 1.18 .014 325SLT18UP 3-7116 .815 .240 18,400 4,305 .787 .402 .234 1.28 .015 x SLT18UP 6 .876 .258 18,400 4,906 .734 .517 .271 1.40 .015 �.I J 400 400SLT18UP 4-3/1 4-3/16 29132 18 .048 .937 .276 18,400 5,704 .686 .650 .310 1.52 .016 600SLT18UP 6-3/16 1.265 .372 18,400 10,616 .510 1.72 .577 2.13 .017 X 8DOSLT18UP 8-3/16 1.591 .468 18,400 15,300 .406 3.32 .880 2.66 .017 11 16-Gauae - Series "SLT" - Unaunched Standard Track, 29/32" Flange 18 -Gauge - Series "DLT" - Unpunched Deep Leg Track, 1.1/2" Flange 250SLT16UP 2-11116 .865 .255 27,000 5,508 .900 .271 .204 1.02 .017 325SLTJ6UP 3-7116 1.018 .300 27,000 7,911 .778 .503 .293 1.28 .018 x 362SLT16UP 3.13116 1.095 .322 27,000 9,153 .724 .646 .339 1.40 .018 �.I J 400SLT16UP 4.3116 29/32 16 .060 1.171 .345 27,000 10,476 .676 .812 .388 1.52.; .019 600SLT16UP 6-3116 1.581 .465 27,000 18,819 .502 2.16 .697 2.13 .020 x 800SLT16UP 8.3116 1.989 .585 27,000 29,430 .399 4.45 1.09 2.74 .021 x 1000SLT16UP 10-3116 2.396 .705 27,000 40,700 .331 7.54 1.51 3.27 .021 18 -Gauge - Series "DLT" - Unpunched Deep Leg Track, 1.1/2" Flange 16 -Gauge - Series `DLT" - Unounched Deep Lea Track, 1.112" Flanae 250DLT18UP 2.11116 .886 .261 10,100 2,120 .500 .300 .210 1.07 .059 325DLT18UP 3-7116 1.008 .297 10,100 3,353 .439 .571 .332 1.37 .064 1; , DLT18UP 3116 1.069 .315 10,100 3,838 .414 .724 .380 1.50 .066 �.I J 400DLT18UP 40O 4- 4-3116 1.112 18 .048 1.130 .333 10,100 4,343 .390 .900 .430 1.63 .068 60ODLT18UP &3116 1.458 .429 10,100 743 .301 2.27 .734 2.28 .074 x 8OODLT18UP 8.3116 1.784 .525 10,100 10,700 .245 .423 1.06 2.84 .078 16 -Gauge - Series `DLT" - Unounched Deep Lea Track, 1.112" Flanae For footnotes refer to end of table. Continued 4 250DLT16UP 2-11/16 1.108 .326 16,500 4,933 .550 .395 .299 1.09 .073 325DLT16UP 3-7116 1.260 .371 16,500 5,847 .490 .713 .415 1.37 .078 X, 362DLT16UP 3.13/16 1.337 .393 16,500 7,837 .462 .905 .475 1.50 .080 40ODLT16UP 4.3/16 1.1/2 16 .060 1.413 .416 16,500 8,860 .437 1.124 .537 1.63 .082 60ODLT16UP 6-3116 1.823 .537 16,500 15,130 .339 2.84 .917 2.28 .090 800DLT16UP &3116 2.231 .657 16,500 20,295 .277 5.04 1.23 2.83 .096 x OOODLT16UP 10.3116 2.638 .777 16,500 30.800 .234 9.32 1.86 3.46 .099 For footnotes refer to end of table. Continued 4 Cn, co) PARTITION STEEL FRAMING Ji SECTION PROPERTIES Table No. V11 sets forth the section properties are used for special design conditions that are not necessary for the design of both vertical and covered by the typical framing conditions set forth horizontal framing systems. These properties. in Tables I through V1. VIP's 2 Partition Studs TABLE 1.3/32 1.5/8 C14 Only C� 3/4 1-1/2 All 3/4 Others F424 04 11 /41 0 :1 15 r -- t = .0209" t = .0396 8 r -- r'n. 360 060 w - '.- 0 860 .074 .092 0.13 ' -2112 lull ;,N 425.079 �-'-::.159 P6r !ad 1. .1,800 .037.., .107 .049 .090 .782 1.17 7/8 3-1/4 1-3/4 1/2- 540 480 .:094 .563 2; 370 .200 .128 .1.46 2-1/2" 3-1/2 640 10 1 Fj2 810. 199 440 5,550 .497 3-1/4'� .1.58 aw 3-1/.2 -3/8 '1.-1/4 1/4 500 .100 20. 2,630 .239 .142 1.55 M ISSIM! -3-5/8 .l 500-, �,10 510 .103 20 2,760 .259 .149 1.58 25-4 :1 6 t 10- � - 1.* -!- 6" 540 .110. 10 3,180 .329 .170 1.7 690.152-. 374 5,700. .877 300 2.40 840 .1 .8,780 1.79 .456 3.05 t = .0396 Furring Channel (25 gauge). * 1-5/8 r -- r'n. 440 129 w - '.- 0 -.1,838 .074 .092 0.13 ' A - lull ;,N 690 �-'-::.159 P6r !ad 1. 3,496 .225 .174 1.19 7/8 3-1/4 1-3/4 1/2- 540 780 .188 .563 5,010 4 17 .250 1.49 2-1/2" 3-1/2 640 10 1 Fj2 810. 199 440 5,550 .497 3-1/4'� .1.58 aw -3-5/8 .1-3/8 --1 /4 1 ;11/32 '830 '.204 .20 5810 .538 .277 290 1.62 M ISSIM! ., 4 500-, �,10 870 .218 20 6,670 1 .682 .333 1 ,1.77 25-4 :1 6 t 10- � - 1.* -!- 6" 1130 .288 10 11,800 1.80 .590 2.50 1390:, 374 18,000 3.64 .898 3,12 Furring Channel (25 gauge). * Partition Track Stock Length: 101 Stock Length: 10' Q , WX -- r'n. M is V, w - '.- 0 0 t-6- ---Pt�� I SE M rE ' A - lull ;,N j -U i M 110 P6r !ad 1. 1-5/8" 25 --- 330 7/8 .2-3/4 7/8 1-3/8 1-3/4 1/2- 540 .089 320 .563 .019 .�3 4] Partition Track Stock Length: 101 Stock Length: 10' 'See Section 11-D of Research Report 3403-P for material specifications and design criteria. 'Webb stiffeners are required atends of studs or joists. for No. 20 gauge members having a depth of 6" and No. 25 gauge members . having depths of 3.1/4" and larger. I Q , WX M V, w - '.- 0 0 t-6- ---Pt�� I SE M ;,N j -U i M 110 P6r !ad 1. 101 10011" 0- '1 1-5/8" 25 --- 330 10. 162SST20 q 1-5/8" 20 540 10 M 2-1/2" 25 390 .:�10­' 0 i2 SST2TO' 2-1/2" 20 640 10 1 Fj2 3-1/4" 25' 440 '-10 3-1/4'� 20 730 10 M?8" -25. 470.,., , �10 3-5/8" 20 770 10 ..4. 500-, �,10 4" 20 820 10 6" 25-4 :1 -635 t 10- � - 1.* -!- 6" 20 1050 10 'See Section 11-D of Research Report 3403-P for material specifications and design criteria. 'Webb stiffeners are required atends of studs or joists. for No. 20 gauge members having a depth of 6" and No. 25 gauge members . having depths of 3.1/4" and larger. I I 4 �yE'L^•y ,"�r J f r x � -'p`tr f �N- ft}° jai, 41P e! �'�� {"fir �,� r 'yl ,5' 7 � :I Y r ,y s JS � {sY� J r �•�,y�7?�J "�:.•'q�u 9rv� (5 -! ry Jn k1J ;{ .' (:w rtJ - f• !'t-' J ''1 J�".Ur, .r 4.11 t t 7.i�1 KIM t n All "Wools. .1 I ����'.L�/Y+! �-I.S�.��r.� X .ro ..l.�al .r -II+1,Y l R Y�re1u.� ylpli++. kms. w Ir .. ...v.. . ...... .I .i .. . ....1.n4�.n-� .•rY~/.W{M•. + :. , •, '.l ..I � J rY. •yi....-+r41 : �� C� rf • ...r• a .a�./:.w+,.+^ ..i_ ..M1h ..,.L+N .4' ' e-. .... -.'.. .:: ... ... ,. r- .. ....� .a,...:..y i:.•«. ' .,.w.: ... • .. . ..•.t.. . +la..0 4 .., . _. _... .Y .. ..._ J, .. _....., ...... y12 Tj J. �I.L�O:.s 4'4-�• Vin,.-. _.. J,r. ,, ,. Y.�� ,.7-.•I,6 t ..r•5.�''I� _ .'_.�..{.s ., a:.. .. .. .':+J-�'1t iMYf 'M.- 6..N A• —77S n -.... .0 _ .. - .... , ... ..i.�..r.• r .rf.:y. .I A- ♦... .. - �t�.r1�K.. .'�,L.. /T .r . ,. e ♦r���. �•.� y,r...� �E/ ��, v.p ��� - .... . , .... r . ..:,aM ..�� :. t/�C .�• 'r_ �W. i/V ..,, .(7f..,Y.. .,�6. ... a ..� ..r. ..... , r+y r , t I. ARMC® IV �. ARMCO ATLANTIC, INC. 5150 NORTH SIXTH, SUITE 169, FRESNO, CALIFORNIA 93710 April 22, 1987 Mr. Ed Lazzareschi Lazzareschi Investment Co. 5237 Xeno Place Paradise, CA Re: All Metals *-2540 Dear Ed: It was brought to my attention that all of the anchor bolts on the above referenced project were mispoured. Instead of the bolts being 9" in from the edge of the concrete,. -'they were located 6" from the edge of the concrete. This placed the bolts at the location of the outer flanges of the sidewall columns. As a solution to the problem,.I have designed some Redhead expansion bolts to be used in place of the anchor bolts. All of the anchor bolts in place need to be burned off. The correct expansion anchors to be used are as follows: Lean -To sidewall & endwall columns use two 3/4"0 WS -3454 -Redhead expansion bolts,.5 1/2" long. The bolts are to be centered in the column, one on each side of the web. Main building sidewall & endwall columns use six 3/4"0 TVS-3470 Redhead expansion bolts 7" long. The bolts are to be centered in the column, three on each side of the web. As.a caution, the expansion anchors .need to be installed far enough apart so as not to damage the concrete when drilling. Also, the installation of the expansion anchors must be installed according -to -manufacturers recommendations. Ed, if you have any more questions, please do not hesitate to call: - - - RUFESS/o sincerely, '0 0 D. TO q� i� v- %ice Donald D. Tobler, Jr., P.E. rn f o`C 04/0230 Senior Sales. Service Engineer DDr/lmm ST CIVRL ��`� ARMCO BUILDING SYSTEMS • ATLANTIC BUILDING SYSTEMS rJrr_- o il? -7 Mr a..�— _ /.^ {'_ {fir. _ _ -..f . I/"✓`�� ._�' ,. _ -- —. �% -.w- _ _ ---�_ _- — — _ . - ... -_ 6,4-- -1 e ^/1 �[ ��v_:_�-c. _ _'fie_ � �-�-e-�---�-f- .�-�'_�_ . �-_.—G�r_�c s-•-- - - __ ____ ---- - _____ . �. _ _ r. L L L ARMc®.. w� X801987 f!,1 v�� ARMCO ATLANTIC, INC. 5150 NORTH SIXTH, SUITE 169, FRESNO, CALIFORNIA 93710 May 19, 1987 r" ' SZL•87 �� Mr. Ed Lazzareschi �r� �� C � �� f ✓. STR22 NoT/F. o� Lazzareschi Investment Co. ' 5237 Xeno Place K.C. AEk/SgC 70 AC�CP7 AtJ�A r ��at��'7 ' Paradise, CA 95969 S, j H,<</ '• T Roc7r, Re: All Metals W-2540 t,,,,. -1-c ee1�—• Dear Ed: ---- Attached you will find the calculationsverifying the choice of expansion bolts which can be used in place of the normal anchor bolts that were incorrectly located (see letter dated 4/22/87). Also enclosed is a copy of*the specifications for the type of bolt that should be used. Note the installation procedure that should be followed, and also note that these allowable capacities assume a 4300 psi concrete strength. The bolt locations starting from the outside edge,of base plate are 4", 9", 9", and 4" to the inside edge of the plate. Each bolt is 2" from the outside edge across the width of the plate. These locations will provide the necessary separation. There was another question regarding the moving of sidewall brace rods. The question was in regards to moving a set of sidewall brace rods to an adjacent bay. This is allowable, but if there is an eave strut present it must remain in the bay with the roof rods, and another strut must be added in the adjacent bay with the sidewall rods. Less than eave height struts should be moved along with the sidewall rods without adding additional struts. Ed if you have any additional questions, please do not hesitate to call. O\ VESS/ l Sincerely, r� rn Donald Tobler, Jr., P.E. �`= No. C 040230 70 senior Sales Service Engineer DDT/lmm EnclosuresI��� �PVI`��Qtil��Q ck-�� ARMCO BUILDING SYSTEMS • ATLANTIC BUILDING SYSTEMS 4 . , ,. ._� � � i ��� ; t � • 4� ,� �.. � 4 i ', ,. i i ` 1I SUBJECT: ,.4 I ARMCO ARMCO ATLANTIC, INC:' BUILDING ENGINEERING i FRESNO, CA 93710 REFERENCE I C X PA N S' vo tJ A ►J C 4<D R• CA -CQ , promo A.).S Mac�ntvM L.oAPS FR,ov►� RNc�oi2 QoLT PLAQ S y-Ef-T A 2I L- A -o 76 is /3 6 k K +wL,� EIJOWALi Co.,MN L - 7F 13 f ,F K i (D L + WL) 4 -3 ,� g- (D � 4- . ,K E 3 (DL + wL� �Ft11J 13UILOIN(o Sif]E�,ji4l�, .COWM/J ErJOW/AA- COLvMN 1-1 AIN auk -OIC (� I i /38 ?d 134 \/ k K K (D L. + ��yZ E-- (q (o L + W L.} 48 Cp L + 3/4 L + CRANE) DL + u/2+,LUL) 8 < / / z �D L t w L ) I k 9 (OL +wL) INIT: DATE: PAGE: SUBJECT: A M ARMCO ATLANTIC, INC. V BUILDING ENGINEERING F-RBNO, CA 93710 REFERENCE (}L.L0-j AQL.L: (oAp S Sage. wprk►nq l«�S art2. ZS% o f- -i-brQ. vli��w�a� C,Q.Pct..c�-�eS W S - 3 454 5/211 L p�tlo�ablQ �ul� ov� _ ,2S �Iz,4oS� = 31 ol= 311 I` k I.JS - 3410 *7 (1.47712 /�82, w AUOA L A 11aWaL>,ol� SL,ear' 4's Ait-,,a -LQ Io M°'i 62 incre4-5a-cQ 413 Ih COIILIO)a�-44S J -J'4 L- o f; L --Eo eAc�w"l Cola nayI)S 3 M a ye s In e o.r ' 4- u V SQ. i Z Lows per Cpl✓m n r. .?pdA Allowa,olvllou-+ = Z(3. 1 '/-3 -F. 3 K Oj< Ar 11, w aloI Q: St,ear = 2 (4, g')OY3> *,Ovll Ma,. Qu�ld�hQ s�de.�.�c�l Q- &.;aAl Co(voywi K 1�.� Putt oak q f✓l � 51� a.u.r 1 � y2K Oso- (o bol+s. -P°''r 'coIv"n A I Iowab�� pull ou-� _ (3. 1 K �(4/3\ _ q K o1� INIT: DATE: PAGE: It, E 0 installation. 1. Using a bit whose diameter equals the anchor dici -neter, drill hole to any depth exceeding minl- mum embedment. Holes should be drilled using a bit conforming to ANSI 894.12-77. 2. Assemble anchor with nut and washer so that the top of the nut -Is flush with the top of the anchor. Drive .anchorthroug'h material to be fastened so that washer Is flush with surface of material. 3. Expand anchor by tightening nut 3 to 5 turns. Installation Cautions • Not recommended for use In lightweight masonry material such as block or brick. • Use of core drills is not recommended to drill holes for use with this anchor. • Not recommended for use in new concrete which has not had sufficient time to cure. • Always wear safety glasses and other necessary protective devices or apparel when Installing anchors. • Maintain accurate hole size for proper Installation and performance. • Safe working loads for single installations under static loading should not exceed 25% of ultimate load capacity. Models/ Variations Wedge Anchors are available in three materials and a variety of Izes: zinc -plated carbon steel — standard anchorfor all structural, in -plant and highway uses Indicated In the Applications Section. Zinc -plated In accordance with Federal specifications 961-Z-325C,Type II, Class 3. Available in anchor/ drill sizes 1/4" to 11/4" and lengths of 1V4" through 12.' galvanized steel — provides protection from mildly humid, corrosive or brine atmospheres. Excellent Indoor use for pipe -hanging, machinery mounting, and various In -plant uses. Outdoor applications Include fencing, gates, handrails, docks, conveyors, highway guard rails, signs, lighting and safety devices. Available In anchor/drill sizes 1/2" through 1" and In lengths from 41/4" through 9" stainless steel —' for protection In humid, highly corro- sive and acidic environments. Used extensively In architecture to mount aluminum and stainless steel window frames and curtain walls. Bolt body 303 stain- less steel, nut and washer 18-8 stainless steel. Available in anchor/ drill sizes 1/4" through I/e" and in lengths . from 13/4" through V.' NOTE: Special sizes and materials available on request. Approvals Meets or exceeds U.S. Government G.S.A. Specifications FF -S-325 Groyp II,Type 4, Class I. Listed by Underwriters Laboratories (UL), Factory Mutual (FM), International Conference of Building Officials (ICBG) and Expansion Anchor Manufacturers Institute (EAMI). See ICBG Report 1372 and Pittsburgh Testing Laboratory Report No. 105799/802,(9-20-71),108553 (6-28-74). For test data relative to anchor, drill sizes and load capaci- ties, see Selection Chart. •IIIUa ala load Capacity U 4.300 aod 1-4.40) psi Uwe 4"f* U[ aw[U OWN$ 30% tog [prawrN IMuA[gAI gpgHe [Mcnl[I. Used on ladepoodeal Tnl" tabsWery tett[. Copies of it#" ovUfa [• repel. sale WMl" bads hr sb4,a,ntallellm $Mor ablk food," 9010614 404 titled 20%Hilia 6NU•81e Nod opacity. fu IaMm alba to User md1llafn, twbel your oafell falloff npaaaalNlee. Fwlaale: Allow Miss 1►ro6401 h' b dbwMp 01tN UUUq[ Ileal UytuaN• Clio. togef dba4olar a "m aaN taloa pal ap•[loa silo. • f••tur. R14arwN. Selection Chart T 1 PED HEAD ITT Phillips Drill Division P.O. Box 364. Michigan City, Indiana 46360 Tel. (219) 874-4217 Telex 25-8488 Anchor 6 Carbon Stainless Galvanized Diamster Max. D S!erl Steel Steel 8 '1r6I f Thickness Min. Bit Size/ A of Material C -Embed- Catalog Catalog Catalog Threads Overall to be Thread ment in 'Pullout -Shear Number Number Number Per Inch Length Fastened Length Concrete LBS. LBS. WS -1416 WW -1416 1V4' V4" 3/4 - WS -1422 WW -1422 Y4"/20 21/4" V4" 3/4' 13A" 2627 2300 WS -1432 WW -1432 3344' 1V4" V4' • WS -3822 • WW -3822 21/4- 344' 11A" • WS -3826 W • W-3826 2V: V. 1 vr" • WS -3830 • WW -3830 %"/16 3" 1- 11A" 1V4" 5094 5233 • WS -3836 • WW -3836 3V4" 1V4' 1Ve" • WS -3850 • WW -3850 5" 3" 1%" • WS -1226 • WW -1226 2V4" V4' 1'/„” • WS -1236 • WW -1236 3344' 1V." 1'/,: • WS -1242., • WW -1242 • WS -1242G Y2'713 41/4' 13'4- 1'/„' 21A” 6310 9016 • WS -1254 • WW -1254 a WS -1254G 51h" 3" 1'/•: • WS -1270 • WW -1270 17" 1 447" 1`0.' • WS -5834 • WW -5834 31h" 1h" 1 344" • WS 5850 • WW -5850 5" 2" 1 V4" • WS -5860 • WW -5860 • WS-586OG %"/11 6" 3" 134" 2341" 8322 12.216 • WS -5870 • WW -5870 7- 4" 134" • WS -5884 • WW -5884 8w, 51h" 1V." • WS -3446 • WW -3446 434" V. 13'4" • WS -3454 • WW -3454 a WS -3454G 514" 1V.' 1V41 • WS -3470 • WW -3470 i/4"/10 7" 2440 134" 3V4" 12.405 19.200 • WS -3484 a WW -3484 • WS -3484G 8lb" 4304' 1 V4" • WS -34100 le, WW -34100 10" 6V4' 1 V4" t WS -7860 t WW -7860 t WS-786OG 6" 1%' 2Vr- t WS -7880 t WW -7880 t WS -78806 8" 3%' 2Vl" 3344" 13.266 26.366 t WS -78100 t WW -78100 10" 5%" 211s' tWS-10060 6" /h' 2 341" CWS -10090 CWS-1009OG 1"/8 9' 3'A" 216' 434:" 18.275 37.533 tWS-100120 12" 61W 2342' tWS-12590 1Y4"/7 9" 2V'' 31h" 5A" 45.467 50,566 tWS-125120 12" SV40 3'h" •IIIUa ala load Capacity U 4.300 aod 1-4.40) psi Uwe 4"f* U[ aw[U OWN$ 30% tog [prawrN IMuA[gAI gpgHe [Mcnl[I. Used on ladepoodeal Tnl" tabsWery tett[. Copies of it#" ovUfa [• repel. sale WMl" bads hr sb4,a,ntallellm $Mor ablk food," 9010614 404 titled 20%Hilia 6NU•81e Nod opacity. fu IaMm alba to User md1llafn, twbel your oafell falloff npaaaalNlee. Fwlaale: Allow Miss 1►ro6401 h' b dbwMp 01tN UUUq[ Ileal UytuaN• Clio. togef dba4olar a "m aaN taloa pal ap•[loa silo. • f••tur. R14arwN. Selection Chart T 1 PED HEAD ITT Phillips Drill Division P.O. Box 364. Michigan City, Indiana 46360 Tel. (219) 874-4217 Telex 25-8488 ...I _ C`4..A -V. . GSA Specification FF -S-325, Group II, Type 4, Class 1 ©o Use in: Concrete, brick, stone Use with: No other fastener needed Made of: Steel Size range: 1/4" x 1-3/4" to 1-1 /4" x 12" • No hole spotting • Patented inter -locking wedges • �approved, listed 32 �,_ • 32 diameters and lengths, other sizes on special order • Stocked in 121-14 carbon steel, #� zinc electroplated or galvanized, types and 316 stainless steel I� RAWL-STUD The Rawl -Stud is a one-piece anchor bolt available in either standard low carbon steel or in stainless steel for installations in highly corrosive environments. The patented dual pressure expansion collar distributes the load equally in the lateral planes of the concrete, thus preventing bolt cocking or premature rup- ture of the concrete due to dis- tortion or uneven distribution of the load. Rawl -Stud applications in- clude: Heavy Construction:, bridges, dams, power plants, highway guard railings; General Construction: fasten- ing electro/mechanical apparatus, elevator equip- ment, railings, door and window framing; Industrial Maintenance: fastening conveyors, ma- chinery, storage racks, loading docks. STAINLESS STEEL RAWL-STUD Stainless Steel Rawl -Stud anchors are used for a variety of fastening applications in chemical and food processing plants, sewage and water treatment facilities, and in other installations where the fasten- ing will be exposed to corrosive environments. 4 CARBON STEEL RAWL-STUD r� THE RAWLPLUG COMPANY, INC., NEW ROCHELLE, NEW YORK 10802 la � y ,1y7Jj '�yry�'llyy.�7(�/���)�' p r� THE RAWLPLUG COMPANY, INC., NEW ROCHELLE, NEW YORK 10802 ALL METRUpipe & St�l Supply 3151 Richter Ave., Oroville, CA 95966 (916) 533-3445 May 27, 1987 Department of Public -Works 7. County Center Drive Oroville, CA 95965 Attention: James F. Glander, Chief,Building Inspector In reponse to your request -for written confirmation of intended usage on Unit 3 of our lean-to building (50' x 125') at Ophir Industrial Park,' 600 Ophir Road, Oroville, CA 95966; please be advised that this unit is intended only to be used for lease by anon -combustible rated company. Very ly yours, Edwrazzareschi P� ident EAL/sl RLL MCTRLIpipe & steel supply 3151 Richter Ave., Oroville, CA 95966 (916) 533-3445 May 21, 1987 Dept of Public Works 7 County Center Drive Oroville, CA 95965 Attn: James F. Glander, Chief Building Inspector In response to your request for the names and types of businesses who will occupy space, and who are considered non- combustibleconcerns, the following have agreed in part to lease from Lazzareschi Investment Company a portion of the lean-to building (50' x 125') at Ophir Industrial Park, 600 Ophi•r Road Oroville, California 95966: s Central Valley -Grinding Owner: Vern Bozekowski Type of Business: Centerless Grinding s 4VVei�n jV Bozeko ski �;. North State Precision Machining Owners: Robert Walker, Partner Steve Tatum, Partner 3 Type of Business": Precision Prototype, Production Milling and ., Turning Robert Walker Steve Tatum Very Trul Yours, Edw zzareschi, President EAL/sg i ENGINEERING 220 GRAND AVENUE SURVEYING CU OROVILLE, CA. 95963- - PLANNING (9 6) 5712068 ., . G02 ,gLD(�. /VI0=�a• : A/'/vk;D A7ZAl l77C, 3'N� (.- - - d Q 6 d(4 I c d i d _ Z14— in d � d , d C7 W C,219 ogy�� ENGINEERING t 1 110 GRAND AVENUE - ' SURVEYING GD OROVILLE, CA. 95961 PLANNING 49 6) 5111066 - (19 N/. .17),411V IV6-14-OC L'TL� ,rg,. ��z►c � r' TCS L&ODS X5 Samar: 6011. G Al r• ,88,42In/G c /vo 1`/Fiv�'T • �f BOvO a !9/2.C,97 ,CEQ D W T 7x VX A,.,X 429 oc-oori//}}vo - �yf o f Cr / c1e� j( 4 /8 " c -D LJ LU 0 293 r' . �F CALlEO� p .r FOOTING -1 �-~��� ISOLATED AND CONTINUOUS FOOTING DESIGN PROGRAM COPYRIGHT 1984 BY DISCO -TECH, SANTA ROSA, CA. DATE: 11-12 JOB NUMBER > DESIGN TYPE: * SQUARE FOOTING SUPPORTING A METAL BASE ' COLUMN * ALLOWABLE BEARING ON SOIL IN PSF...,..... 1,000 ' DESIGN STREN�TH OF CONCRETE IN PSI....... 2� ..00 , DESIGN SlREmu|n OF STEEL IN PSl.......... 20,000 DEAD LOAD IN LBS.~..........,..........~ 71000 LIVE LOAD IN LBS......................... 41,000 LEAST DIMENSION OF COLUMN IN INCHES...... 12.00 LEAST DIMENSION OF METAL PLATE IN INCHES. 18.00 ` DESIGN FACTORS: MINIMUM WIDTH OF FOOTING IN FEET... 6.93 USER ENTERED WIDTH IN FEET......... 7.00 ' MINIMUM DEPTH FOR STEEL REINFORCEMENT BAR IN INCHES.. 6.53 USER ENTERED DEPTH IN INCHES......................... 14.00 FINAL DESIGN RESULTS: WIDTH OF FOOTING IN FEET....'......... 7.00 AREA OF STEEL REQUIRED IN SQUARE INCHES/FT... 0.330-- ��������/" _/� DEPTH OF STEEL IN lNCHES..................... 14.00 -- - - END OF CALCULATIONS v 3/ TIE 70 ANCNoe r-Sac.T � O ACC PL ATE Pee l 1'f' ,SM.Qac�ocAcrv�res 4 8�4.t liyiq�/Tn�isr, I --T / 45= ,'00" u w w,C- � 4 fjA,P � Z '�'.q,Vo C uS•viD�t! /2"OC. E, iN � �. g• L EvEL /•vt� CnU?�,�' IV075 , use ,w d,3,4,e A AiI,? zv wlo1v IG. i` i0 LcC;S W �4 �3i0l� i /c / � S�.t _ \.m?J• `T `aid Irk`! � ;,'tt w . •.'�''. a• :;+�� . � -U C -i.; to 'l /570 D %'/hvL' C ENGINEERING 939 GR ANO AVENUE" VENUE + SURVE TING GU OROVILLE,CA.95965 PLANNING 19161 S33 -mm �/OPD s✓S� 3 Z-�� u u�T lox 5xZ5 20 X 3 X 16, S2 ? 3 4;00 A'-o,C. 29,387 ^� FOOTING -1 v/� ISOLATED AND CONTINUOUS FOOTING DESIGN PROGRAM COPYRIGHT 1984 BY DISCO -TECH, SANTA ROSA, CA. DATE: 11 2 JOB NUMBE1 007770""� > DESIGN TYPE: * SQUARE FOOTING SUPPORTING A METAL BASE COLUMN * ALLOWABLE BEARING ON SOIL IN PSF...... 4.. DESIGN STRENGTH OF CONCRETE IN PSI...'... DESIGN STRENGTH OF STEEL IN PSI.......... DEAD LOAD IN LBS...........'.......'..'. LIVE LOAD IN LBS....'..'.'.'''......'.'.' LEAST DIMENSION'OF COLUMN IN INCHES...... LEAST DIMENSION OF METAL PLATE IN INCHES. ) DESIGN FACTORS: 1,000 2,000- 20,000 1,500 5,000 2.00 12.00 MINIMUM WIDTH OF FOOTING IN FEET... 2'55 USER ENTERED WIDTH IN FEET........ MINIMUM DEPTH FOR STEEL REINFORCEMENT BAR IN INCHES.. 1.67 USER ENTERED DEPTH IN INCHES......................... 14.00 > FINAL DESIGN RESULTS: WIDTH OF FOOTING IN FEET.............. 3.00 / AREA OF STEEL REQUIRED IN SQUARE INCHES/FT... 0.046 'q- t6'��� DEPTH OF STEEL JN INCHES...''''.'..'....,.... 14'00 END OF CALCULATIONS ***$**************** 5� TIE 70 ANCODE! r-scLT . _ .... —A crII&aR ,oVO767 I use, w 34,VC oo&�IRAIV W/ Z 's'.w,vo C uS•yio�c! . nw c Ec; s s L i- b �� -) F1 �\ �N' r4aera:✓�N� Oetl c62 X �•� X�•�/ = Q7 4f2 7 �Q _tel SG rJ�i ,v- v -gj�vw�a5 -7.I _ 891"I'l (9111 ONINN�'1d C9196'V3'3lll AOVO Q ONI13ANng j - 3NNdAV ONVOO OU ONItl33NI ON3 1 I � tr U ENGINEERING 11D GRAND AVENUE SURVEYING GD OROVILL E, CA. 95965 PLANNING 1916) 5711068 ✓,c cJ L T®a Ti HG. ,ewes �o� srEE�. poc L . � /ii �.•, ii: r "moi% i - 'ENGINEERING iA GRAND AVENUE SURVEYING ` GD OROVILLE, CA. 9596S PLANNING (9 6) 3311068 . .: sr2uC1"h,2A L CiAG CS cL2 Fz--OO2 . L 250 �OSI� lJ.� - 2v psF Ni = /low v A 13.5 = 37. 2/ ! ' 5� 9 coo 37sa/x 1-7- a-SE- z a-S )AI /0 X 33 >1�1sT/Fio. , 0X 22.3Y�6 } i lam. 74 �N a- S= 8 s rM /* ! �.3- ENGINEERING 22O GRAND AVENUE J21 •- SURVEYING GD OROVILLE, CA. 95965 VLANNINC (916)533.20U 5 /,SX 63TK �� _ �l•P/ pep A77 L -j4O r _ 449.3 xB37�r H3- /a7 (QXIZ PG -L Z s = izi.z �= 69q � A = �,3•� o ,S ENGINEERING �TIEsoAr SURVEYING t/j O 1?6:4441/.o G Y PLANNING /,vi ri•4l- z DD .r A 46.3 ORO DAM BLVD., SU. M F/LL T/ME lQ, 3 p s / 5-OROVILLE, CALIF. 95965 0/70P'3.. �� 2'/Z Y4- 110 - N�S��� (916) 533-2068 Z7 oo ?oP'/ME ,� /Z��• : 3 0 3 4 / z �� '� -�. PE?CO Z.4 T/0A/ TE,s T it ESUG TAg 4 s ,/. So rlxfE z 2: oa 2 " /iZ /L7 /� �/S `�- F?ESOA/l 0,4 TE i2 zo /JrZQP " 'I v I w rE.6T TJATE oz. /y::/ 36 </4L E O/Q ME TE? � 3 /I,- 40 1 /� l / ¢ S A. R AIZI W3 E? A40 "�. T/ME F/E[ O TE16T.=1? / S 2ATE �tJI�TE : T,UESE TESTS yYE?E !�E?FO?MED ,44c020/ic/G TO 13uTTE COuurK Sr�,vo4?Os. P SS/(/G TEST ?ESUL T,5' /JO A/OT au.4?- A,UTEE 4eCEPT,413LE PE1?FD1?M.4.VCE OF 16E No S - 3 ,4 SEPT/C L EAC!/ /ELS . TIJE Y /,(/rJ/CUTE TIDE 6011--1 !J1:3 /L / T Y TO. 43 S O?3 W.4 TE? ,4T T!/E S/TE OF T.4/E TEST /,/OLE 4,u4g OFF°hE uu0. Tc.51 .or rt/F DEI-7T,4! TESTED. ? tu , ( s io Q �o 0 04 JO/3 '" ENGINEERING 270 GRAND AVENUE , SURVEYING CD OROVILLE,.CA. 95965 PLANNING 19 6) $.717068 �'V I + �N® •I"'� I I Bei � � � �� d•. _ //-/`� • �� ? AXS X02 � og7�� ENGINEERING 920 GRAND AVENUE SURVEYING GD OROVILLE, CA. 95967 ^s PLANNING (916157}2069 .4 "A 7-6, 4�aao 5.q�' � S�' � Fes• w T Frb► = 7X ,7,t /,.5"X /SO 0, -5-X D a: 2 87 atm OF CAi.1F�� 3/ N o1 FOOTING -1 %� ISOLATED AND CONTINUOUS FOOTING DESIGN PROGRAM COPYRIGHT 1984 BY DISCO—TECH, SANTA ROSA, CA. DATE: 11 -1? -86 JOEL NUMBER: 087-8b :> DESIGN TYPE: * SQUARE FOOTING SUPPORTING A METAL BASE COLUMN * ALLOWABLE FEARING ON SOIL IN PSF.......'.. 1,10(3 DESIGN STRENGTH OF CONCRETE IN PSI....... t,CSEo DESIGN STRENGTH OF STEEL IN PSI.......... 20,000 DEAD LOAD IN LBS...............4........ 71000 LIVE LOAD IN LBS ......................... 41,000 LEAST DIMENSION OF COLUMN IN INCHES...... 12.00 LEAST DIMENSION OF METAL. PLATE IN INCHES. le.op its DESIGN FACTORS: MINIMUM WIDTH OF FOOTING IN FEET... 6.93 USER ENTERED WIDTH IN FEET...... 7.00 MINIMUM DEPTH FOR STEEL REINFORCEMENT BAR IN INCHES.. 6.5 USER ENTERED DEPTH IPJ INC:HES....... ................ 1.4.0 FINAL DESIGN RESULTS: WIDTH OF FOOTING IN FEET.... 7,c0 AREA OF STEEL REQUIRED IN SLII..IAFIE INCHES/FT... 0.:'-'`-�— ��@ /L I, DEPTH OF STEEL_ IN INCHES ES ..................... 14.0) �, C £ � � �#: * : %:11 N K : }: ;►: y: D: N: I E: N D OF CALCULATION'S * �: � ?6 ;!: ;p: K: ?}: # * 11r ;d: �: �: � � .7j a►":•:.�c- .- i V � f •. wa• 9387 7� r7l EN -1.1 r g x T15 To ANCADe B Z'r QA Jt PCl4TE A4•PEiP �_ BA.0 lih�A/?l�/Al� �+v�vc�,�Acrv�4w,P � 1 Cn,v�yyv u0 ��s X Lv •• •% w W I - Z '�'A•�/D C [/S�v/DA! EvEL lAeLIT CL7UlP�E /(/ATE • [USe ,W 6, e N IZP/Al cv� iO 1 L Fe --715; w o v 4 Fcs s MINEERING 710 GRAND AVENUE ) SURVF YING CU OROVILLE. CA. 95965 .PLANNING (91615337066 aes� 3'-Z" s9aA,eE' Fr& _ ��„C�r1-1" ,Z.5(s If-, /^/. - /,0,- -d4 li,9Ie ply. 3•.5'x 3• S-A s -.S x �� = 2 7510 � • 2� x 3 X Z� _ �.s� FOOTING -1 °c ISOLA'T'ED AND CONTINUOUS FOOTING DESIGN PROGRAM COPYRIGHT 1984 BY DISCO -TECH, SANTA ROSA , CA. DATE: 11-1'.:-'-= ' JON NUMBS i:�E3' 7--E36 DESIGN TYPE: * SQUARE FOOTING SUPPORTING A METAL BASE..' COL...UMN ALLOWABLE NEAF-ING ON SOIL IN PSF......... 1.00 i DESIGN STRENGTH OF CONCRETE I N F'S I .. 2,000 DESIGN STRENGTH OF STEEL IN F= S I ........... DEAD LOAD IN LBS ................. ....... 1..500 LIVE LOAD IN LBS ......................... 5,000 0 LEAST DIMENSION OF COLUMN IN INCHES ... 8.0f''.) LEAST I:> 1: MENS I ON OF METAL_ PL...ATE. IN INCHES. 12.00 DESIGN FACTORS: MINIMUM WIDTH OF FOOTING IN FEET... 2.55 USER ENTERED WIDTH I N FEET .......... 3.00 MINIMUM DEPTH FOR STEEL REINFORCEMENT BAR IN INCHES.. 1.67 USER ENTERED DEPTH IN INCHES ......................... 14.00 FINAL DESIGN RESULTS: WIDTH OF FOOTING IN FEET .............. 3.00 , AREA OF STEEL REQUIRED IN SDUARE_ INCHES/F-1''... 46 S DEPTH OF STEEL IN INCHES ..................... 1.4. i i(:) END OF CALCULATIONS C. L U'ryl Ate• j I w TaE 7o ANCNoe 72-::�c.T 5.46'E' . PZ ATE Pe*..e S/ -W4 SA!' li4�Ai/T n�iil, 2 'S',gvD C uSNioA1 M07 • USE ,w e. ,c . N. llz joAl W1 /O ' L 567- 51 W Pr 4 &WI? ?/E nti LECS irk ; � �n w ,e j. ) jCn.vmvuO��s J � 1.-- Ei4C.vw.q S/ -W4 SA!' li4�Ai/T n�iil, 2 'S',gvD C uSNioA1 M07 • USE ,w e. ,c . N. llz joAl W1 /O ' L 567- 51 W Pr 4 &WI? ?/E nti LECS irk ; � �n w ,e j. ) ENGINEERING-.-ANO AVENUE SURVEYING GD DRDVILLE, CA. DS903 PLANNING (9161 St3-2W FST M& a AIP 4f4 t/,4lslT k1,fU SIF .. . Vt/LL - f3X 0. i7 XI 1 Xl3v 4Y. w1oE X7,6 X Z>ins-p 2 v✓�l- L s- Z !fN Z- d.5( L L zoo L P _ /3, ��( (0 • x 2.% 351 %All 6'- 4s E, vj. CIN-- �-- ' 4 Lti C� ti ,��•;•� 1 d ps -YI t.7 CIN-- �-- ' [' f ENGINEERING 220 GRAND AVENUE '5URVETING GD OROVILLE, CA. 95965 PLANNING (916) 5531066 ✓A L L T P -w4 -s /:rp2 sr�� 4X L 'v l0 u, W'c' �^ 5 ENGINEERING 510 GRAND AVENUE l / SURVEYING GD f OROV:LLE, CA. 95965 PLANNING (V 6) S33 -2D68 L L E -T474 S roep4 P- 4,e r -p 2 r-4 2 Fl-clo -.L• = -950.,DS,4 of/- rsop-s"a 7-4 = Z 7,0 IPS �: 12 - )AI /0 ;(33 :4-s5 �S77P,5-,�eelpl�pe- COL. BPS,: - 0 5 X 0, 7 zzworw /9 o/pr J8, 74 4,137 IV L L E -T474 S roep4 P- 4,e r -p 2 r-4 2 Fl-clo -.L• = -950.,DS,4 of/- rsop-s"a 7-4 = Z 7,0 IPS �: 12 - )AI /0 ;(33 :4-s5 �S77P,5-,�eelpl�pe- COL. BPS,: - 0 5 X 0, 7 zzworw /9 o/pr J8, 74 4,137 IV .ENGINEERING '"o'"o""U' SURVEYING CDOROVILLE. CA. 9596S PLANNING (916) 533-2066 X 637x 300 4 0 X49-3 93 697 V ENGINEERING t70 CRAND AVENUE } • SURVEYING OROVILLE, CA. 95965 PLANNING 1916) 3312069 4,L L 6-r,474 -S '5- rO RP 416 A P, C -P d.2 'Fz o rz- Z .4, = 2 50 )Zoc oil- 17- 4/-s57 .57 -AO -s-feel piRe. COL 10. 19.74 SNL r17P Pa, 1.9 37 ENGINEERING110GRANOAVENUE •1 ` SURVE TING GU OROVILLE• CA. 95905 PLANNING 191615113068 . 1 70 JCC 3; el p D7 69y '9 •ms's L�'.l '.'•,.'. 'i �,.`J1 ;,� s -BUILDING DATA FORM " B6LDING.ENVELOPE COMPLIANCE Project Title Location �e6�J��`•' Project Designer - G. D.A. Engineers - Surveyors - Planning 220 Grand Avenue Oroville, California 95965 (916) 533-2068 SITE DESCRIPTION Location Cod•;7 !31a r r'iY- " Latitude Dedree Days -heating (from Table 2 of Append:7. 1) SF, Solar Factor (from .Fig. 4.1.17 or Table 2 vs PVendir..1) AT, ASHRAE design temp — 78P (from Table 2 o Appendix 1) Form I Documented by L--''/ Daae BLDG. DESCRIPTION Occupancy Type Code Number (from Table 1 of Appendix 1? Gross heated floor area, sq. ft. Number of floors Ground Floor Perimeter, ft. Longest diagonal dimension at ground floor, ft. Height, ft. Cheekad by. D::?9 Y Record the detailed materials data :: the Afater.z!s is r -arm-. - Vic: -: Wall Surface AreasGJ 2 77 Avvirdow '.3 A.ror 14 - ToA�vU-T12+`;+§4 Roof Heat Transfer Coefficients (see Section 4.1.19) wmr er Uwall 16 (h�avmo) Uvvir.&-m 17 �•./c�_ Ud:vor 18 Shading coefficient of glass, (from Table 3 of Apper rix 1) U'door sc 21 1S'.. 22 � Weight of Wall Construction, Ib/ft2 _ w 23 Mass Correction Factor (from Fig. 4.1.16) h1 --F 24_D Equivalent Temperature Differen-m (frost Fig. 4.1.16) Tceq 25 _ A6 Surface Areas ''opaque roof s °� Askyl;.ght2.3 � ?— Ta al Aor (26 + 27)' 28 % (27/28) 2qi Note: if Line 25 is 5%.orgreater automatic Yc!,)t-scnsit Vs switching systems are required in the a,, a lighted:'.•y sky- ligh t. Enter the difference between line 27 and 5% of line 23, or zero, whichever is the greater Enter the suers of line 26 and !ine 30 30, BUILDING DATA FORM — Bul;Lullyta tivvtt_urr PROJECT TITLE]/��lFi�/S Engineers - Surveyors - Planning 220 Grand Avenue Oroville. California 95965 (916) 533.2068 Floor Heat Transfer Coefficients (See Section 4.1.8) winter (heating) summer (cooling) Shading Coefficient of skylight (from Table 3 of Appendix 1) Mass Coefficient (from Fig. 4.1.16) Absorptance (from Fig. 4.1.16) Floor Area over unheated space U -value for floor HEATING DESIGN CRITERION p Standard Pow (from Fig. 4.1.2) 1 r Standard Uor (from Fig. 4.1.3) Standard Uof (from Fig. 4.1.4) Maximum allowable Uo (from Fig. 4.1.1) Proposed Uow (from Fig. 4.1.7) Proposed Uor (from Fig. 4.1.1.0) Proposed Pof (from line 40) Proposed Uo (from Fig. 4.1.1) Note: Uor is calculated from the equation of Fig. 4.1.10 for the proposed building using the value from line 30 for the area of skylights, and the value from line 31 for the overall roof area Aor COOLING DESIGN CRITERION Standard OTTWw (from Fig. 4.1.15) / a , ofx/c?7 22k /14 �7ycjd) � 9,7 Standard OTTV (41 x line 44) /v Standard OTTV (from Fig. 4.1.13) -- �L S-—Pfoposed OTTVw (from Fig. 4.1.14) Proposed OTTVr (from Fig. 4.1.14) Proposed OTTV (from Fig. 4.1.13) Note: OTTVr for the proposed building is calculated from the equation of Fig. 4.1.14 using the value from /ine 27 for the area of skylights, and the value from line 28 for the overall roof area Aor c Uroof 32 e" Uskylight 33 Ur34 O :us 35 "� SC, 36 Mc 37 / °b Ac 38 Ao f 39 -�-- Uof 40 43 44 45 -+ET 46 47 ?� 48 49 50 -//4-- Line //4 --Line 50 must not exceed line 46 51 .3le7l— 52 �f A17 53 54 55 2 oe 56 %3 Line 56 must not exceed line 53 MATERIALS DATA FORM BUILDING ENVELOPE COMPLIANCE t- orm z Project Title �y jf'° � /S i Documented by / Location �9v �- Engineers - Surveyors - Planning Date._ 220 Grand Avenue Project Designer _ Oroville, California 95965 Checked by (916) 533.2068 bate Wall Wall Type 1 Weight of wall construction, Ib/ft2 (see Sec. 4.1.8) W7 1. S Heat Transfer Coefficient (see Sec. 4.1.8) U1 2 Surface Areas (attach sheets to document any additional Orientation. 3 compass orientations). Area 4� Orentat;a-'' Asea 6 - Orientation 7 Area 8 .�;�'� Orientation w Area 10 Y:�-4c Wall Type 2. Weight o" wail construction, Ib/ft2 Heat Transfer Coefficient Surface Areas (Attach sheets to do xment any ac'dMonaii compass orientations) Wall Type 3 Weight of wall- construction, Ib/ft2 Heat Transfer Coefficient Surface Areas (Attach sheets to document any ad-''itioral compass orientations) W2 11 Ua 12 r Orientation .13 Fret, 14 Orier.u-tion 1 Area 16 Orientation 17 Arez 18 Orientation 19 Area 20 W3 21 U3 22 Orientation 23 Aree 24 Orientation 25 Area 26 Orientation 27 Are,=. Or!entation ?8 29 Area 30 MATtM1AL, UAIA rUMV1.13Ullurlvu ovvc�a�r� GNw�rLlArv�rc PROJECT TITLE /tic G • D • A• Engineers - Surveyors - Planning 220 Grand Avenue Oroville, California 95965 Wall Type 4 (916) 533-2068 Weight of wall construction, Ib/ft2 Surface Areas (Attach sheets to document any additional compass orientations) W4 3.1. U4 32 Orientation 33 Area 34 Orientation 35 Area 36 Orientation 37 Area 38 Orientation 39 Area 40 Glass Type 1 51 Heat Transfer Coefficient (from mfrs. data) Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) 41 Heat Transfer Coefficient (from mfrs. data) Orientation 42 Surface Areas (Attach sheets to -document any additional Orientation 43 compass orientations) Area '44� Orientation 45 Area Orientation 46 47 Area 48 Orientation Area 49 Area .50 Glass Type 2 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) 51 Heat Transfer Coefficient (from mfrs. data) 52 Surface Areas (Attach'sheets to document any additional Orientation 53 compass orientations) Area 54 Orientation 55 Area 56 Orientation 57 Area 58 Orientation 59 Area 60 Glass Type 3 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) 61 Heat Transfer Coefficient (from mfrs.data) 62 Surface Areas (Attach .sheets to document any additional Orientation 63 compass orientations) Area 64 .Orientation 65 Area 66 Orientation 67 Area 68 Orientation 69 Area 70 MAIr_nIriwLIJAIAr'vrrrv� ovIwn�� .. - Q �1 L PROJECT TITLE / /J II /�" G. D. A. -� Engineers - Surveyors - Planning 220 Grand Avenue Oroville, California 95965 Glass Type,4 (916) 533-2068 Shading coefficient (from•Table 3 of Appendix 1 or mfrs. data) 71 Heat Transfer Coefficient from mfrs. data) 72 Surface Areas (Attach sheets to document any additional Orientation 73 compass orientations). Area 74 Orientation 75 Area 76 Orientation 77 Area 78 Orientation 79 Area 80 Roof Roof Type 1 Weight of roof'construction, lb/ft2 (see Section 4.1.8) 81 d Heat Transfer Coefficient (see Section 4.1.8) 82 ' Surface Area (Attach sheets to document any additional roof types) 83 Skylight Area .84 Skylight Shading Coefficient (from Table 3 of Appendix 1) 85 86 Skylight Heat Transfer Coefficient (U -value) Floor Floor Type 1 (floors over non -air conditVoned spaces only) Weight of floor construction, Ib/ft2 (see Section 4.1.8) 87 — Heat Transfer. Coefficient (see Section 4.1.8). 88 Surface Area (attach sheets to document any additional floor types) 89 Doors Surface Area 90 Heat Transfer Coefficient (U -value, see Table 4 of Appendix 1) 91 HEAT TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY G. D.A. Engineers - Surveyors - Planning 220 Grand Avenue oroville, California 95965 (916) 533-2068 Foran 3 List of Construction Components R 2. 3. 4. 5. 6. 7. 8. Inside Surface Air Film OV cooling heating Sketch of Construction Assembly Outside Surface Air Film , L Ib/ft2 WEIGHT: cooling heating Check one: Total Resistance Rti' = �2 cooling heating Wall Roof U•Value (I/Rt) cooling heating Floor- HEAT TRANSFER COEFFICIENT Form 1 1 3 PAOPOSED CONSTRUCTION ASSEMBLY G. D.A. Engineers - Surveyors - Planning 220 Grand Avenue Oroville, California 95965 (916) 533-2068 R List of Construction Components 2. 3. 4 i �{ ` �„ '•..� J 5. 6. 7. 8. Inside Surface Air Film cooling heating Sketch of Construction Assembly �/ Ib/f;2 Outside Surface Air Film �� WEIGHT: cooling heating Check one: Total Resistance Rt cooling heating Wall Roof ti -Value (l/Rt) c`f' cooling heating_ Floor .. DOCUMENTATION FORM I— OYCYI HVAC SYSTEMS COMPLIANCE (Complete for each system) Project Title 67�s / G. D. P1Documented by ® so �� (/ (.L,� . Location /� / Engineers •Surveyors -Planning Date 220 Grand Avenue Project Designer aeml Oroville, California 95965 Checked by (916) 533-2068 Date 'DESIGN CONDITIONS -76 7 4111- _ Building occupancy type (Table 1 of Appendix 1) Project Latitude (Table.2 of Appendix 1) ---� -- .� Heating Degree Days (Table 2 of Appendix 1) _ 2� Cry HEATING LOAD DOCUMENTATION (Artach calculations) Outdoor Design- .Temperature,.Winter, °F 22 Wind Speed, .mph <6Xe7ZIF �D � ,L .Wind direction _ t , Indoor. Design Temperature, °F 70 Temperature of adjacent unheated spaces, OF Transmission Heating Losses, Btu/hr8 is 4oO )e A 0Z_-;, /'7/�(� IZ/0/h4rifiltration Air, CFM Heat Loss From Infiltration, Btu/hr Ventilation Air, CFMy v N`" Heat Loss From Ventilation, Btu/hr / Outdoor Air for Special Processes, CFM P-i�fi �-� Jd ,� �2�'� 3���!✓ Heat Loss from Process Air, Btu/hr Other Heat Losses (describe), Btu/hr �S 6iJ �/G� Ile 5-� Heat Gain from Lights, Equipment, People, etc. Btu/hr ----'> Total Heat Losses, Btu/hr 110th `3�ax 11-1 COOLING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, summer, dry bulb, °F Outdoor Design Temperature, summer, wet bulb, OF Indoor Design Temperature'0 F Transmission heat gain, Btu/hr Infiltration Air, CFM T Heat Gain from Infiltration, Btu/hr Outdoor Air•for Special Processes, CFM Hee: gain for process air, Btu/hr Qf s� 75 Solar Heat Gain Through Windows; etc., Btu/hr 7 Heat Gain from Other Sources„Btu/hr / �� , Total Cooling Load„ Btu/hr �� rnyu v yr rvnn r Engineers - Surveyors - Planning 220 Grand Avenue Oroville, California 95965 (916) 533-2068 Dual -duct or multizone systems — give reference specifications, page or drawing number which will show compliance with Op following: REFERENCE Hot deck temperature — must be automatically reset to the lowest temperature necessary to satisfy the zone requiring the most heating. • Cold deck temperature — must be automatically reset to the highest temperature necessary to satisfy the zone requiring the most cooling. Recooling systems — give reference specifications page or drawing number which shows compliance with the following if recooling 20% or more of the total air in the system. • Controls must automatically reset the temperature of heated supply air to the lowest temperature necessary.to satisfy the zone requiring the most heating. HVAC SYSTEM RESTRICTIONS & SPECIAL REQUIREMENTS Several HVAC System types have specialrequirements or restrictions. In this section, the typs of system used in the design must be listed and any special restrictions given here referenced to show compliance: Supply references to proper specifi- cations.or drawing page numbers. Type HVAC Systems Used — List type of system to be used here (include all systems for heating or:,- ooling in the building) include referencp for specifications or each systeem�. / \ Constant volume reheat system — when serving both interior and exterior zones — separate cooling coils are required if the exterior zone exceeds 20% of the total air quantity through the cooling coil. REFERENCE DOCUMENTATION FORM rOffTl BUILDING LIGHTING COMPLIANCE . Project Title Engineers- Surveyors -Planning Documented by 1 220 Grand Avenue Location t !/ 0�/ ,` Oroville, California 95965 Date. 14 —2.1 (916) 533-2068 Project DesignerC J Checked by Date Room Room RCR Task Areas Note Sq. Ft. No. Sq. Ft. Total Watts Allotted Design No. So. Ft. AUDI. /Occ. Occ. /Task So. Ft. /SD. Ft. Watts Watts Page Total �S 3 (fid 5-7/ .� .v - /e— /29 7'/��P<' % I �' �/ -7t, F6 5� SL i GS,Lr� 7- tlo ovG�� / I 65"d <14 r) /i (� 70 �(�G 470-) I I � I -- --- I -- Page Total �S 3 (fid aOCUMENTATION FORM & HVAC EQUIPMENT COMPLIANCE Go D.A. Engineers - Surveyors - Planning 220 Grand Avenue Oroville, California 95965 (916) 533-2068 Form 6 References giving the specification page or drawing sheet number or manufacturer's data must be submitted. to demonstrate com- pliance with Division 6 of the standards. ELECTRICALLY OPERATED COOLING SYSTEM EQUIPMENT. ABSORPTION WATER CHILLING COOLING SYSTEM EQUIPMENT COMBUSTION HEATING EQUIPMENT (Oil and gas-fired comfort heating equipment— ELECTRICALLY__ O, PERATED_HEATING "'—H EAT -PUMPS ELECTRICAL RESISTANCE SPACE HEATING EQUIPMENT Standard rating capacity, Btu/hr Minimum EER (COP) Reference Heat source (check one) Direct fired (gas -oil) Indirect fired (steam -hot water) Minimum EER (COP) Reference Minimum combustion efficiency at maximum rated output Reference Minimum EER (COP) Reference Supplementary Heater Control Reference REFERENCE FOR FULL -LOAD ENERGY INPUT AND OUTPUT REQUIREMENT FOR MAINTENANCE FOR MANUFACTURER'S MAINTENANCE AND, FULL AND PARTIAL CAPACITY AND STAND-BY INPUT(S) AND OUTPUTS) SPECIFICATION REFERENCE FRA s0%Arl N2iATINO i COOLING ® Split System Heat Pump Outdoor Sections. Performance data (cont) COMBINATION RATINGS* C.O.P. - Coefficient of Performance EER - Energy Efficiency Ratio (3 -ph units, DL and SM options) HSPF - Heating Seasonal Performance Factor (1 -ph units). Based on ARI conditions. LLS - Liquid Line Solenoid SEER - Seasonal Energy Efficiency Ratio (1 -ph units). Based on ARI conditions. TC - Total Capacity (1000 Btuh) TDR - Time -Delay Relay 'See 380H Application Data booklet for expanded combination 'ratings. tRatings are net values reflecting the effects of circulating fan heat. Sup- plemental electric heat is not included. Ratings are based on: Cooling Standard: 80 F db, 67 F wb Indoor entering air temperature and 95 F db air entering outdoor unit. HI -Temp Heating Standard: 70 F db Indoor entering air temperature. and 47 F db, 43 F wb air entering outdoor unit. Lo -Temp Heating Standard: 70 F db Indoor entering air temperature and 17 F db, 15 F wb air entering outdoor unit. $Outdoor section/indoor section combination tested in accordance With DOE test procedures for central air conditioners. Ratings for other com- binations are determined under DOE computer simulation procedures. NOTES: 1. Combination ratings are based on Indoor and outdoor units at the same elevation and connected by 25 ft of tubing. If otherthan 25 ft of tubing is used and/or Indoor unit is installed above outdoor unit, a slight capacity variation may occur. See 380H Installation and Start -Up Instruc- fions. For requirements beyond 50 It, obtain Information from Carrier distributor. 2. Indoor unit may require replacement of AccuRater"refrigerant control piston or the use of a thermal expansion valve when used with specified 380H units. See Installation and Start -Up Instructions for details. 3. Determine actual cfm values obtainable from your system by referring to Fan Performance Data in fan coil or furnace literature. Interpolate as required. 4. Indoor Unit: 28 Series denotes coil section. 40 Series denotes fan coil unit. 5. Sound Rating: All units have a sound rating of 7.8 bels. `wb,✓ ' UL Rated In accordance with ARI Standards 240-81 and 270-82. All 380H heat pumps meet DOE Residential Conservation Services Pro- gram Standards. Manufacturer reserves the right to discontinue, or change at any time, specifications or designs without "notice and without insuring obligations. Book 11 14 PC 101 Catalog No. 523-838 Printed in U.S.A. Form 38QH-2PR Pg 3 7-85 Replaces: 38QH-1 PR Tab 5a6a ARI STANDARD RATINGS 1 -Ph and 3 -Ph Cooling HI -Temp Lo -Temp OUTDOOR UNIT INDOOR - TC SEER EER .380H UNIT Cfm Heat Heat HSPF w/LLS w/o LLS (3 -ph TO C.O.P. TC . ~ C.O.P. or TDR or TDR only) 28HQ,VQ048 1750 46.5 9.05 8.70 7.70 47.5 2.90 28.0 1.90 6.55 28SLO48 1750 46.5 9.05 8.70 7.70 47.52.90 28.0 1.90 6.55 28AC,AU048 1800 47.5 9.35 9.00 8.15 49.0 3.00 28.4 6.85 28AC248 1800 47.5 9.35 8.95 8.05 49.5 3.00 28.6 .2.00 2.00' 6.90 28AM048 1800 47.5 9.35 9.00 8.15 49.0 3.00 28.6 2.00 6.85. 046 28HQ,V0060 1800 47.5 9.35 9.00 8.15 49.0 3.00 28.4 2.00 6.85 28SLO60 1800 47.5 9.35 9.00 8.15 49.0 3.00 28.4 2.00 6.85 28AC,AU060 1800 48.5 9.45 9.10 8.20 50.5 3.05 29.8 2.05 7.05 2BAC260 1800 47.5 9.30 8.95 8.05 49.5 3.00 28.6 2.00 6.90 40QB048t 1800 47.0 9.35 9.00 8.15 49.5 3.00 28.8 2.00 6.85 400B,QH060 1800 48.5 9.20 8.85 7.90 51.0 3.05 29.8 2.05 6.95 400B QH062 1800 49.0 1 9.40 9.05 8.15 1 50.5 3.05 29.8 2.05 6.95 28HQ,VQ060 2075 55.5 9.40 9.20 7.70 58.5 2.85 34.0 2.00 7.00 28SLO60 2075 55.5 9.40 9.20 7.70 58.5 2.85 34.0 2.00 7.00 060 28AC,AU060 2100 58.5 10.20 9.80 8.40 60.0 3.05 35.0 2.15 7.40 28AC260 2100 57.5 10.10 9.60 8.30 58.5 3.00 34.0 2.10 7.35 400B,QH060 2100 57.0 9.80 9.30 7.90 60.5 2.95 35.5 2.05 7.35 40QB,QH062t 2100 57.5 10.00 9.50 8.10 60.0 3.00 35.0 2.10 7.35 C.O.P. - Coefficient of Performance EER - Energy Efficiency Ratio (3 -ph units, DL and SM options) HSPF - Heating Seasonal Performance Factor (1 -ph units). Based on ARI conditions. LLS - Liquid Line Solenoid SEER - Seasonal Energy Efficiency Ratio (1 -ph units). Based on ARI conditions. TC - Total Capacity (1000 Btuh) TDR - Time -Delay Relay 'See 380H Application Data booklet for expanded combination 'ratings. tRatings are net values reflecting the effects of circulating fan heat. Sup- plemental electric heat is not included. Ratings are based on: Cooling Standard: 80 F db, 67 F wb Indoor entering air temperature and 95 F db air entering outdoor unit. HI -Temp Heating Standard: 70 F db Indoor entering air temperature. and 47 F db, 43 F wb air entering outdoor unit. Lo -Temp Heating Standard: 70 F db Indoor entering air temperature and 17 F db, 15 F wb air entering outdoor unit. $Outdoor section/indoor section combination tested in accordance With DOE test procedures for central air conditioners. Ratings for other com- binations are determined under DOE computer simulation procedures. NOTES: 1. Combination ratings are based on Indoor and outdoor units at the same elevation and connected by 25 ft of tubing. If otherthan 25 ft of tubing is used and/or Indoor unit is installed above outdoor unit, a slight capacity variation may occur. See 380H Installation and Start -Up Instruc- fions. For requirements beyond 50 It, obtain Information from Carrier distributor. 2. Indoor unit may require replacement of AccuRater"refrigerant control piston or the use of a thermal expansion valve when used with specified 380H units. See Installation and Start -Up Instructions for details. 3. Determine actual cfm values obtainable from your system by referring to Fan Performance Data in fan coil or furnace literature. Interpolate as required. 4. Indoor Unit: 28 Series denotes coil section. 40 Series denotes fan coil unit. 5. Sound Rating: All units have a sound rating of 7.8 bels. `wb,✓ ' UL Rated In accordance with ARI Standards 240-81 and 270-82. All 380H heat pumps meet DOE Residential Conservation Services Pro- gram Standards. Manufacturer reserves the right to discontinue, or change at any time, specifications or designs without "notice and without insuring obligations. Book 11 14 PC 101 Catalog No. 523-838 Printed in U.S.A. Form 38QH-2PR Pg 3 7-85 Replaces: 38QH-1 PR Tab 5a6a 38QN NBATING A COOLING® Split System Heat Pump Outdoor Sections Performance data COMBINATION RATINGS* (cont) C.O.P. - Coefficient of Performance EER - Energy Efficiency Ratio (3 -ph units, basic option) HSPF - Heating Seasonal Performance Factor (1 -ph units). Based on ARI conditions. LLS - Liquid Line Solenoid SEER - Seasonal Energy Efficiency Ratio (1 -ph units) TC - Total Capacity (1000 Btuh) TDR - Time -Delay Relay 'See 38QN Application Data booklet for expanded combination ratings. tRatings are net values reflecting the effects of circulating fan heat. Supplemental electric heat is not included. Ratings are based on: Cooling Standard: 80 F db, 67 F wb indoor entering air temperature and 95 F db air entering outdoor unit. HI -Temp Heating Standard: 70 F db indoor entering air temperature and 47 F db, 43 F wb air entering outdoor unit. Lo -Temp Heating Standard: 70 F db indoor entering air temperature and 17 F db, 15 F wb'air entering outdoor unit. #Outdoor section/indoor section combination tested in accordance with DOE test procedures for central air conditioners. Ratings for other com- binations are determined under DOE computer simulation procedures. NOTES: 1. Combination ratings are based on indoor and outdoor units at the same elevation and connected by 25 It of tubing. If other than 25 it of tubing is used and/or indoor unit is installed above outdoor unit, a slight capacity variation may occur. See 380N Installation and Start -Up Instructions. For requirements beyond 50 ft, obtain information from local Carrier distributor. 2. Indoor unit may require replacement of AccuRater" refrigerant control piston or the use of a thermal expansion valve when used with specified 38QN units. See Installation and Start -Up Instructions for details. 3. Determine actual cfm values obtainable from your system by referring to Fan Performance Data in fan coil or furnace literature. Interpolate as required. 4. Indoor unit: 28 Series denotes coil section. 40 Series denotes fan coil unit. 5. SOUND RATING: All units have a sound rating of 8.0 bels. Rated in accordance with ARI Standards 240-81 and 270-82. Meets DOE Residential Conservation Services Program Standards. Manufacturer reserves the right to discontinue, or change at any time, specifications or -designs without notice and without Incurring obligations. BookIl 14 PC 101 Catalog No. 523-882 Printed in U.S.A. Form 38QN-1 PR Pg 3 1-85 Replaces: Tab 5a Sa 38QN-PR ARI STANDARD RATINGS 1 -Ph and 3 -Ph Cooling HI -Temp Lo -Temp OUTDOOR INDOOR EER UNIT 38ON UNITSEER Cfm Heat Heat HSPF w/LLS or TDR w/o LLS or TDR TC C.O.P. TC C.O.P. TC (3- ph only) 28HQ,VQ042 41.0 8.30 8.10 7.80 45.0. 2.70 27.2 2.00 ' 6:90 28SLO42 41.0 8.30 8.10 7.80 45.0 2.70 27.2 2.00 6.90 28HQ,VQ048 41.0 8.30 8.10 7.80 45.0 2.70 27.2 2.00 6.90 28SLO48 41.0 8.30 8.10 7.80 45.0 2.70 , 27.2 2.00 6.90 28HQ,VQ060 41.5 8.40 8.15 7.90 45.5 2.75 27.6 2.05 7.00 28SLO60 41.5 8.40 8.15 7.90 45.5 2.75 27.6 2.05 7.00 042 28AC,AU042/142 1600 41.5 8.40 8.15 7.90 45.5 2.75 27.6 2.05 7.00 28AC242 41.5 8.35 8.15 7.90 45.5 2.75 27.6 2.05 7.00 28AC,AU048 42.5 8.70 8.45 8.20 46.5 2.90 28.2 2.10 7.15 28AC248 41.5 8.50 8.10 7.90 45.5 2.75 27.8 2.05 7.00 28AM048 42.5 8.70 8.45 8.20 46.5 2.90 28.2 2.10 7.15 40QB,QH042$ 41.5 8.20 8.00 7.70 46.0 2.80 27.8 2.05 7.05 40QB,QH048 42.0 8.30 8.10 7.80 46.5 2.85 28.0 2.05 7.15 28HQ,V0048 46.5 8.00 7.75 6.90 48.5 2.60 29.0 1.80 6.25 28SLO48 46.5 8.00 7.75 6.90 48.5 2.60 29.0 1.80 6.25 28AC,AU048 47.5 8.25 8.00 7.20 50.0 2.75 29.4 1.90 6:50 28AC248. 47.5 8.20 7.95 7.15 50.5 2.75 29.6 1.90 6.55 28AM048 46.5 8.10 7.85 7.15 49.5 2.70 29.4 1.80 6.50 048 28HQ,VQ060 1725 47.5 8.25 8.00 7.20 50.0 2.75 29.4 1.90 6.50 28SLO60 47.5 8.25 8.00 7.20 50.0 2.75 29.4 1.90 6.50 28AC,AU060 48.5 8.35 8.10 7.30 51.5 2.80 31.0 1.95 6.70 28AC260 47.5 8.20 7.95 7.15 50.5 2.75 29.6 1.90 6.55 400B,QH048 47.0 8.20 8.00 7.50 50.5 2.75 30.0 1.90 6.50 400B,QH060 48.5 8.10 7.85 7.40 52.0 2.80 31.0 1.95 6.60 40QB,QH062 48.5 8.30 8.05 7.60 52.0 2.80 1 31.0 1.95 1 6.60 28HQ,VO060 55.5 7.95 7.65 7.15 55.5 2.55 33.0 1.90 6.20 28SLO60 55.5 7.95 7.65 7.15 55.5 2.55 33.0 1.90 6.20 060 28AC,AU060 2000 58.5 8.60 8.30 7.85 57.0 2.80 34.0 2.05 6.60 28AC260 57.5 8.50 8.10 7.55 56.0 2.75 33.0 2.00 6.50 40013,01-1060 57.0 8.10 7.80 7.35 57.0 2.65 34.4 1.95 6.50 400B4OH062$ 57.5 8.30 8.00 7.55 56.5 2.70 34.0 2.00 6.50 C.O.P. - Coefficient of Performance EER - Energy Efficiency Ratio (3 -ph units, basic option) HSPF - Heating Seasonal Performance Factor (1 -ph units). Based on ARI conditions. LLS - Liquid Line Solenoid SEER - Seasonal Energy Efficiency Ratio (1 -ph units) TC - Total Capacity (1000 Btuh) TDR - Time -Delay Relay 'See 38QN Application Data booklet for expanded combination ratings. tRatings are net values reflecting the effects of circulating fan heat. Supplemental electric heat is not included. Ratings are based on: Cooling Standard: 80 F db, 67 F wb indoor entering air temperature and 95 F db air entering outdoor unit. HI -Temp Heating Standard: 70 F db indoor entering air temperature and 47 F db, 43 F wb air entering outdoor unit. Lo -Temp Heating Standard: 70 F db indoor entering air temperature and 17 F db, 15 F wb'air entering outdoor unit. #Outdoor section/indoor section combination tested in accordance with DOE test procedures for central air conditioners. Ratings for other com- binations are determined under DOE computer simulation procedures. NOTES: 1. Combination ratings are based on indoor and outdoor units at the same elevation and connected by 25 It of tubing. If other than 25 it of tubing is used and/or indoor unit is installed above outdoor unit, a slight capacity variation may occur. See 380N Installation and Start -Up Instructions. For requirements beyond 50 ft, obtain information from local Carrier distributor. 2. Indoor unit may require replacement of AccuRater" refrigerant control piston or the use of a thermal expansion valve when used with specified 38QN units. See Installation and Start -Up Instructions for details. 3. Determine actual cfm values obtainable from your system by referring to Fan Performance Data in fan coil or furnace literature. Interpolate as required. 4. Indoor unit: 28 Series denotes coil section. 40 Series denotes fan coil unit. 5. SOUND RATING: All units have a sound rating of 8.0 bels. Rated in accordance with ARI Standards 240-81 and 270-82. Meets DOE Residential Conservation Services Program Standards. Manufacturer reserves the right to discontinue, or change at any time, specifications or -designs without notice and without Incurring obligations. BookIl 14 PC 101 Catalog No. 523-882 Printed in U.S.A. Form 38QN-1 PR Pg 3 1-85 Replaces: Tab 5a Sa 38QN-PR BUILDING DATA FORM B6IL61N G' SERVICE WATER HEATING COMPLIANCE (Refer to Chapter 4.4 of the Energy Conservation Design Manual) PROJECT TITLE Location Form 7 Documented By G. D. A. Date Engineers - Surveyors -Planning 220 Grand Avenue Oroville, California 95965 Checked By (916) 533-2068 Project Designer. Date: SERVICE WATER HEATING SYSTEM DESCRIPTION PERSONAL HOT WATER USAGE (at 110°F) tnergy_Source Type —'Record 1 if gas, 2 )f elect , 3 if other Occupants (Use Table 1 -of Appendix 1) Number of Occupants in Perimeter,Zone Number.of Occupants in Core Zone Occupancy (hours of use per day) Personal HW.Demand Total Number of Occupants (Line 2 + Line 4) Weekdays .Weekends and Holidays Weekdays Weekends and Holidays Weekdays Weekends and Holidays HW. Demand Per Person; gal/day (From Table 1 of Appendix 5) Total HW demand for personal uses, gal/day (Line,8 x Line 9) Equipment HW Demand (attach description list) HW demand for equipment requiring 140°F HW (e.g., dishwashing and laundry equipment) Special equipment requirements (attach description list) Water Supply Temperature. (from local.utility) AT for Personal HW Demand (110°F. -Line 16) AT for Equipment -HW Demand (140°F — Line 16) Hot Water Usage, days per, year 8.34 x Total HW Demand (Line 10) x Days of Use Per Year (line 19) x. AT (6 ne 17) = Annual Energy Consumption = 1 2 // - 3 4 5 6 hrs. 7 na — hrs. g // 9 gal/day 10 gal/day 11 gal/day 12 gal/day 13. °F 14 gal/day 15 °F 16 OF 17°F 19 �` days/yr. 20 `7%2 Btu D.A. /® rage c yr rprm i _ dAo . Engineers - Surveyors - Planning 220 Grand Avenue EQUIPMENT HOT WATER Oroville, California 95965 USAGE (at 14eF) (916) 533-2068 8.34 x Total HW Demand (Line 11) x Day .of Use per year (Line 19) x AT (Line 18) = Annual. Energy Consumption = 21---: Btu SPECIAL USAGE (other service temperatures) - Annual Energy Use for Special Applications 22� Btu For HW uses requiring water temperatures other than 110°F. or 140°F; determine the appropriate AT and HW demand and cal- culate the annual energy use in the same manner as shown above. Refer to Table 18 of Appendix 2. Document the special uses and corresponding calculations.on an attached sheet. Total Building Annual Energy. Use for Hot Water / (Line 20+ Line 21 + Line 22) 23 4Btu. SOLAR WATER HEATING . CREDIT (See Form 9, Line 86) 19-79665 6-- 24 Btu AUTOMATIC STORAGE WATER HEATER'S Size: height in feet diameter in feet 25/ft. 26 /, volume in gallons 27gal.. Energy Storage Type — Records -as 1• if gas, 2"if electric; 3 if other 28 Test Methods Used Record: 29 _ (a) for ANSI Z 21.10.3-74, Section 2.7 (gas or oil fired) (b) for NASI C 72.1-72, Section 4.3.1 (elec.) (c) for other (list) below) For Electric �4 Total„ surface area of the storage tank 30� ft2 Total watt-hours used over the test period 31 watt/hrs. Duration of test period (in hours) 39 hours Standby heat loss performance,;S watts/sq. ft.) 33watts/ft2 Maximum allowable Sp.(watts, sq. ft.) 34 watts/ft2 Line 33 must be less . than Line 34.for compliance For Gas or Oil Fired Total gas or oil consumed as metered, (0) in cu. ft., or gals., respectively . 35 cu..ft./gals. Gas Meter Correction Factor (CF) (CF =..1.0 for oil -fired heaters) 36 19-79665 Total Weight of Water Drained from the Tank (cWd) 45 lbs. Average Temperature of the Inlet Water (T1) 46 ' . AF Recovery Efficiency of Heater (Er) 47 % Minimum recovery efficiency 48 Line 47 must be greater than Line 48 for compliance Combination Service Water/Space Heating Boilers Probable Maximum Demand for Service Hot Water (pmd) Page 3 of Form 7 Engineers - Surveyors - Planning Fraction of the Year when the Outdoor Daily Mean Temperature 220 Grand Avenue is More than 64.9°F (days/365) 50 Oroville, California. 95965 Total Energy Delivered to the Combination Boiler to Maintain (916) 533-2068 the Stored Water Temperature at 90°F above Ambient Room Heating Value of Gas or Oil (H) at Standard Conditions in Temperature During the Test Period (S) Btu/cu. ft. Btu/cu. ft. or Btu/gallon respectively 37 Btu/gal. Duration of Test Period, Hours (t) 38 hours Volume of Storage Water in Gallons (V) . 39. gallons Weight of Storage Water in Pounds (W) 40. pounds Average Temperature of the Stored Water (T2). 41 compliance Average Room Temperature 42 °F Actual Standby Heat Loss Percentage (S) 43: Allowable Standby Loss Percentage (Smax) 44 % i Line 43 must be greater ' than Line 44 for compliance . Total Weight of Water Drained from the Tank (cWd) 45 lbs. Average Temperature of the Inlet Water (T1) 46 ' . AF Recovery Efficiency of Heater (Er) 47 % Minimum recovery efficiency 48 Line 47 must be greater than Line 48 for compliance Combination Service Water/Space Heating Boilers Probable Maximum Demand for Service Hot Water (pmd) 49 gal/hr. Fraction of the Year when the Outdoor Daily Mean Temperature is More than 64.9°F (days/365) 50 (fraction) Total Energy Delivered to the Combination Boiler to Maintain the Stored Water Temperature at 90°F above Ambient Room Temperature During the Test Period (S) 51 Btu/hr. Total Allowable Standby Heat Loss of a Combination Service/ Space Heating Boiler (Smax) 52 Btu/hr. Line 51 must be less than Line 52 for compliance TEMPERATURE CONTROLS The actual overall thermal resistance (R) of the tank and its The actual overall thermal resistance (R) of the tank and its insulation (See Figure 4.4.9) 53 -Z,-7 The minimum overall thermal resistance (Rmin) of the tank and its insulation 54 Line 54 must be greater than Line.53 for compliance The proposed design complies with Section T20-1522 of the Standards. Give location in the drawings, or specifications, where the required temperature controls are shown or speci- fied. (See section 4.4..5 of the Manual) PUMP OPERATION The circulation hot water system is arranged so that the circulating pump(s) can be automatically turned off when the hot water system is not in operation. Give location in drawings where such arrangement can be verified. 55 i.j/7 57 Censible is an energy efficient water heater offering exceptional performance. Exclusive FOAMITE. insulation combined with ad- vanced design techniques provide energy savings and economical ,operation. Meets stringent efficiency performance criteria for energy consuming appliances set by HUD, ASHRAE 90A-1980, BOCA and all state performance codes when tested according to D.O.E. (Depart- ment of Energy) test procedures.. Special Features Foamite Insulation: A new, efficient, superior, water heater insu- lation. Provides maximum heat retention: When compared to. the same thickness of ordinary fiberglass insulation. State's FOAMITE • provides 175% more insulating. effectiveness. FOAMITE reduces iheAt loss. FOAMUE cuts fuel costs. FOAMITE saves money. FOAM - ITE saves space, too! 11/2" FOAMTTE has an "R" factor value of 12.5 and retains as much heat as 29/4" of 1/2 lb. density'fflberglass. •'Immersion'Threaded Elements: Direct immersion type drives .all heat directly into the water for maximum heating efficiency. Anode Rod Protection: Anode rod suspended in the tank provides corrosion protection within the tank. Check *these other high quality features. Celcon® Drain Valve: Made of celcon to eliminate electrolytic corro- sion caused by other .drain valves. The valve opens and closes• smoothly while the long shank design allows easy hose connection tind draining. Glasslined Tank: Entire inner surface is lined with an extra thick coating of vitrified glass, permanently bonded under intense heat (1600°F) to insure maximum tank surface protection and years of -rust-free operation. Automatic Thermostats: Provide a constant supply of hot water at a pre -selected temperature. Triple Tested Tanks: Pressure tested three times during manufacture for highest quality assurance. Maximum hydrostatic warking pressure is 150 psi. ECO (Energy Cut Off): A UL listed, factory=installled heat -sensitive device cuts off ALL power to the heater should internal tank temper= ature reach 210°F: Welded Steel Couplings: No internal threads to commode and ceuse leaks. UL Listedo All models comply with Safety.S:cifications outlined in Underwriter's Laboratories; Inc. Standards fbr Safety UL 17.4. jackets: Finished in light `yellow enamel with a. contrasting daik yellow trim. Paint is electrostatically. applied to a controlled thick- ness and baked. Exceptionally durable; 'easy to wipe clean. Warranty: Five-year limited warranty on the tank and one year on parts. If used in a commercial application, the warranty -reverts to only one year. Complete details available from your nearest State sales office. fl �� Pensible 5 En6rgy Efficient - Residential Round Electric W6ter Heater with Foamite Insulation PV -30-1 RT1 30 n w `wat9e9�ea�iis (Irlt@dlocking) P.(Irisnslon.,lntlnches�r�.. '�tQd bIt ,S ( ; 4500 A r 90°)l1 1-8- 20 30 — 4500: ' 45'/2 ' "17 % 105 PV-30-2RT1 30 '4500 4500 f8 "" 20 30 4500 4500 451/2 17 3/0 105 PV -40-1 RT1 40 — 4500 18 20 30 - 6000 591/4 173/a 125 PV-40=2RT1 40 4500 4500 18 20 30 6000 6000. 591/4 17 3/4 125 PV -52-1 RT1 52 — 4500 18 201 30 — 6000 ' 591/4 ' 19. 3/a 140 PV-52-2RT1 52 4500 4500 18 20 30 6000 6000 591/4' • 19 3/4 140 PV -66-1 RT1 66 — 4500. 18 20 30 — 6000 531/2 23 3/4, 190 PV-66-2RT1 66 4500 4500 18 20 30 6000 6000 531/2 23 3%4 190 PV -82-1 RT1 82 — 4500 18 20 30 — 6000 631/2 23 3/4 225 PV-82-2RT2 82 4500 4500 18 20 30 6000 6000 631/2 23 3/4 225 PV -120-1 RTi 120 — 4500 18 20 30 — 6000 641/4 28 3/4 330 PV-120-2RT1 120 4500 1.4500 18 20 30 6000 1 6000 641/4 28 3/a 330 -necovenes are rounoeo to nearest gauon. When ordering a 16 -year warranty heater substitute X for V in the model numbQr (Example: PX-30-2RTt ). ELEMENT INFORMATION: Maximuffi wattages shown are only avail- able when specified. Any element Wattages offered 'are available below maximum ahown. Element wattages, voltage and type wiring must be, specified when ordering. All wat- tages'must conform to local codes and utility requirements. Noie: Standard wattages shown are furnished un- less otherwise. specified. All wattages must conform toAocal codes and utility require- ments. Non -simultaneous .with off peak metering, and simultaneous with off peak metering in double element water heaters, available when;` demanded by zone requirements. Some job specifications may require a ther- mostat having a maximum setting of 140°. This must be specified when ordering. In, keeping` with our policy of continuous product improvement we reserve the right to snake changes without prior notice. e INDUSTRIES, INC. Form STE 4/1183 "Double element heaters are wired so that only one element will cperate at any time. SANDHOG ELEMENTS (Opt;pnal) Why worry about elements being burned dry during in- stallation or sediment prob- ' leets? ' SANDHOG Sizing Chart Wattage Tank Capacity 1500.......... 6 gallon -120 gallon 3500.......... 30 gallon -120 gallon 4500..........10 gallon -120 gallon 5500.......... 30 gallon -120 gallon (Tall) • 30 gallon- 50 gallon (Lowboy) For models manufactured in Henderson, Nevada, add suffix H to model number. Example: PV-30-2RT1 H Ashland City, Tenn. 37015/Henderson, Nevada 89015 Printed in U.S.A. 1 ENGINEERING l .SURVEYING PLANNING 220 GRAND AVENUE OROVILLE, CA. 95965 (916) 533-2068 December 22, 1986 Mr. Jim Glander Assistant Director of Public Works County of Butte 7 County Center Drive Oroville, CA. 95965 Re: Compaction Test, All Metals, Ophir Road ' Dear Jim; Enclosed please find one (1) copy of compaction test results taken for All Metals, Ophir Road. . Results indicate -that the fill has.•been constructed in excess of 90% relative density. Sincerely, Ke neth C. Lenhardt, P.E. G.D.A. Engineering, Surveying & Planning i encl. KCL/dm 142-86 WILLIAM W. GEDDIS JOHN D. CHRISTOFFERSON KENNETH C. LENHARDT Nii1NEERING 220 GRAND AVENUE SURVIVING o Gn � OROVILLE, CA. 95965 PLANNING ` , (916) 5332068 ���L �� 9EN51 T Y TEs. T TEST nATE MODE / DEPTH ASTM n-2922 ASTM n-1557 % REL I- T/ vF -T/VE DENS l'fATER/AL / TEST LOCATION ;1O1S7 CONT. pr F wEr DENS P.C.F nRr DENS P.C. F oMAXJJRY AfD/ST DENS PC.F OPT MO15T !0 8 S 6E 2 .5W 06 eNEe. a ' f= /c.t_- -. 3 I ►� ��1j. I 7 il.2' 9a Nio LIj,eNE / ' Fla - -rd ' tv �ivr��. aiu P.p/JE d 5 6 � 7 8 9 1/0 !2 /3 /4 15 conttE#r CLIENT ALL 17��TALS PROJECT ✓OB NO. OPERATOR Y<_F_ N kFtV N)q e1�T . Gl) %-- 090. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 Ed Lazzareski All Metals, Inc. 3151 Richter Ave. Oroviile,, CA 95965 With reference to the above subject: / / Attached is: PHONE:(9I5)53$-75kh; DATE May 6, 1987 RE: Firewall 25' from property line A. P. # 36-27-56 Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. OTHER Please attach this to the aDDreved set of plans for the firewall being constructed. along 120 feet of South wall of building, Should you have any questions concerning the above, please contact this office. JFG/aj TJ Yours very truly, William Cheff Director of Public Works .F. Glander Chief Building Inspector f s i z t Retutr% to =DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT i $6,rr&11,,6�0 7 RECORpER'S OFFICE: Section 26-8.1 of the Butte County Code requires this acknowledgement 1986 NOV 21 be recorded prior to issuance of a building permit. AM 11: S 85-!41E07 RECORD -D AT RE The property described herein is adjacent to land or included �' i3Are S N OF within an area zoned for agricultural purposes, and residents of this --- property may be subject to inconveniences or discomfort arising from FES the use of agricultural chemicals, including, but not.limited to herbicides, peat cides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust] smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on Paq:a. adjacent property should be prepared.to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of -Butte, State of California, described as follows: SEE ATTACHED Date: November 21, 1986 PROPERTY OWNERS: Edward A. Lazzareschi Shirley J. Lazzareschi State of California ) On this the 21-st day of November , 19 86, before SS. me, the uAdersigned Notary Public, personally appeared County of . Butte /X / Personally known to me. / / Proved to me on the basis of satisfactory evidence. .to be the person(s) whose names) are subscribed to the within instrument and acknowledged that they executed the same for the purposes therein contained. WITNESS WHEREOF, I hereunto set my hand and official seal. JADE ANDOE 2' NOTARY PUBLIC -CALIFORNIA a Butte County is My Commission Expires July 11, 1989 ® Notary Public Present A. P. No. �o� 61- � r � � ♦1 Y 1 .� h • EXHIBIT "A" 6:. <l 85-14 s4 DO DESCRIPTION All that certain real property situate in the County of Butte, State of California, described as follows: Beginning at the Southwest corner of the Northeast quarter of the Northwest quarter of Section 32, Township 19 North, Range 4 East, M.D.B. & M., running thence Easterly along the Southerly line of the Northeast quarter of the Northwest quarter of said Section 32, a distance of 1310 feet to a point in the Westerly line of the Oroville-Palermo r' County Road; thence Northerly along the Westerly line of said Oroville-Palermo County Road a distance of 332.5 feet to a point at -the Northeast corner of the parcel of CI land heretofore conveyed to C. H. Spencer, et ux, by the Deed hereinafter mentioned, which point is . the point of beginning of the parcel of land herein described; thence continuing Northerly along the Westerly line of said Oroville-Palermo County Road, a distance of 332.5 feet to a point at the Southeast corner of that certain parcel of land heretofore conveyed to Frank L. Paige, by Deed dated December 290 1947 and recorded December 30, 1947 in Book 424 of Official Records, at page 388, records of Butte County, California; thence Westerly along the Southerly line of said Frank L. Paige land and parallel with the Southerly line of the Northeast quarter of the Northwest quarter of said Section 32 a distance of 1119.5 feet, more or less, to a point in the Easterly right of way line of the Southern Pacific Railroad; thence Southwesterly along the Easterly line of said Southern Pacific Railroad right of way a distance of 350.1 feet, more or less, to a point at the Northwest corner of that certain parcel of land heretofore conveyed to C. H. Spencer, et ux, by deed dated November 891947 records d recorded November 129 1947 in book 420 of Official Records, at page, Butte County, California; thence Easterly along the Northerly line of said C. H. Spencer, et ux land, and parallel with the Southerly line of the Northeast quarter of the Northwest quarter of said Section 32 a distance of 1223.5 feet, more or less, to the point of beginning of the parcel . of land herein described. EXCEPTING THEREFROM . that portion thereof described as follows: Beginning at a point where the North line of the South half of the Northeast quarter of the Northwest quarterof said Section 32, intersects the West line of Lincoln Boalievard; thence South 000 Olt 52" East along sabd West line, 67.24 feet; thence North 46 00, 02" West, 38.51 feet; thence South 88 59, 58" West, 1102.41 feet to the Easterly line of the Southern Pacific Railroad right *of way; thence along said Easterly line, North 17D 26' 43" East, 42.17 feet; thence North 88° 59, 58" East, 117.43 feet to the point of beginning. ®f ® r,T —. ------ -----_---------..-.—._-- STATE OF CALIFORNIA, ss. County of Butte On this 8th day of May in the year 1985 before me the undersigned a Notary Public, State of California, duly commissioned and sworn, personally appeared Teo la Brown personally known to me (or proved to me OFFICIAL SEAL on the basis of satisfactory evidence) to.be the person whose name is subscribed to the within ` instrument as the attorney in fact of Alex Brown D S' JOI IANSEN NOTARY PUBLIC CA IrORNL1 S^C!2AIAc?JTO COUNTYand acknowledged to me that -5—he subscribed the name _of J;u•L;'' Idy Cs1m. eres NOV 18, 1535 fAlex Biown thereto as principal _, and h Brown name as attorney in fact. IN WITNESS WHEREOF I have hereunto set my hand and affixed my olrcial seal in the County of Sacramento on the date document isonly ageneral form which may beproper for use insmpletrans- .set forth above in this certificate. actions and in no way acts, or is intended to act. as a substitute for the advice of an attorney. The publisher does not make any warranty, either express or implied. as to the tegai vandiy of any provision or the suitability of these forms in any specific Notary Public, State of California. aansactbn. Cowdery's Form No. 24—(Acknowledgment to Notary ip Or. VUvVj�A`Pl ?ye� � Public -Attorney in Fact) (C.C. Sec. 1181, 119'2.) ET'• My Commission Expires `�% Dat-D8 e. � A ,I B ii OE) 06 B 09 �. - Lam. - _ � � � - •�.� r� 0 rl C C C C i b e. � A ,I B ii OE) 06 B 09 �. - Lam. - _ � � � - •�.� r� 0 rl C C C C b b 5 REGlSTFN � �'' � yk S E,1by..`� y e G.�" Cr; � T � c.o n � � t�l O C,0 • b b 5 g � h n � � t�l ` F' ENGINEE RING 720 GR ANG AVENUE 'SURVEYINGGD GRGVILLE, CA. 95965 PLANNING (916) 5512068 fRswC7"�ol�/s P N rn,4/n� ..:. ... � �c-T6 •R6i .SIB �� �% K '� gK� � 1 � ��•- r TL, '8 •, �Z �c --� 2 $zo" 'CA, PIS P /eRS � pr �E,Q2iNG r /oo JIWfr�i�i sp,• �'sQ' • AIX. YaO T, 7 --5 x 15'O = //O9, % 02� , //UM Ll,5E '7'6 s C 293 d-51�, OC,57• �� H 1 FOOTING -1 .ISOLATED AND CONTINUOUS FOOTING.DESIGN PROGRAM COPYRIGHT 1994 BY DISCO—TECH, SANTA ROSA, CA. DATE: 11-12-86 JOB NUMBER: 08773b :> DESIGN TYPE: * SQUARE FOOTING SUPPORTING A METAL BASE COLUMN ALLOWABLE BEARING ON SOIL IN PSF......... 1,c►0cj DESIGN STRENGTH OF CONCRETE IN FSI....... 2,c_>GG ✓ DESIGN STRENGTH OF STEEL IN PSI.......... 20,000 DEAD.LOAD IN LBS. ........................ 7,000 LIVE LOAD IN LBS ......................... ' 41,000 LEAST DIMENSION OF COLUMN IN INCHES...... 12.00 LEAST DIMENSION OF METAL. PLATE IN INCHES. i0 18. 00, DESIGN FACTORS: MINIMUM WIDTH OF FOOTING IN'FEET.... 6.91 USER ENTERED WIDTH IN FEET......... 7.00 MINIMUM DEPTH FOR STEEL REINFORCEMENT BAR IN INCHES.. 6.5 USER ENTERED DEPTH IN INCHES ......................... 14.00 FINAL DESIGN RESULTS: WIDTH OF FOOTING IN FEET, ............. 7,00 AREA OF STEEL REQUIRED IN S(riUARE INCHES/FT... 0. DEPTH OF STEEL IPJ INCHES ..................... 14. OO ►h:.k :� '* :►�►t: p: : E:* END OF CALCULATION :b: ;� �::a: * k ?� �: �? * gyp: a4! �: .=.K• �!-?!'F�� �_. n" C •87 or "moi qj Vii. o� \ e P 3/ / TIE 70 ArvcNoe ZSiLT !SAGE JP[ O4TE pelf .�- 4 BA.0 lydA//T n/ill M�GNL�Ff7CT[O�IG��P �— "O -C. E:Irs/ 3� 7'S011��z�' o �o X La Biu Vl/ W f z '�',w,vo c vsvio�t/ 1107-461- U Sel ,►r iO 1 L c C'S' w CSA/ L EC 41 cn.vTwv vo��s "O -C. E:Irs/ 3� 7'S011��z�' o �o X La Biu Vl/ W f z '�',w,vo c vsvio�t/ 1107-461- U Sel ,►r iO 1 L c C'S' w CSA/ L EC 41 ENGINEERING 770 GRAND AVENUE 6URVE MING GD OROVILLE, CA. 95965 ' PLANNING (9 6) $517068 �onTir✓C� c ,i000 ZOOW44t AjezW 12ezV1,,)/ 3 A' 20 X 3 20x 3 x lh 2 81 �. �x FOOTING -1 x� ISOLATED AND CONTINUOUS FOOTING DESIGNpROGRAM COPYRIGHT 1984 BY DISCO -TECH, SANTA ROSA, CA. DATE: 11-12-i' JOB NUMBE - 0877-96 > DESIGN TYPE: * SQUARE FOOTING SUPPORTING A METAL BASE COLUMN * ALLOWABLE BEARING ON SOIL IN PSF.'....... 1,000 DESIGN STRENGTH OF CONCRETE IN PSI....... 29000 DESIGN STRENGTH OF STEEL IN PSI.......... 20,000 DEAD LOAD IN LBS.. .......... ,........... 1,500 LIVE LOAD IN LBS.'....~..,............,.. 5,000 LEAST DIMENSION OF COLUMN IN INCHES...... ' 8.00 LEAST DIMENSION OF METAL PLATE IN INCHES. 12.00 >-DESIGN FACTORS: MINIMUM WIDTH OF FOOTING IN FEET... 2.55 USER ENTERED WIDTH IN FEET........ MINIMUM DEPTH FOR STEEL REINFORCEMENT BAR IN INCHES.. 1.67 USER ENTERED DEPTH IN INCHES........`.............''. 14.00 >FINAL DESIGN RESULTS: WIDTH OF FOOTING IN FEET.............. 3.00 / AREA OF STEEL REQUIRED IN SQUARE INCHES/FT... 0'046 DEPTH OF STEEL IN INCHES'......'..'.......'.. 14.00 ******************** END OF CALCULATIONS ` . 77 � .-. �� 57,L / TAE 7o ANCN0e -2 7- Ad ro9 C7V PE.P ter. 4 SAf 1 VW 117 mill) j� Ma4NC/�/9CTL/���P e 1 �-7 co,:K 400,%iu EAC.vw.v y A• �3. C EVEL /AAq C47412CE //���O ' L ECS�'--S N/ 4 &Wl? ?/S C29397 0 e 8 7 Lg� t ENGINEERING310 GRANO AVENUE ` SURVEYING CD OROVILL F, CA. 95963 PLANNING 111 6) $ 33.3006 I IP O*- VI701r Wf -0-:5-A % X I X Oreo O.6v7J .) 1 X / 3v = 9 %L t -- 4Y 5E _s�/2��. A ��► A Al 4 Q = 250 w pst, tL=21d� L D = /�•-�'�C �oS DL = 3sIC ;8gwA/A) AaOaE. d 'civ �Wa = 2Sr.SrsF �j r% n. l C'Jk �v�ir •dab �����b 44C rL. 0- i o,97-0(0. LJ L T FOo IT 387 L9 7-, 0 " ENUE SURVEYI*G OROVILLE , CX. / PLARNI (916) 533.;�:596' ; LJ L T FOo IT 387 L9 7-, i \y S7 SIDE 81, t Le'r et— - C--9 Nk-ri 1-7 J M 0 nrp � �f •7 g - p ���-�',.A�,E-b O�1(.Y his �� jutJ l l�? tip NOilF, Jt -.j 'Y 76 - ������ C q ENGINEERING ' s�o 220 GRAND AVENUE 0 • SURVEYING W G , OROVILLE, CA, 9596: V NO PLANNING A (916) 533-2068 �FNHA ROS TO: Butte County Building Department • TRANSMITTAL DATE: June 22, 1987 JOB NO.: 087-86 SUBJECT. All Metals Plans ATTENTION: &o &-)Ir—/ 0,0td �_-It- _'�''l0,f tNL.LUJtU F-INU I Fit F•ULLUWINU: DATED DM HEREWITH [] UNDER SEPARATE COVER-VIA ......................................................................:....'.. I—, Tentative Record of Survey F-1 Parcel Map F --j Test Results Applications [] Check No. ....................................... Survey Plat [] Construction Drawing Q Title Report GDA.......... Client ....................... [] Description Q Reproducibles Q Environmental Review F-1 Prints [] Deeds Q Change Order No ....................... E] Title Docs. D Computations 0 Specifications 0 Site Survey Original[] ......_.....................................•-----................................--------•---•---................---------....................-------•----.................---------........------...----...........---------...........------......------................................. Other.................................................. ------------...............--------..............-----------................. C COPIES_ 2 sets DATED DESCRIPTION 1plans - 6 sheets each I t i FOR Q Your Approval D Signature Revision Checking Follow Up n Your Information Q Your Files 0 Per Your Request Recording F --i Other 1 Remarks Ken will come by and stamp when approved. Please call when done. Copy To: BY DM for Kenneth C. Lenhardt, P.E. IF THE ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE. • • �z 35 dp6R' A 0 • • APS' 3(o -a�- 5� 113•0 56) x70 3500 SF -- -- - -- — - _ --7G X 740 =-- /�000 sr- -- -- -- - -- — T '1 - -- - -- - IftZ MEP 166n4. _ ,mss �0 t -CZ494 - — - - �TiYI'E Z -Al 64419 - _ - - iNc.- - - _ - _---- -13AS IL ALL ouJ .-M-UM /ZVCO SF %34 ' /e0oo sr, C/�OAJJ 703 ' 2¢omo �6�db t - - - - — -- - �NoN_- CoBV 97I61E_ �iAl 5--LF�,/i�Ol�T� . _ �-/�� 01C c — SEPARA i10AI W11(. _l3E 260 f3EAP, CJ4 EXTE,P.loe a1,4U S L sou7'11 OF ENGINEERING • SURVEYING PLANNING June 11, 1987 Jin Glander Butte County Building Department 7 County Center Drive Oroville, CA 95965 RE: All Metals,"Ophir Road Dear Jim, 220 GRAND AVENUE OROVILLE, CA. 95965 (916) 533-2068 In compliance with your letter of January 3, 1.985, we submit the following for the referenced project. 1.) The front office, which is next to Ophir Road, is 3500 S.F., B-2 occupancy group.and Type.Ill N—ciRnstruction. Allowable area is 12000 S.F., we are proposing 3500,S.F. 2'.) The balance of the building is 20,250 S.F. in area, B-4 occupancy group and Type III.N construction. Because of location to property lines, a 50% increase in allowable area is allowed. The total allowable area is 27,000 S.F. 3:) Because of the two different occupancy groups, a one hour wall will be constructed between the office and the shop: 4.) The building is prefabricated metal building with all interior portion walls assembled using metal studs. 5.) Occupant load of the office is figured using an occupant load factor of 100 and an area of 3500 S.F. Total occupant load is 35. Occupant load of shop area is figured using an occupant load factor :.of 300. The occupant load of the shop areas are as follows: A.) 14,000 = 300 = 47 (large shop) B.) 2,000 300 = 7 (each rental shop) WILLIAM W. GEDDIS JOHN D. CHRISTOFFERSON KENNETH C. LENHARDT Two exits are -provided for the front office and the large shop. One`. exit each for the small shop areas. We do hope this assists you in the expedition of the approval for this project. Thank you for allowing us the opportunity. to comment. Sincerely, Kenneth C. Lenhardt, P.E. G.D.A. ENGINEERING, SURVEYING & PLANNING KCL/jm 087-86 CC: John Star All Metals MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE 7/85 Bldg. Permit # OWNER �L L /�?e6�i j�S A A. P P. # 3 'L A. GENERAL ,ok! Zoni uirements (sideyIrds, parking, special conditions, Planning approval).N/ 2. aluatio �'/ved�rdST.� 3y�. 7S ure by R.C.E. , Arch 3' ilding Designer. ;t/D/�X ed SE%' �+ Improvements and drainage - Land Dev. DPW; City of Chico; City of Biggs. �! Complete plot plan with dime asements, other buildings,.and other per- tinent data. o&P: See previous permits and plans in file for expired permits, change of use, violations, etc. moi! Flood hazard. B. OCCUPANCY REQUIREMENTS .A-"` Building use G(// Occupancy Class Building floor area " Total allowable floor area 4 Basic allowable floor area Basis for inc .r5�. Type of Construction .� _ sq. ft. Occupant Load - 80 (330�'gt .tbK�ts 2f s ft ft. r.e�oo '/ 3 Sim s "-.) Compliance witn occupancy group requirements (Chapters 6 - Occupancy separations (Sec. 503). Area separations (Sec_ SnS) - .JPR'- Attic separations (Sec. 3205). r Ventilation and special hazards requirements (Chapter 6zl2). �2 Fire extinguishing systems, 20 sq. ft. opening/50 linear ft. A"T. Fire alarm systems (09 Sections of Chapters 6=12). (Chapter 38). ,,Lw. Mechanical code requirements. (Grease hood w/fire sprinkler system - Chap. 20). -1'S. Health Dept. Plan Review - (1) Restaurant Act; (b) Commercial Pool. Smoke detection system. Fire Dept. Plan Review and/or Fire Marshal Plan Approval. Electrical Code Requirements (Pools or hazardous occ.) (Art. 680 & 500's). Physically handicapped requirements (State Law). C. TYPE OF CONSTRUCTION REQUIREMENTS .1� Fire retardant roof coverings (Sec. 3202). Parapet walls (Sec. 1709). Toilet room floors and walls (Sec. 510). S✓ Physically handicapped (per State Law). �J. Guardrails (Sec. 1711). Detailed types of construction requirements (Chapters 17-22). ii Proper roof pitch for roof covering (Chapter 32). Attic access and ventilation (Sec. 3205). _9— Roof drainage (Sec. 3207). �. Skylights (Chapters 34 & 52). Stages and platforms (Chapter 39). �2. Interior wall and ceiling finish (Chapter 42). ,: Fire resistive requirements (Chapter 43). MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE (CONT'D) 7/85 C. TYPE OF CONSTRUCTION REQUIREMENTS (CONT'D) �4'. Wall and ceiling coverings (Chapter 47). 15� Glass and glazing (Chapter 54). Human Impact (Sec. 5406). 16 Building Materials - Check: Grade, Species, Allowable Stresses, ext. or int. -- Example: (Glu -lam Beams w/cert. 24F ext. grade). ..,Foam plastics (Sec. 1712). D. STAIRS, EXITS, AND OCCUPANT LOADS General Exit Requirements (Sec. 3301 & 02) (Post occ. load, etc:). Number of exits, width and locations (Sec, 3303). L wh*c Doors (Sec. 3304). Corridors and exterior exit balconies (Sec. 3305). Stairways, rise and run, width, winders, and construction (Sec. 3306). ,B� Horizontal exit (Sec. 3308). Exit and smokeproof enclosures (Sec. 3309). r8: Exit signs and illumination (Sec. 3313 & 14). .% Aisles and seating (Sec. 3315 & 16). �A:. Exits for occupancy groups A-E (Sec. 3317 - 3321). E. ENGINEERING REGULATIONS, DESIGN; QUAL I•TY MA'TE'RLS , AND DETAILED REQUIREMENTS --k'..Complete plans sufficient'E "show ow d g is propo to be -constructed and to verify conformance.with Chapters 23-29. Plans must include.plot plan, floor plan, foundation plan, elevations, and complete structural details. Energy design, calcs, and necessary details (State Law) & compliance statement on plans. ' Veneer (Chapter 30). .:' Chimneys and fireplaces (Chapter 37). eo-l'— Plastics (Chapter 52). Excavation and grading (Chapter 70). /7• Continuous or Special Inspection (Sec. 305). .8! Factory or other certification. Soils or compaction data. Noise regulations. Footing reinf. Min. Two #4 bars (cont.). .W. Engineering Calc(s) should include: (A) Roof - Ceiling. (b) Floor - Ceiling. (c) Foundation. (d) Walls -- Large openings? (consider lateral). (e) Lateral: (1) Roof Diaphram. (2) Shear Walls. (3) Anchorage & Tie -Downs. (4) Connections thru-out. r (f) Retaining Walls. ENGINEERING SURVEYING PLANNING June 2, 1987 Jim Glander Butte County Building Department 7 County Center Drive Oroville, CA. 95965 Re: All Metals Building, Ophir�'Road. Dear Jim, 220 GRAND AVENUE OROVILLE, CA. 95965 (916) 533-2068 We are enclosing a.c_opy of the calculations done by Donald Tobler of Armco. As you remember, Mr. Tobler used a concrete value of 4300 psi in his calculations. Shown in red on the enclosed sheet are revised numbers using a value of 2000 psi for the concrete. -As you can see, Mr. Toblers solution is still sound. -We have also discussed with Mr. Lazzareschi the possibility of a con- nection to the "burned off" anchor bolts. .It has been decided to notch the base plate above the bolts. Then using E70 rods, build the weld up from the anchor bolts to the base plate and completely filling the cut in the base plate. This should be done by certified welders. Thank you for.-.g'iv-ing -u-s the opportunity to comment on the situation. C `�/C-L6�HR2Di. .- Tog[.�25 Act/4i✓ f}pEQp/�TE CW /?ff Z�mv�s/ 60016 e_eVisictif) GvCLD/N!, TD 514SC Pcrf-7E f�6tTs ,4DD 47RZ19:7_1041 iES , . /�&/ KCL/dm cc: Ed Lazzareschi Since -rely, Kenneth C. Lenhardt, P.E. G.D.A. ENGINEERIN & SURVEYING BUTTE COJNTY BUILDING DEPARTMENT WILLIAM W. GEDDIS JOHN D. CHRISTOFFERSON KENNETH C. LENHARDT s,t.Ft a Y W LA m Y m Z r v z D COUKi 1-�• OF - PUBL'C WORKS ANN 2 - 198 7 :rN.. SUBJECT: U S 1 I\.f G V '�-W E'S Po 2 ARMCO ARMCO ATLANTIC, INC. BUILDING ENGINEERING FRESNO, CA 93710 PrLLO%AJ AIM LE LaAD S Sage �o�kinq 1 -Q.6Qs a^e. 2 S'7, o � 4-6e. vl�►wa4op— 3 45 �\ . 4 � Rt�o�a,blQ pul( ovk = ,2S (I1,4os J AItoWable_ :51, = .2s(191zzx� o 9 67�� = WS - 3410 Alto11 At1o��klQ 'oars ^raj 60- ir,c.r-*c4/3 IV% �0" Iel L- 4.O �. L- I -o Got. M ✓I.S K 1� Pi3 M ayt; s h 4- u 6 4- - u se Z 6o Its p4.r 2:� Allo �.+aiol� P�tl o.a-� = Z'4/3' Na,n R�tld�„q std¢A,,�11 .E,+%d,.IdAl Co(-,"rl .K Put\ oak 9 t` K a"p s1, a.a' I ► y2K u64- IoN s A I lowc�l� pull ov-% _ 9 I 1 � wuJbl c. Sl�ca.r = .I i P° -W- column 9.4 4/3 _ & 1 4--Ic K 0.3 > 3 oK 12, &' > 4K oV- - 2 4.8 q K ok 38.4 > lty.LKo REFERENCE Ga.p ctc t � Q S K # K Ch1��11 wIvtc V -- INIT: DATE: PAGE: ��'�K� ;AVN jr2,"° J OCC -I GJIwt- i 11 I'WIlp la�� 2O ' - �� 2�0 00 vjd \_ If your construction is completed or should you have any questions concerning this matter, please contact the office. For your convenience, we are enclosing a renewal application form and an owner - builder form to be c Qmpleted and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. Thank you for your prompt attention concerning this matter. JFG:aj Attachments: Permit Application owner -Builder Information owner -Builder Verification cc: Building Inspector - Yours very truly, William Cheff Director of Public Works c'. Glander \, Chief Building Inspector Chico - 196 Memorial Way/891-2751 Paradise - 747 Elliott Rd./872-2961, Ext. 57 • d� 20I lel 9 --------------- ` � � � ice, . v— •�.- c�.e. -€� -.. -f-�, r f/ RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY FORM Owner o 10 13 E&I Climate Zone Permit No. — Floor Area 3 �00 Compliance path: Package ❑ A ❑ B ❑ C oint System ❑ Budget ❑ Other MIN R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION: & Roof/Ceiling W Wall L' ❑ Slab Floor Perimeter Raised Floor (2) INFILTRATION: ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16. �- (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled. (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. Tight - the above standard features plus: ❑ (D) Continuous infiltration barrier ❑ (E) Electrical outlet plate gasket. ❑ (F) Air-to-air heat exchanger (3) GLAZING: (A) Location Area Glazing %,Floor Area Single Double Triple Total Bldg lb ��•a� �J North , -Iq �' _ East %jV C _ L t �/ / I r i YV r;,�"- v �.pe '.� ��.. `,14. -.n s i. �' w' ... ..-q. � ., ,, .._... ,� �' ./ A i ♦,. _ . .). 411' .. i.' rM ,, y(. ,.. ..... .'. ?.,... � h„� �a'�'.? rl414, TV. 1. ,'I � I.., ." ,.,�,A� ­.,­',)"-,-Tjr,;k, " ��A,! I .411 �', ti." 11 ,?WW%,'i.,-*N ., , - I -1 " , � I. V `4 - 4p;`140. "A I# ­. �, ot., 9 .. 1% - -.1 "., - , ! VP� , '41 - , , -7 'I'l . I'll �'! ,- � 1, 097 �-W' I I .11 I . " " ' I �" ',�... .,,:, ?;�,,'�,��"',; J'�, I �� � . � . .�. ? � I I I ._",_�.; Is -t " � *�4 ;I-, � :1, 4: . , -4� . ". , .. 'o� 1. , � .1 I ' - 7 ' , , - - ,�, - 11 f�� I '� 10 I I , ,::; :: , , , 7 � 4 , ., " , - o:.I� :,;i,: " . � , :.' , ` . K . ... - wr ; I , . , I- 1 I I 1�1 - - - I , , � , I", - I . 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