Loading...
HomeMy WebLinkAbout039-480-007• �IIr � _� E . 1' _ � � r . r ... '" .. _ � � r ,. - � h . � .. - ;, .. 1 - . ♦. •, � ; 1 •- y FEENEY ENGINEERING. ROBERT J. FEENEY, CIVEL ENGINEER 389-C CONNORS COURT CHICO, CA 95929 Telephone (530) 899-0409 t Fax (530) 899-0943 A0 6/13/01 n ,� TO: Philo Hunt County of Butte Building Department --RE:_Sanchez-.Building Permittluniber Q0-1.3 D revision_approved by you 5/30/0.1)_ _ Philo: I personally installed the four threaded rods specified in the above revision. The materials, minimum embedments, and minimum edge distances are all as specified. The location of the rods was changed to the inside of the panels but this had no effect on the parameters. The holes in which the rods were embedded were dry and free of dust. Sincerely, Paul Krohn.ION �,\Je® 10 BU.T.TEG p\SNS pN By\\.0\N t (2��%v �q, 1Vic NOTES RESIDENTIAL PERMIT NO. 1039-48-0-007 00-1330 SANCHEZ; JOSE-"'�` 1452 POMONA LANE, CHICO CONTR:.OWNER DETACHED GARAGE fl SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY /= OK 5. 0 = Not OK Pool Structure; Steel -Connections -Thickness Dead Men -Lining - = Not Applicable MOBILE HOMES = Not Ready I 5. Date MDBILE HOME UTILITIES (Plans) OK except #'s Elec.; Enclosures; Conduit Entries -Terminals -Listed 1. Zoning Requirements -Setbacks -Easements Utility Clearance 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water: Location -Test -Easement Needed (Sketch) MISCELLANEOUS Date DECKS, COVVM, CARPORTS GARAGES (Plans) OK except #'s ng Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors iric g.; Sills-Anchors-Studs-Rftrs-Trusses idi g; Nailing -Veneer -Stucco -Mesh 10 of; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date 3 ;LZ - el Card B-113 Date Card B-1 Date „ �nj� p� Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG I 5. 7. Well Clearance & Disconnect Elec.; Enclosures; Conduit Entries -Terminals -Listed 8. Utility Clearance 8. 1 Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVVM, CARPORTS GARAGES (Plans) OK except #'s ng Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors iric g.; Sills-Anchors-Studs-Rftrs-Trusses idi g; Nailing -Veneer -Stucco -Mesh 10 of; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date 3 ;LZ - el Card B-113 Date Card B-1 Date „ �nj� p� Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI I 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. 1 Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready FRAMING (Continued) ` RESIDENTIAL (; Date 47. Underfloor (Plans) OK except #'s 48. 1. Zoning -Setbacks -Easements -Flood -Slope Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 51. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Property Line Firewall & Openings 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 54. 5. Stemwalls, Main; Steel-Blockouts-Wrapped Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 6. Stemwalls, Garage; Steel- 8lockouts-Wrapped 57. 6a. Hold Downs and Special Anchors Glazing Area -Glass Protection -Skylights -Plastic 7. Slab, Steel -Wrapped 60. 8. Piers -Fireplace Ftg.-Steel Insulation -Walls -Ceilings 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Tes. 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 79. Insulation -Foam -Looked in Attic Date 80. Card B-1 Date Card B-1 Date 81. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 88. Ventilation Throughout House Date 89. Card B-1 Date Card B-1 Date 90. Card B-1 Date Card B-1 Date 91. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. Date 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At Comments at Final: 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes Q No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) ` 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rhr. Ties- Purl in- Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive ❑ Yes 0 No/Walks p Yes p No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important; Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION ` For Insurance Company Use:: BUILDING OWNER'S NAME Policy.Number: BUILDING STREET XbORESS (including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company:NAIC'Number. LA, fJ c CRY STAIE qr Pf CODE ( ##° - 4W - ##.#F or ##.#q###°) 1-1 NAD 1927 I—I NAD 1983 LI USGS Quad Map LI Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 6 COMMUNITY NUMBER B2. COUNTY NAME 83. STATE 84. MAP AND PANEL B5. SUFFIX 86. FIRM INDEX I B7. FIRM PANEL B8. FLOOD 89. BASE FLOOD ELEVATION(S) NUMBER I DATEEFFECTIVE/F2EVISED 1 DATE ZONE(S) (Zone AO, use depth pth of flooding) o(o 013 K C u v- 6 a� n B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. [-j FIS Profile 14 FIRM Community Determined L—) Other (Describe): 811. Indicate the elevation datum used for the BFE in 89: X NGVD 1929 �_J NAVD 1988 I__) Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBIS) area or Otherwise Protected Area (OPA)? 1__I Yes J4 No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: >QConstruction Drawings' I_IBuilding Under Construction' j_IFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number t (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, ARIAH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, 14 document the atom conversion. Datum (a�l ConversioNComments (4(wo Elevation reference mark used (?, /lA 4 tFD 6oes the eleyaMeferei foe mark used appear on the FIRM? j Yes XI No ❑ a) Top of bottom floor (including basement or enclosure) fL(m) o O Q� S/Oh9 ❑ b) Top of next higher floor — fl(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) fL(m) $ ❑ d) Attached garage (top of slab) — ( ) E ❑ e) Lowest elevation of machinery and/or equipment m o _? p, 9 2 m rri servicing the building 1(m) 2a , l ❑ f) Lowest adjacent grade (LAG) ft(m) m o ❑ g) Highest adjacent grade (HAG) tL(m) 2 �9 CIVIL \Q' ❑ h) No. of permanent openings. (flood vents) within 1 R above adjacent grade ❑ .11 Total area of all permanent openings (flood vents) in C3h sq. in. (sq. cm) CAL1E SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I cer* that the information in Sections A, B. and C on this certificate represents my best efforts to interpret the data available: I understand'that anv false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFI! �= TITLE Tt Q.T tee n�Q_N� COMPANY © NAME 7 ftjet_ � ST E/ZIP CODEADDRESS CQ CRYCrf co A.yt SIGNATURE DATE_ r � � 7 ;:$=UA ;:,m Al Z1 AI Ir: OQ CFF /FRCP Cir1F F(1R r NT1A.'1,J T1(1N RFPI Ar:Fq At 1 PRFVIr111.0 F=nM(•)KLq IMPORTANT: In these spaces, cop BUILDING qT.BEET ADOP.ESS (Including the corresponding information from Section A. Bldg. No.) OR P.P. ROUTE AND ' For. Insurance Company Use: CITY 9TE C1 J( ZI DE I Company NAIL Number ch(cc) h(Lc) I SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. 1_1 Check here if attachments �C SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E3. K the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be Completed. E1. Building Diagram Number —L_ (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is ISI fQm) IQI4lin.(crm) I--.1 above or below (check one) the highest adjacent grade. E3. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitys floodplain management ordinance? NYes 1_1 No 1_1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or communitymissued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESSi 5 ; L�� CITY 1 r „ STATE ZIP CODE 95.9 a � SIGNATURE 1 j DATE \�IUIU `v� TELEPHONE 5,R v - 3 �I a- 3q, &,4 �C a —I Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A. B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. Lj The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. �-1 A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community -issued BFE) or Zone AO. G3. L--1 The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT Lei-] `l E611 ISSUED 1 G7. This permithas been issued for. l_l New Construction 1_1 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FF41A Ffvm R1 41 Al Or. QQ RFPI ArFC Al I Ppiz-vi ll IC F-niTinmq COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA * (530) 891-2751 .' 7 County Center Drive * Oroville, CA * (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. .' A routine inspection indicates that the following violations of butte county Ordinances exist at the yn above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. IV t- 44 yn 17J' IV -.4 -2� 4 '91 Date -9/ Inspector REV 10/92 ' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street a Chico, CA • (530) 891-2751 7 County.Center Drive • Oroville, CA • (530) 538-7541 R� CORRECTION NOTICE 5,1 A -la o o - /3 3o OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the �.' above address and should be corrected. Please notice this office when correction of work is ^` completed. If you have any questions pertaining to this matter, or need additional explanation, lease contact this office immediately. /✓? lfe C> o4 a A f2 4- w v D 10 OLO ->L�.U•r�l .2 �i ac/ GJO�rj� .� r-, �t r Date b Inspector REV 10/92 COU Y OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 06unty Center Drive • Orovilre, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/Q6)` APPLICATION AND PERMIT 400 ASSESSOR PARCEL NUMBER 039-480-007 ZONING A to BUILDING PERMIT OWNER JOSE SANCHE TELEPHONE SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS QWNFR 880 1155,80 -on CONTRACTORS NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ wm nn ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 171-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS SAME 15452 POMONA LN Energy Plan Checking Fee $ $ PERMIT FEE $ 302.1 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DETACHED GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI Wl @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Feel 20.00 Main Service eo.A OR LESS 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors . to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Mein Service 200A TO 1000A 46,00NEW CONST. DWELLING OCCUR OR ADDNS. ( 6 ACC. BUDS. 3.5QSOs,. 30.80 Nt:W UNST.SID. MULTI.OUTLET NON -R97,50 POWER APPARATUS & SINGLE OUTLET CIR. EX. OCCU OUTLET OR FDRUREs BAS @': o Ex. Occup. OurrFIXED s(RESID.oEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 50.80 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating —Cooling Hood 6.50 Ventilation _ PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. / n X Date (� ;2-ayG_ Si ature of Ap licent - Owner EMontractor ❑ Agent A OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ TOTAL FEE $ 352 .95 jCONS1TYPE S IMP FLOOD COF PARCEL Po ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. y By / Dat I PERMIT EXPIRES ON G � O Det ReceiptNo. 294829/$352.95 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1 ,.. COUI`'�Y OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ,. County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. Q(Rev.12/g6) �'� APPLICATION AND PERMIT eo -lid $ ASSESSOR PARCEL NUMBER ZONING lO l BUILDING PERMIT /. l Filing Fee 20.00 OWNER /._-. S 4_ S I V TELEPHONE �/ SO Fj', OCC. BUILDING VALUATION OWNERS MAILINGIAD,DaESSy V I/ V f /V C -#/CU GG✓✓--.. Water piping 15.00 QCONTRACTOR'S "//``ETTL/ T� 15.00 CONTRACTOR'S MAILING ADDRESS 15.00 Mobile Home I S I G I W CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 7 Plan CheckingFee $ BLIILowGAooREss -f5 m7 �r Energy Plan Checking Fee $ LOT NO. I SUBDIVISIONS NAME PARCEL MAP USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK New ❑ Addition ❑ R el ❑ Utilities ❑ I Installation ❑ Other 0 Describe Work: EX. OCCU OUTLET OR FIXTURES $ PERMIT FEE S 3d PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 EX. OCCU OUTLET OR FIXTURES PERMIT FEE $ EX. OCCU FIXED APPLNS. OR ouTltTs RESID. EA ELECTRICAL PERMIT Fling Feel 20.00 Main Service eoOV OR LESS 2a0A OR LESS 23.00 Main Service 200A TO 1000A 46.00 , NEW'CONST. OR, DONS. DWELLING OCCUP. 6 ACC. S. 3,5QS0. FT. NEW CONST. NO"ESID. ( MULTI•ou%er BRANCH CIRCUrm ) @7.50 EX. OCCU OUTLET OR FIXTURES W 1'50 BA20L w EX. OCCU FIXED APPLNS. OR ouTltTs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S U, e MECHANICAL PERMIT Fling Fee I 20.00 Hood , 1 1 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOT L FEE $ O( l HA2• I D. FEES It ItAl"A OA00Q, I COF PD I HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. g By X51 L PERMIT EXPIRES ON Date •. :� s a � - t / I � Attention Property Owner: ' Ari` "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. I personally plan to provide the major labor and materials for construction of the proposed property improvement : YES[ ] NO I HAVE[ ] HAVE NOT[ ]signed an: application for a Ybuilding permit for the Proposed work.... 3. I have contracted with. the following person (firm): to ` provide__ the proposed construction: NAME: ADDRESS:... CITY:.._...-.:: PHONE: CONTRACTOR'S. LICENSE NO - 4.""1 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: CONTRAC'TOR'S LICENSE NO. 5:.I will provide some of the work but I have contracted (hired) the followipS felsons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: • ism:=�::...'�• u --DATE: 6- I-�— �- 000 NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. May 1995 2.26 Dear Property Owner: _ An.'application for a building permit has been submitted. your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. if you plan to do your own work the exception of various trades that you plan to subcontract, you should be awaie of the following ' tion for ur benefit and protection: 0 If you employ or 'the. engage any pe other than your immediate family, and the work (including materials and other ) is 5300 or mo for the entire project, and such persons are not licensed as contractors or subcontra ' rs, an employer. 0 . If you are an employer, you ra—m— register with the State and Federal Governments as an employer and you. are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance; disability.insurance costs, and unemployment'compensation contributions. 0 There may be financial risks* for"you if you do not. carry out these obligations,4and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the V.S.- Small Business Administration). For more specific information about your . obligations under State Law; contact the Department of Benefit Payments and the Division of Industrial] Accidents. If the stricture is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE:- This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 2.27 aR Tl�,s4`�-�`�,�`y`�'� ✓^;;.rt {r"#,�r'4*s`......�r�r»Fvi.--'�a�'Y<"`"'�?i.',4""" rY`R�rr�`"'1+..:7`�'iS�,�'+�'""t�^�I:�.:iiYy;-''�%,,,�,^(t'.. «�n..A.r...�"`"- r. -. , YF.� r.�',..,r COIjNT F;BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: SA -4-1 S Z_ ASSESSOR PARCEL ER: rL� 0 l Proposed Building Use: Co lQ.C.�- � Building Inspector: Date: -- / 3 - © 0 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 1 All items have been submitted ----------------------------------------------------------------------- 7-------------- . Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 1 . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- . Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- 115.. ------- ❑5.. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. --------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ----------------------------------------- wr------ El -----❑ 8. Hazardous Material Form. ---------------------------------------------------------------------------------- ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications. ---------- P10. Fees of $ ---------------------------------------------------------------------------- .❑ 11. Impact fees as shown on the attached schedule.--------------------------------------------------------- 1112. -------------------------------------------------------- ❑12. California Department of Forestry plan approval/fees. --------------------------------------------------------- filFlood elevation certificate. -----------------L--------------------- - - co Sanitation and plot plan approval /C OHealth Department. ------------------------------------------- City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: f (B) Parking: -------------------------- VF Lte 18. Contact Land Development about Improvements, ❑ Drainage, 9Lxgal Parcel. ----------------------- E] -19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required. Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 13) - -------------------------------------- ❑ 24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑�ecorded copy of Agricultural Acknowledgment Statement. ------------------------------------ ------------- Letter of intent on building use. -----� �����- ----- ---I----��«C------- --- f0f P- ---- 027. Manufactured Home utility clearance. --------- Q!A------- ---------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: -------- Mlephone!Wr n you issr ss as follows ❑ Mail to owner, ❑M il�to contractor. r' l and hold for pickup at C t+ (G O office. C1 Deliver with inspector. �Ta uc T //d �/UO Applicant: Date: X43, .9c, a Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ AdPollution Date: By: Copy of plans sent❑ Health Department, ❑ Fire Department, ❑ Othe Date: By: V. 1. Index permit application for the above items numbered: - ❑ Plan Check List 2. Additional items required: Contractor, design caner, as advised of the above required data by ❑ phone,�tnail, ❑ Buildmg Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above da�a by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: &6, Date: 111b100 Plans approved by: Aw Date: J 0 '?5 Sets of plans on hold inIan Cabinet, ❑ A.P. fol er. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. E—.H—USE ONLY- Plot Plan Attachad Y Floor Plan A chad F 06Sant to B.G. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP#. Plan Approved for: Sewage Disposal Water Supply: Public -- Private Well Clearance for *kaeUh*q—Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 AA Date SQncheZ 03 �° y ALL STRUCTURES AND EQUIPMENT INCLUDING OVEAHANQS SMALL BE CLEAR OF ALL EASEMENTS. 3d ^ A SETBACK OF (0 FT. FROM THE SIDE AND l 0 FT. FROM THE REAR PROPERTY LINES AND Sa FT. FROM THE ROAD CENTERLINE SHALL BE CLEAR OF STRUCTURES AND EQUIPMENT EXCEPT y FOR A Z FT. EAVE OVERHANG. Axobile None J APPROVED Butte county Environmental Heath i nature Mc M T �a COUNTY' BUILDING � APPROVED- 00-13-300 �LE COPY Itio7i Grata OAA r-', n r CJ:7A MiPt- Ti�U-T I --o -e"IAHRIVO WAS .1 -,:g A ;4�>l I FEENEY ENGINEERING ROBERT J. FEENEY, CIVIL ENGINEER 389-C CONNORS COURT CHICO, CA 95929 Telephone (530) 899-0409 Fax (530) 899-0943 5/22/01 RECEIVE® TO: Philo Hunt MAY 2 `5 2001 County of Butte BUTTE COUNTY Building Department BUILDING DIVISION RE: Sanchez- Building Permit Number 00-1330 Philo: '39 - —d In my last submittal, I mistakenly had the holdowns fastened to the flats of the rib panels on the outside; in accordance with my plan, the anchor bolts were placed on the outside. Come to find out that I was mistaken and the flat part is on the inside. My solution is to drill holes in the concrete and embed 5/8" threaded rod in Simpson SET epoxy; the enclosed revision (page 3 of the original calcs) to the calculations and a revised foundation sheet show this. I intend to go to the site and perform this work myself and will provide you with a letter of inspection. If you have any questions, please call me. Sincerely, PC44.0,kA.0� Paul Krohn enclosed: two copies each of revised page 3 two copies of the revised foundation sheet V � r l l� . � 1 � ��'�- S Al � �l. ti� �' �1/ r'�� �"e�� A. � �K �/�('► M �1 mar/moo' Od-��18 G August 30, 2000 Jose Sanchez 452 Pomona Lane Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Re: Building Permit Number: 00-1330 Assessor's Parcel Number: 039-480-007 Dear Mr. Sanchez: This office has performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: f lJ Comply with foundation requirements of U.B.C. Section 1806. 12" minimum footing depth is required. Provide lateral analysis using a design wind speed of 75 mph. The calculations provided for this structure are based on a 70 mph wind,speed. If the ends of the carport are to be open then the U.B.C. design provisions required for a partially enclosed structure must be used. f� The plans indicate that 3500 psi concrete is to be installed. Section 1701 of the U.B.C. - requires special inspection for placement of concrete with compressive strength in excess of 2500 psi. The Butte County Building Division must approve the inspector. Revise the plans to reflect 2500 psi concrete or provide this office with the name and resume of the special inspector that you intend to use. dv 4 Indicate on the plans how the carport will be anchored to the foundation. The structure must be designed and built to resist the sliding and overturning effects caused by the lateral forces specified in the U.B.C. Provide complete plans and details showing all construction materials and methods of � construction. Include framing members, siding and roofing materials and means of Y` attachment. 0 Provide a FEMA flood elevation certificate prepared by a qualified professional. — LOST F:oVrz. M vs r 1%� -e� !'A(Al lova 1co j;2 1L-odzo f:iwYz )== vv Plan check will continue upon receipt of the above items and those items listed in the letter sent rfi*(I to you from Glenn Gibbons on June 29, 2000. Additional items may be required when plan No7t� check is resumed. If you wish to discuss any requirements, you may contact Glenn or me at MTS (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. OPV 62,61/. Sincerely, c�'r/F 4-LGo Gv icoi/Z EiK6 e �. Philo Hunt, P. E. Plan Check Engineer /.4r cc: Robert Feeney, Civil Engineer C Sw� IVG SIZE - oo�l rpt= I�o�,2 S Apdp w IV 0 o wl Te ( At Tr4 LL� v\// �� t /�►' v� n�i rs o� U ve-, C l += G-ry 6 t lvc� e'A U f T Ca 13ut �r�tN S � w � N'� � ✓zc.z S --7Vc( S tn-tx- Tv Wk�7 , Polo v ( 0 G. USIn► (— pk )p no v srn o cl y r f' CD N S 1�-u c n° Ste' w w �1 Rptnt)niC>. AACEMpaEI-1,rz-r P ✓%�t�'I L -S � N G Sj Y2 (N r— 1 N G NISI � c P�-A-yv�I N ►� ► C�4- S -T I4 ft -r 3 So b 1%S l C o N L vLk-7 � S)od\J T::� V�- Cetc k'-AA)=-'f\J oF-- C-0Ilk w �o Nl ►2�c i S`n'i.E�-rt� I �jCC�7s c>F 2-!;700 P s I . Pa, v i ✓�� t L U v> �cs��ss� wl LYNN Sff-e-- wtL,-- PyLo v (k2 `� TC+` &-J2 C� Nl � v FA-r- rz �, J ICBG Seminars - Wood Sures II Page 3 of 3 Chapter 1CB0 For more Information or to register by telephone, please'call ICBO at 1-800-423-6587. Online registration Is now available for ICBO sponsored seminars. Designed for 4.0 browsers and above Home Code. Talk[Building Standards.. Online Calendar Chat_Room 00[General Information] [Product Store) (Quick_Index] (Related, Sites] [1NelcomeJ [What's New] [ICBO ESJ [ICC] [IFCI] [Search] [Member Info] [ICBO Certification] [Seminars] [Contact Us] , 0 1999 ICBG W http://ww... /showseminar.w?meeting=920&mtguid=290&statelnfo=adkDXdiahldbwokd34281 12/30/99 t June 29, 2000 Jose Sanchez 1452 Pomona Lane Chico, CA. 95928 z Department of Develo �41ent Services P P Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 039-480-007 Building Permit Number: 00-1330 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. The enclosed "Owner's Statement of Use — Detached Accessory Building" form will need to be completed and returned prior to the issuance of the building permit. 2. Provide a FEMA Flood Elevation Certificate prepared by a qualified professional. 3. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 4. Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance. 5. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addresses in separate correspondence. PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. 1 of 2 Sincerely, Glenn Gibbons Plans Examiner 2 of 2 FEENEY ENGINEERING ROBERT J. FEENEY, CIVEL ENGINEER 389-C CONNORS COURT CHICO, CA 95929 Telephone (530) 899-0409 Fax(530)899-0943 11/2/00 TO: Philo Hunt' F.. County of Butte Building Department RE: Sanchez- Building Permit Number 00-1330 Philo: Thanks for finding my error. The HD8As have been changed to HD5As, with SSTB 16 anchors. Sincerely, k4a Paul Krohn enclosed: two copies of revised page 3 two copies of the revised sheet 1 039-48-0-007 00-1330 SANCHEZ, JOSE 1452 POMONA LANF,,CHICO CONTR: OWNER •DETACHED GARAGE 039-48-0-007 00-1330 SANCHEZ, JOSE 1452 POMONA LANE, CHICO CONTR: OWNER ' DETACHED GARAGE COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING APN: \ ONE: IBUILDING PMT. #` OWNER: _��0��-QGY�2� PHONE: V - MAI SITEADDRESS: eco ,a59-00 PROPOSED USE: eC )'1 Ye.O i z �90 td-1ft Q PLEASE ANSWER QUESTIONS 1-20: PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) GENERAL INFORMATION: , 1. Is there a primary dwelling on the property? 2. Is the structure already built, under construction, or under notice of code violation? 3. Will items produced in this building be offered for sale? 4. .Will the public have access to this building? 5. Will any advertising, on or off site, be associated with the use of this building? 6. Will this building be occupied at any time as a sleeping quarters? 7. Will this building be occupied at any time as an eating area? 8. Will this building be occupied at any time as a cooking area? 9. Will this building be occupied at any time as a living area? SITE CONDITIONS: 10. Is the structure foundation within T of septic tank or 10' of leach lines? Yes: No: V 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: 12. Do you plan to add a driveway or modify e:asting access to a county maintained road? Yes: No: 13. Will the proposed structure encroach within any recorded easement? Yes: No: F - Yes: V No: , Yes: No: I✓ Yes: No: Yes: No: I/ Yes:. No: L/ Yes: No: C/ Yes: No: (/ Yes: No: !/ Yes: No: L/ 10. Is the structure foundation within T of septic tank or 10' of leach lines? Yes: No: V 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: 12. Do you plan to add a driveway or modify e:asting access to a county maintained road? Yes: No: 13. Will the proposed structure encroach within any recorded easement? Yes: No: F - , CONSTRUCTION FEATURES: / 14. Will this building have insulated floor; walls, or ceiling? Yes: No: V 15. Will this building be heated or cooled? Yes: No: L/ 16. Will this building have a water closetttoilet? Yes: No: !/ 17. Will this building have a sink? Yes: No: X18. Will this building have a water heater? Yes: No: 19. What type of floor covering will the building have? 20. What type of wall covering will the building,have? S'�P� or NAL INFORMATION: 1 4--7 -F -i e- 1,4 I hearby affirm under penally of perjury the above infromation is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when offered for sale. 6- 114 1-34 O ER'S SIGIVATU E DATE "OE GtVATUR DATE FOR DEPARTMENTAL USE REVIEWED BY: DATE: COMMENTS: Jose SancG� eZ 1y5� Pomona�n ��icv «9h�9a8" 039, YFO, 007,000 MoW e tom e �omoi7cc Jvse Sa-ncl�e2 1y5'2 1190mvaca Ln GhiCv CA 9'6'925' 7.6 .7q 0 3 qFo- 0 07- 0 0 0 l Is M L G6 Q (Q q V O �� m. L0 b t 9 ti q Q Q m m m -, M m O N 't7 h to D err b a Ar 4 • . M H� C r*b m b ti � m 0 m a nm �Ar Q t �g smAt m�� O O AF z h .pm i h h ~ c rt HS a '�s ti h 0 4 00 bb m I oM o b0 h. n o h %t o M btv �M b O O h ti A y H. JV O h0 �� Q 4^T.l'�lCYYi'P'.a%iTGv.} Y wW .'.'"S•"'^T' W'nV=' { b O fir+ hM E.H. USE ONLY Mh Q g % I Plot Plan Attached L_., m '` floor Plan Ashod f/ Q C ` Sant to B.D.��' � h t o O h BuildinkDepartment o OM: Environmental Health O Q SUBJECT: Sanitation Clearance �wyeti24 ZI �Ikt, C`r�i� r�3—&2�2 - oo Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public --- Private Well Clearance for 4wzUiwg--Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 A,tobide Name Fr on f' ya-r� APPROVED Butte County Environmental Health �91.lm - Signature Lt� MCI O APPROVED Butte County Environmental Health . COP ---r_AM!=ure� . fl, FEENEY ENGINEERING. � ROBERT J. FEENEY, CIVIL ENGIC 00 r. 389-C CONNORS COURT CHICO, CA 95920 D � Telephone (530) 899-0409��C DI�1g10 4 Fax (530) 899-0943 $ 91y, 10/1/00 TO: Philo Hunt County of Butte Building Department RE: Sanchez- Building Permit Number 00-1330 12111103 Regarding your phone conversation with Bob on the 31`h, I have addressed three issues. 1. ', On page 3, the wind overturning force in the transverse direction has been increased to reflect a wind overturning factor of safety of 1.5. This is not necessary in the longitudinal direction as the ratio of height to width is less than 0.5. 2. Endwall openings for flooding are calculated and specified on page 7. 3. Revised elevation certificates are enclosed. If any further changes are required, please call me. Sincerely, Paul Krohn enclosed: two copies each of revised page 3 and new page 7 two copies of the revised elevation certificate n If IL PLAN REVIEW RESPONSE FORM In order to expedite the'review of your plans, please complete the following information and return this form with your re-submittaL If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response." Please indicate your response to each item and the location where the information can be found on the plans/calcs. _ ATTArH THTC FARM TA A rnDv ACvr%sio m AM nCUTCUw I erren AMn nWnInM wrraa no%"& -0M Am— OWNERS NAME DATE:::•. ASSESSORS PARCEL NUMBER PERMIT NUMBER 007 -- 4al al RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSlCALCS: COMMENTS: ". PLAN CHECK ITEM # RESPONSE BY: Q - 5-Q �hCC 7— LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: M -6- PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: CHECK ITEM # NTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # I RESPONSE BY: I LOCATION ON PLANS/CALCS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: ILOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: J-0S,SahCLi e2 _.lg6g 19""019a Ln Poir,onQ Ln 03 .xo b►l.e 14 -DM P Ar!'i U.S. BUILDIN STANDARD CALCULATIONS BUILDING MODEL -- A •A - 20 -12 BUILDING .CODE UBC / 97 355 INDUSTRIAL PARK DRIVE, BOONE, NC 28607 USA. 1-800-813-4277 GS O'e�OFESSyO� Q� .JV�'R P• N ql co zj ul �t C2_ EXF'. \ N� US BUILDINGS CALCULATIONS BUILDING MODEL A 20-12 WIDTH = 20.17 ft HEIGHT = 12.06 ft C. NANGIA P.E. ARCH PANEL PROPERTIES E = 29,500.00 Fy = 50.00 G = 11,200.00 U = 0.3 e = 6.5 DESIGN CODE: DESIGN CRITERIA: DESIGN SPECS: ksi ksi ksi /F'1.0E+6 UNIFORM BUILDING CODE 1997 � VERTICAL: LIVE LOAD 20 psf Pd M O -, 100 HORIZONTAL: WIND LOA 70 PH Ca" S pl, EXPOSURE "C" SEISMIC ZON 4 SOIL BEARING: BELOW GRADE ? CONCRETE: F'c = 2500 psi @ 28 days 11Z REINF. STEEL: ASTM A615 GRADE 40 Fy =40 ksi WELDED WIRE: ASTM A185 Fy = 65 ksi V STEEL ARCH: ASTM A792 Fy = 50 ksi BOLTS: ASTM A307 ANCHOR BOLTS: ASTM A307 or A36 EXPANSION BOLTS: ITW / READ HEAD 1 EFFECTIVE SECTION PROPERTIES ARCH PANEL GAUGE Ix -1 SX -1 Ax -1 Ix -2 Sx-2 Ax -2 in in in in4 in3 in2 22 0.03" 4.51 0.83 0.58 3.01 0.56 0.52 20 0.04" 6.30 1.20 0.77 4.25 0.83 0.70 18 0.05" 10.00 2.01 1.15 6.93 1.44 1.07 16(0.06") 14.22 2.98 1.59 10.14 2.24 1.52 14 (0.075") 19.66 4.28 2.19 14.53 3.41 2.14 ARCH PANEL PROPERTIES E = 29,500.00 Fy = 50.00 G = 11,200.00 U = 0.3 e = 6.5 DESIGN CODE: DESIGN CRITERIA: DESIGN SPECS: ksi ksi ksi /F'1.0E+6 UNIFORM BUILDING CODE 1997 � VERTICAL: LIVE LOAD 20 psf Pd M O -, 100 HORIZONTAL: WIND LOA 70 PH Ca" S pl, EXPOSURE "C" SEISMIC ZON 4 SOIL BEARING: BELOW GRADE ? CONCRETE: F'c = 2500 psi @ 28 days 11Z REINF. STEEL: ASTM A615 GRADE 40 Fy =40 ksi WELDED WIRE: ASTM A185 Fy = 65 ksi V STEEL ARCH: ASTM A792 Fy = 50 ksi BOLTS: ASTM A307 ANCHOR BOLTS: ASTM A307 or A36 EXPANSION BOLTS: ITW / READ HEAD 1 US BUILDINGS CALCULATIONS C. NANGIA P.E. BUILDING COORDINATES JOINT # X-COOR Y-COOR X -D -F Y -D -F Z -D -F 1 -10.08 -5.37 0 0 1 2 -10.08 -4.29 1 1 1 3 -10.08 -3.22 1 1 1 4 -10.08 -2.15 1 1 1 5 -10.08 -1.07 1 1 1 6 -10.08 0.00 1 1 1 7 -10.06 0.44 1 1 1 8 -10:01 0.88 1 1 1 .9 -9.91 1.32 1 1 1 10 -9.77 1.74 1 1 1 11 -9.60 2:15 1 1 1 12 -9.39 2.54 1 1 1 13 -9.15 2.91 1 1 1 14 -8.88 3.26 1 1 1 15 -8.57 3.58 1 1 1 16 -8.24 3.88 1 1 1 17 -7.89 4.14 1 1 1 18 -7.51 4.37 1 1 1 19 -7.11 4.57 1 1 1 20 -6.70 4.73 1 1 1 21 -6.36 4.85 1 1 1 22 -6.02 4.96 1 1 1 23 -5.68 5.07 1 1 1 24 -5:34 5.18 1 1 1 25 -5.01 5.30 1 1 1 26 -4.67 5.41 1 1 1 27 -4.33 5.52 1 1 1 28 -3.99- 5.64 1 1 1 29 -3.65 5.75 1 1 1 30 -3.31 5.86 1 1 1 31 -2.97 5.97 1 1 1 32 -2.63 6.09 1 1 1 33 -2.29 6.20 1 1 1 34 -1.96 6.31 .1 1 1 35 -1.62 6.43 1 1 1 36 -1.22 6.54 1 1 1 37 -0.82 6.63 1 1 1 38 -0.41 6.68 1 1 1 39 0.00 6.69 1 1 1 40 0.41 6.68 1 1 1 41 0.82 6.63 1 1 1 42 1.22 6.54 1 1 1 43 1.62 6.43 1 1 1 44 1.96 6.31 1 1 1 2 US BUILDINGS CALCULATIONS C. NANGIA P.E. 3 BUILDING COORDINATES JOINT # X-COOR Y-COOR X -D -F Y -D -F Z -D -F 45 2.29 6.20 1 1 1 46 2.63- 6.09 1 1 1 47 2.97 5.97 1 1 1 48 3.31 5.86 1 1 1 49 3.65 5.75 1 1 1 50 3.99 5.64 1 1 1 51 4.33 5.52 1 1 1 52 4.67 5.41 1 1 1 53 5.01 5.30 1 1 1 54 5.34 5.18 1 1 1 55 5.68 5.07 1 1 1 56 6.02 4.96 1 1 1 57 6.36 4.85 1 1 1 58 6.70 4.73 1 1 1 59 7.11 4.57 1 1 1 60 7.51 4.37 1 1 1 61 7.89 4.14 1 1 1 62 8.24 3.88 1 1 1 63 8.57 3.58 1 1 1 64 8.88 3.26 1 1 1 65 9.15 2.91 1 1 1 66 9.39 2.54 1 1 1 67 9.60 2.15 1 1 1 68 9.77 1.74 1 1 1 69 9.91 1.32 1 1 1 70 10.01 0.88 1 1 1 71 10.06 0.44 1 1 1 '72 10.08 0.00 1 1 1 73 10.08 -1.07 1 1 1 74 10.08 -2.15 1 1 1 75 10.08 -3.22 1 1 1 76 10.08 -4.29 1 1 1 77 10.08 -5.37 0 0 1 3 US BUILDINGS r . MEMBER UNI - L 20 psf 1 2 3 4 5 6 7 8 9 10 11 -0.005 12 -0.010 13 -0.016 14 -0.021 15 -0.026 16 -0.031 17 -0.036 18 -0.040 19 -0.040 20 -0.040 21 -0.040 22 -0.040 23 -0.040 24 -0.040 25 -0.040 26 -0.040 27 -0.0.40 28 -0.040 29 -0.040 30 -0.040 31 -0.040 32 -0.040 33 -0.040 34 -0.040 35 -0.040 36 -0.040 37 -0.040 38 -0.040 39 -0.040 40 -0.040 41 -0.040 42 -0.040 43 -0.040 44 -0.040 CALCULATIONS LOADS UNB - L 20 psf -0.001 -0.011 -0.021 -0.031 -0.041 -0.051 -0.062 -0.072 -0.077 -0.064 -0.050 -0.050 -0.050 -0.050 -0.050 -0.050 -0.050 -0.050 -0.050 -0.050 -0.050 -0.050 -0.050 -0.050 -0.050 -0.050 -0.038 -0.025 -0.013 WIND - I -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.019 -0.015 -0.015 -0.012 -0.011 -0.005 -0.004 0.004 0.004 0.009 0.008 0.023 0.023 0.023 0.023 0.023 0.023 0.023 0.023 0.023 0.023 0.023 0.023 0.023 0.023 0.023 0.023 0.023 0.018 0.018 0.018 0.018 0.018 0.018 0.018 0.018 PH C. NANGIA P.E. 4 • US BUILDINGS CALCULATIONS C. NANGIA P.E. LOAD COMB -1 1.4 DEAD -L + 1.0 UNIFORM -L LOAD COMB -2 1.2 DEAD -L + 1.6 UNIFORM -L + 0.8 WIND -L LOAD COMB -3 1.2 DEAD -L + 1.6 UNBALANCED -L + 0.8 WIND -L LOAD COMB -4 0.9 DEAD -L -1.3 WIND -L 5 LOADS MEMBER UNI - L 20 psf UNB - L 20 psf WIND - 0 OPH 45 -0.040 0.018 46 -0.040 0.018 47 -0.040 0.018 48 .-0.040 0.018 49 -0.040 0.018 50 -0.040 0.018 51 -0.040 0.018 52 -0.040 0.018 53 -0.040 0.018 54 -0.040 0.018 55 -0.040 0.018 56 -0.040 0.018 57 -0.040 0.018 58 -0.040 0.018 59 -0.040 0.018 60 -0.036 0.018 61 -0.031 0.018 62 -0.026 0.018 63 -0.021 0.018 64 -0.016 0.018 65 -0.010 0.018 66 -0.005 0.018 67 0.018 68 0.018 69 0.018 70 0.018 71 0.018 72 0.018 73 0.018 74 0.018 75 0.018 76 0.018 LOAD COMBINATIONS LOAD COMB -1 1.4 DEAD -L + 1.0 UNIFORM -L LOAD COMB -2 1.2 DEAD -L + 1.6 UNIFORM -L + 0.8 WIND -L LOAD COMB -3 1.2 DEAD -L + 1.6 UNBALANCED -L + 0.8 WIND -L LOAD COMB -4 0.9 DEAD -L -1.3 WIND -L 5 US BUILDINGS CALCULATIONS RESULTS - SUMMARY LOAD COMB -1 1.4 DEAD -L + 1.0 UNIFORM -L C. NANGIA P.E. Maximum Moment Member: 36 MC1 = 0.810 K -ft PC1 = -0.160 Kips Minimum Moment Member: 8 MC1 = -0.940 K -ft PC1 = -0.510 Kips LOAD COMB -2 1.2 DEAD -L + 1.6 UNIFORM -L + 0.8 WIND -L ACCORDING TO THE UNIFORM BUILDING .CODE 1997 GAUGE Maximum Moment 20 Member: 32 14 0 23 MC2 = 0.990 K -ft 5 71 PC2 = -0.160 Kips 83 Minimum Moment 225 Member: 67 90 132 230 MC2 = -1.620 K -ft GRD S. UNEXPOSED (s PC2 = -0.620 Kips 278 LOAD COMB -3 1.2 DEAD -L + 1.6 UNBALANCED -L + 0.8 WIND -L 2 4 3 5 4 8 Maximum Moment 7 15 Member: 25 195 1 252 307 MC3 = 1.080 K -ft PC3 = -0.100 Kips Minimum Moment Member: 65 MC3 = -1.240 K -ft PC3 = -0.240 Kips LOAD COMB -4 0.9 DEAD -L -1.3 WIND -L Maximum Moment Member: 48 MC4 = 0.720 K -ft PC4 = -0.140 Kips Minimum Moment Member: 9 MC4 = -1.470 K -ft PC4 = -0.390 Kips Member: 25 Max M = 1.080 K -ft P = -0.100 Kips Member: 67 Min M = -1.620 K -ft P = -0.620 Kips ACCORDING TO THE UNIFORM BUILDING .CODE 1997 GAUGE 22 20 18 16 14 0 23 1 31 3 49 5 71 7 102 MAX LIVE LOAD (ps0 57 83 145 225 343 GRD S. EXPOSED Psti 90 132 230 358 545 GRD S. UNEXPOSED (s 70 103 179 278 424 2 4 3 5 4 8 5 11 7 15 Wind Velocity (MPH) 162 195 1 252 307 368 6 STANDARD CALCULATIONS BUILDING MODEL -- A A - 20 -12 BUILDING CODE UBC / 97 355 INDUSTRIAL PARK 1 U DRIVE, BOONE, NC'`=,s ool 28607 USA. 1-800-813-4277 �A k i US BUILDINGS CALCULATIONS t BUILDING MODEL A 20-12 WIDTH = 20.17 ft HEIGHT = 12.06 ft C. NANGIA P.E. ARCH PANEL PROPERTIES E = 29,500.00 Fy = 50.00 G = 11,200.00 U = 0.3 e = 6.5 DESIGN'CODE: DESIGN CRITERIA: DESIGN SPECS: ksi ksi ksi /F'1.0E+6 UNIFORM BUILDING CODE 1997 VERTICAL: LIVE LOAD 20 psf HORIZONTAL: WIND LOAD 70 MPH EXPOSURE "C" SEISMIC ZONE 4 SOIL BEARING: BELOW GRADE EFFECTIVE SECTION PROPERTIES F'c = 2500 psi @ 28 days ARCH PANEL GAUGE ix -1 SX -1 Ax -1 Ix -2 Sx-2 Ax -2 in in in in4 in3 in2 22(0.03") 4.51 0.83 0.58 3.01 0.56 0.52 20 0.04" 6.30 1.20 0.77 4.25 0.83 0.70 18(0.05") 10.00 2.01 1.15 6.93 1.44 1.07 16(0.06") 14.22 2.98 1.59 10.14 2.24 1.52 14 (0.075") 19.66 4.28 2.19 14.53 3.41 2.14 ARCH PANEL PROPERTIES E = 29,500.00 Fy = 50.00 G = 11,200.00 U = 0.3 e = 6.5 DESIGN'CODE: DESIGN CRITERIA: DESIGN SPECS: ksi ksi ksi /F'1.0E+6 UNIFORM BUILDING CODE 1997 VERTICAL: LIVE LOAD 20 psf HORIZONTAL: WIND LOAD 70 MPH EXPOSURE "C" SEISMIC ZONE 4 SOIL BEARING: 1 BELOW GRADE CONCRETE: F'c = 2500 psi @ 28 days REINF. STEEL: ASTM A615 GRADE 40 Fy =40 ksi WELDED WIRE: ASTM A185 Fy = 65 ksi STEEL ARCH: ASTM A792 Fy = 50 ksi BOLTS: ASTM A307 ANCHOR BOLTS: ASTM A307 or A36 EXPANSION BOLTS: ITW / READ HEAD 1 4 s� US BUILDINGS CALCULATIONS C. NANGIA P.E. 2 BUILDING COORDINATES JOINT # X-COOR Y-COOR X -D -F Y -D -F Z -D -F 1 -10.08 -5.37 0 0 1 2 -10.08 -4.29 1 1 1 3 -10.08 -3.22 1 1 1 4 -10.08 -2.15 1 1 1 5 -10.08 -1.07 1 1 1 6 -10.08 0.00 1 1 1 7 -10.06 0.44 1 1 1 8 -10.01 0.88 1 1 1 .9 -9.91 1.32 1 1 1 10 -9.77 1.74 1 1 1 11 -9.60 2.15 1 1 1 12 -9.39 2.54 1 1 1 13 -9.15 2.91 1 1 1 14 -8.88 3.26 1 1 1 15 -8.57 3.58 1 1 1 16 -8.24 3.88 1 1 1 17 -7.89 4.14 1 1 1 18 -7.51 4.37 1 1 1 19 -7.11 4.57 1 1 1 20 -6.70 4.73 1 1 1 21 -6.36 4.85 1 1 1 22 -6.02 4.96 1 1 1 23 .-5.68 5.07 1 1 1 24 -5.34 5.18 1 1 1 25 -5.01 5.30 1 1 1 26 -4.67 5.41 1 1 1 27 -4.33 5.52 1 1 1 28 -3.99- 5.64 1 1 1 29 -3.65 ' 5.75 1 1 1 30 -3.31 5.86 1 1 1 31 -2.97 5.97 1 1 1 32 -2.63 6.09 1 1 1 33 -2.29 6.20 1 1 1 34 -1.96 6.31 1 1 1 35 -1.62 6.43 1 1 1 36 -1.22 6.54 1 1 1 37 -0.82 6.63 1 1 1 38 -0.41 6.68 1 1 1 39 0.00 6.69 1 1 1 40 0.41 6.68 1 1 1 41 0.82 6.63 1 1 1 42 1.22 6.54 1 1 1 43 1.62 6.43 1 1 1 44 1.96 6.31 1 1 1 2 US BUILDINGS CALCULATIONS C. NANGIA P.E. BUILDING COORDINATES JOINT # X-COOR Y-COOR X -D -F Y -D -F Z -D -F 45 2.29 6.20 1 1 1 46 2.63 6.09 1 1 1 47 2.97 5.97 1 1 1 48 3.31 5.86 1 1 1 49 3.65 5.75 1 1 1 50 3.99 5.64 1 1 1 51 4.33 5.52 1 1 1 52 4.67 5.41 1 1 1 53 5.01 5.30 1 1 1 54 5.34 5.18 1 1 1 55 5.68 5.07 1 1 1 56 6.02 4.96 1 1 1 57 6.36 4.85 1 1 1 58 6.70 4.73 1 1 1 59 7.11 4.57 1 1 1 60 7.51 4.37 1 1 1 61 7.89 4.14 1 1 1 62 8.24 3.88 1 1 1 63 8.57 3.58 1 1 1 64 8.88 3.26 1 1 1 65 9.15 2.91 1 1 1 66 9.39 2.54 1 1 1 67 9.60 2.15 1 1 1 ' 68 9.77 1.74 1 1 1 69 9.91 1.32 1 1 . 1 70 10.01 0.88 1 1 1 . 71 10.06 0.44 1 1 1 72 10.08 0.00 1 1 1 73 10.08 -1.07 1 1 1 74 10.08. -2.15 1 1 1 75 10.08 -3.22 1 1 1 76 10.08 -4.29 1 1 1 77 10.08 -5.37 0 0 1 3 US BUILDINGS CALCULATIONS C. NANGIA P.E. LOADS MEMBER UNI - L 20 psf UNB - L 20 psf WIND - L 70 MPH 1 -0.020 2 -0.020 3 -0.020 4 -0.020 5 -0.020 6 -0.020 7 -0.020 8 -0.020 9 -0.019 10 -0.001 -0.015 11 -0.005 -0.011 -0.015 12 -0.010 -0.021 -0.012 13 -0.016 -0.031 -0.011 14 -0.021 -0.041 -0.005 15 -0.026 -0.051 -0.004 16 -0.031 -0.062 0.004 17 -0.036 -0.072 0.004 .18 -0.040 -0.077 0.009 19 -0.040 -0.064 0.008 20 -0.040 -0.050 0.023 21 -0.040 -0.050 0.023 22 -0.040 -0.050 0.023 23 -0.040 -0.050 0.023 24 -0.040 -0.050 0.023 25 -0.040 -0.050 0.023 26 -0.040 -0.050 0.023 27 -0.040 -0.050 0.023 28 -0.040 -0.050 0.023 29 -0.040 -0.050 0.023 30 -0.040 -0.050 0.023 31 -0.040 -0.050 0.023 32 -0.040 -0.050 0.023 33 -0.040 -0.050 0.023 34 -0.040 -0.050 0.023 35 -0.040 -0.050 0.023 36 -0.040 -0.038 0.023 37 -0.040 -0.025 0.018 38 -0.040 -0.013 0.018 39 -0.040 0.018 40 -0.040 0.018 41 -0.040 0.018 42 -0.040 0.018 43 -0.040 0.018 44 -0.040 0.018 4 US BUILDINGS CALCULATIONS C. NANGIA P.E. 5 LOADS MEMBER UNI - L 20 psf UNB - L 20 psf WIND - L 70 MPH 45 -0.040 0.018 46 -0.040 0.018 47 -0.040 0.018 48 -0.040 0.018 49 -0.040 0.018 50 -0.040 0.018 51 -0.040 0.018 52 -0.040 0.018 53 -0.040 0.018 54 -0.040 0.018 55 • -0.040 0.018 56 -0.040 0.018 57 -0.040 0.018 58 -0.040 0.018 59 -0.040 0.018 60 -0.036 0.018 61 -0.031 0.018 62 -0.026 0.018 63 -0.021 0.018 64 -0.016 0.018 65 -0.010 0.018 66 -0.005 0.018 67 0.018 68 0.018 69 0.018 70 0.018 71 0.018 72 0.018 73 0.018 74 0.018 75 0.018 76 0.018 LOAD COMBINATIONS LOAD COMB -1 1.4 DEAD -L + 1.0 UNIFORM -L LOAD COMB -2 1.2 DEAD -L + 1.6 UNIFORM -L + 0.8 WIND -L LOAD COMB -3 1.2 DEAD -L + 1.6 UNBALANCED -L + 0.8 WIND -L LOAD COMB -4 0.9 DEAD -L -1.3 WIND -L 5 US BUILDINGS CALCULATIONS C. NANGIA P.E. RESULTS - SUMMARY LOAD COMB -1 1.4 DEAD -L + 1.0 UNIFORM -L Maximum Moment Member: 36 MC1 = 0.810 K -ft PC1 = -0.160 Kips Minimum Moment Member: 8 MC1 = -0.940 K -ft PC1 = -0.510 Kips LOAD COMB -2 1.2 DEAD -L + 1.6 UNIFORM -L + 0.8 WIND -L Maximum Moment Member: 32 MC2 = 0.990 K -ft PC2 = -0.160 Kips Minimum Moment Member: 67 MC2 = -1.620 K -ft PC2 = -0.620 Kips LOAD COMB -3 1.2 DEAD -L + 1.6 UNBALANCED -L + 0.8 WIND -L Maximum Moment Member: 25 MC3 = 1.080 K -ft PC3 = -0.100 Kips Minimum Moment Member: 65 MC3 = -1.240 K -ft PC3 = -0.240 Kips LOAD COMB -4 0.9 DEAD -L -1.3 WIND -L Maximum Moment 22 MC4 = 0.720 K -ft Minimum Moment 14 MC4 = -1.470 K -ft Member: 25 Max M = 1.080 K -ft Member: 67 Min M = -1.620 K -ft Member: 48 PC4 = -0.140 Kips Member: 9 PC4 = -0.390 Kips P = -0.100 Kips P = -0.620 Kips ACCORDING TO THE UNIFORM BUILDING.CODE 1997 GAUGE 22 20 18 1 16 14 0 23 1 31 3 49 5 71 7 102 MAX LIVE LOAD (psfl 57 83 145 225 • 343 GRD S. EXPOSED Psfl 90 132 230 358 545 GRD S. UNEXPOSED s 70 103 179 278 424 2 4 3 5 4 8 5 11 7 15 Wind Velocity (MPH) 162 195 1 252 307 368 6 CHECK OVERTURNING - TRANSVERSE L 44.42 ft W 20.17 ft h 12.00 ft note: As this building is a rigid frame, the reactions are total (that is, they are not divided by 1/2). FIND GOVERNING REACTION Seismic: W (total) 1 3509 jib R = W * cs J 561 Jib Wind: Rwld = L * 79 plf . 3523 Jib wind -governs OVERTURNING As this is a rigid frame, the wind force is assumed to act at the centroid of the upper half of the sidewall. h=6'+1/2*6' 9.00 ft Mot= RN,m * h 31707 ft*lb (horizontal wind) Thos = Mat / w 1572 Ib (for one entire sidewall) Calc uniform DL = W / (L + w) 3.92 plf 2/3' uniform DL 2.61 pif Calc net uplift = uplift - uniform DL 4.51 plf (vertical wind) TV..t = (1/2),' net uplift * L * w 2018 Ib (for one entire sidewall) Tt6t.1= T, -.t + Th k 3590 Ib (for one entire sidewall) Use two SIMDson 1-1135A holdowns per sidewall (Lu = 1870 lbs min) fastened with (2) 3/4" metal bolts to sidewall. Holdowns are connected to the foundation with 5/8" threaded rod embedded in Simpson SET epoxy (T,„ = 3690 lbs). Mininum edge distance 7.50 in Minimum embedment 3.50 in Holes are to be dry and blown free of dust. These holdowns are to be located approximately 1' in from either end (the holdown must lie at the flat of the panel). T.,, = (2) * 1870 lb = 37401b OK DESIGN SHEAR ANCHORAGE By inspection, the embedment of the panel ends in grout (see US Buildings Construction Manual) will handle all shear reaction. &WLDING DEPARTM_' N,'1 PPP0 V� �. 3 rev Cs ect) �civit t t ,, ,..�E DIVED •. MAY .:.du�l BUTTE COUNTY BUILDING DIVISION •_ v •ice e FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNE O.M.B. No. 3067-0077 Expires July 31, 2002 For Insurance. Company. Use: - ::Policy. Policy. Number• BUILDING STREETMDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company:NAIC'Number. 14�,� 17�►-+-amu r� C.0 L�. N E CITY and Block Numbers, 1 — (-, t1 -a BUILDIW USE (e.g.. Residential, Non-residential, Addition, Accessory, etc. Use Comments section it necessary.) ren�c .-­ J ♦1l7r'1. "r In reC-1D i LATITUDE/LONGITUDE (OPTIIONAL) HORIZONTAL DATUM: '-I SOURCE: L -I GPS (Type): ( ##° - ##' - ##.#rr or ##.###W) �_� NAD 1927 (_i NAD 1983 LI USGS Quad Map L -I Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME "E B4. MAP AND PANEL B5. SUFFIX 86. FIRM INDEX B7. FIRM PANEL 88. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER I DATE 17t EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth pth of flooding) I N0 oo C ,m s n 0b a B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile 14 FIRM _� Community Determined 1_1 Other (Describe): 611. Indicate the elevation datum used for the BFE in B9: vN/Q1 NGVD 1929 1-1 NAVO 1988 1-1 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBr ,S) area or Otherwise Protected Area (OPA)? 1-1 Yes J4 No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: XConstruction Drawings' I_IBuilding Under Construction' (_Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number _ I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for.the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the atom conversion. Datum �1V� �9 Conversion/Comments I' i � V &f k CCS ACf f ViC�_ H _ 061/0 ...2 Elevation reference mark used Q /�I5 6oes the elevap fe ce mark used appear on the FIRM? Yes X1 No ❑ a) Top of bottom floor (including basement or enclosure) f R(m) A QRS S/0 ❑ b) Top of next higher floor _ ft.(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) _ fL(m) a ❑ d) Attached garage (top of slab) _ ft(m)23 3 ❑ e) Lowest elevation of machinery and/or equipment u, m y 0,m servicing the building ft.(m) E 2 a ❑ f) Lowest adjacent grade (LAG) fL(m) m N ❑ g) Highest adjacent grade (HAG) ft (m) m �9 l.'1 VIL \Q' ❑ h) No. of permanent openings. (flood vents) within 1 R above adjacent grade R_ ❑ .i) Total area of all permanent openings (flood vents) in C3h ll s2- sq. in. (sq. cm) OF CALF� rm SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ADDRESS 3 q G 1.. /� ouv-+ CITY C /_ ; co STATE CA � it ZIP CODE 2- 7,9g SIGNATURE DATE ►�, / Qom) TELgPgO `�E �O , O (/Q FEMA Frim Al 11 AI Ire QQ CFF RF\/F -,in;:FrmR r-niNxnNl ATrrmN RFPI ArFF C AI I PRVIIrr)1 IC Fr-1Mr)KM , t IMPORTANT: In these spaces, BUILDINfT[B?ADDUSS ( i CITY C hl c o the corresponding information from Section A. pt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND I TE For Insurance Company Use: CODE 1: Company NAIC.Number. SECTION D - SURVEYOR, ENGINEER; OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. 1-1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E3. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is fL(m) 1._1_lin.(cm) J__1 above or 1-1 below (check one) the highest adjacent grade. E3. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1-1 Yes 1-1 No 1-1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 1-1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the communitys floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. 1_1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.1 —J A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3.1-1 The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permlt has been issued for. 1-1 New Construction 1_._1 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ IL(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ fL(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Prxrn Al 11 At Ir: QQ RFPI Ar:FC Al I PPF:vinI IC s=nrnrmN.0 STRUCTURAL. CALCULATIONS FOR Jose and Lynn Sanchez US Buildings outbuilding PREPARED BY Feeney Engineering 349-C Connors Court Chico, CA 95926 (530) 999-0409 Description Gravity loads Calculate lateral coeficients Overturning- transverse Overturning- longitudinal Sliding Foundation drawing 10/23/00 1 2 3 4 5 6 00-1330 M. ILDING' DEPARTME &, ED,D;D f This document is prepared in response to the Butte Co. plan check response of August 30, 2000 addressed to Jose Sanchez, building permit number 00-1330. Our response and calculations address your points 1-6. Calculations for the structure itself are provided by US Buildings and foundation and overturning calcs are provided by us. 11 The requirement for 12" footing depth is addressed in our footing calcs. 2. Revised calculations included by Chander P. Nangia P.E. dated Oct. 16, 2000 show a wind speed of 100 mph. This building is enclosed on both ends. ✓I The same plans show fl� = 2,500 psi. , 4. Our anchorage and overturning calcs are on page 3 and 4. 5. Plans, details, method of construction, and materials are included in the US Buildings Construction Manual included. 6. A FEMA flood elevation certificate is included. GRAVITY LOADS L 44.42 ft w 20.17 ft h 12 ft This structure is conservatively modeled as a half -cylinder of radius 12' (see foundation plan in the US Buildings Construction Manual). The ratio of actual area per ft^2 to smooth area = [(2) * (10.61 ") + 7.5"1 / 24" = 1.2. (see drawing below). The weight of smooth 22 gauge sheet metal = 22 oz / ft^2. Thus, the weight per foot of building along its long axis _ (1/2) *(pi) * (24') * (22 oz / ft^2) * (1 Ib / 22 oz) * (1.2) 62.2 Ib/ft The weight both end walls =(2)*(1/2)*(12')^2*pi*(22/16)*(1.2) = 746.442 lb Thus, the weight of the building 3509 Ib CALCULATE LATERAL COEFICIENTS CALCULATE LATERAL WIND COEFICIENT, w (proiected area method) w„ 7.12 psf 0TH CALCULATE SEISMIC COEFICIENT, Cs(staticforce method) V = (Cv*I)/(R*T) * W = 0.61 (eqn 30-4) V = (2.5*Ca*I*W)/R * W = 0.16 (eqn 30-5) where: V = 0.11' Ca*I*W = 0.04 (eqn 30-6) Z eqn 30-5 governs: hn V=0.16*W=Cs*W R Cs = 0.16 soil profile Pt T Ca Cv Nv Na W -2- 0 0.30 (zone 3) 1.00'0 (commercial) 16.00 ft. 5.50 (table.16-N 1.1.a) Sd 0.02 (all other buildings). 0.16 (method A) 0.36" 0.54 1.00 1.00 weight of building CHECK OVERTURNING - TRANSVERSE L 44.42 ft w 20.17 ft h 12.00 ft note: As this building is a rigid frame, the reactions are total (that is, they are not divided by 1/2). FIND GOVERNING REACTION Seismic: W (total) 3509 Ib R,,j ,,,j, = W * csJ 561 ilb Wind: R,;,,d = L * 79 plf 3523 Ib wind governs OVERTURNING As this is a rigid frame, the wind force is assumed to act at the centroid of the upper half of the sidewall. h=6'+1/2*6' 9.00 ft Mot = Rwnd * h 31707 ft*Ib (horizontal wind) Thor¢ = Mot / w 1572 Ib (for one entire sidewall) Calc uniform DL = W / (L + w) 3.92 plf 2/3 * uniform DL 2.61 plf Calc net uplift = uplift - uniform DL 4.51 plf (vertical wind) Tvert = (1/2) * net uplift * L * w 2018 Ib (for one entire sidewall) Ttotaj = Tvert + Thor¢ 3590 Ib (for one entire sidewall) I�� i S 4=e2 SeF� ft -TZ'/ (� DESIGN SHEAR ANCHORAGE By inspection, the embedment of the panel ends in grout (see US Buildings Construction Manual) will handle all shear reaction. CHECK OVERTURNING - LONGITUDINAL L 20.17 ft w 44.42 ft h 12.00 ft note: As this building is a rigid frame, the reactions are total (that is, they are not divided by 1/2). FIND GOVERNING REACTION Seismic: W (total) 3509 Ib R ..... =W*cs 561 11b Wind: RWnd = L * 79 plf 1600 Ib wind governs OVERTURNING As this is a rigid frame, the wind force is assumed to act at the centroid of the upper half of the sidewall. h=6'+1/2*6' 9.00 ft Md = R.11d * h 14397 ft*Ib (horizontal wind) T,m,Q = Ma / w 444 Ib (for one entire endwall) Calc uniform DL = W / (L + w) 3.92 pif Calc net uplift = uplift - uniform DL . 3.20 pif (vertical wind) T,,,t = (1/2) * net uplift * L * w 1434 Ib (for one entire endwall) Tei = TVet + Th„;. 1878' Ib (for one entire endwall) n s: Z _ . M64 Y NOT U S (=' (I3 1'�u T� 01,( . ote 1. With t 1/3 reduction1621.1 1997 UBC) of the combined horizontal and uplift effects of wind for overturning, FS=(1-1/3)*1.5=1.00 Transverse loading governs DESIGN SHEAR ANCHORAGE By inspection, the embedment of the panel ends in grout (see US Buildings Construction Manual) will handle all shear reaction. QROFESS/p \�Lv` bow/ C/VII. �\1 9- -4-- SLIDING RESISTANCE Footing depth 1 . ft Footing length 44.4 ft Footing width 21 ft Passive lateral bearing 0.1 ksf / ft Sliding resistance 0.13 ksf CALCULATE LATERAL RESISTANCE PER FOOT Rpassive = d' * 0.1 ksf / ft 0.1 kip / ft Rfriction = w * 0.1 ksf 2.73 kip / ft total 2.83 kip / ft r T . ENDWALL FLOOD OPENINGS length 44.42 ft width 20.17 ft /�N floor area 896 ft^2 opening area required 896 in^2 As these vents will be screened, add 10% area: opening area required 986 in^2 Using 4 vents per end, for a total of 8, the area per vent = 123 in^2 Using a height of 12" for the vents=10.27in the width of the vents = ?_ INSTALL (4)12" x 12" SCREENED VENTS PER END, EVENLY SPACED. 0A TM 1111111 I erg STANDARD CALCULATIONS BUILDING MODEL i A-20-12 BUILDING CODE UBC / 97 CUSTOMER NAME: JOSE SANCHEZ ORDER NUMBER: 20-1219 QPpFESSto q U m C2678G m EXP. 3/311244 . c�� 2000 355 INDUSTRIAL PARK. DRIVE BOONE NORTH CAROLINA 28607 6Z,/3C PHONE (800) 813-4277 BUMfi ILDING' DEPARTMGf,4T BUILDING MODEL A 20-12 WIDTH = 20.17 ft HEIGHT = 12.06 ft ARCH PANEL PROPERTIES E = 29,500.00 EFFECTIVE SECTION PROPERTIES 50.00 ARCH PANEL GAUGE Ix -1 SX -1 Ax -1 ix -2 Sx-2 Ax -2 in in in in4 in3 int 22(0.03') 4.51 0.83 0.58 3.01 0.56 0.52 20 0.04" 6.30 1.20 0.77 4.25 0.83 0.70 18 0.05° 10.00 2.01 1.15 6.93 1.44 1.07 16 0.06" 14.22 2.98 1.59 1 10.14 2.24 1.52 .14 (0.075") 19.66 4.28 2.19 14.53 3.41 2.14 ARCH PANEL PROPERTIES E = 29,500.00 Fy = 50.00 G = 11,200.00 U = 0.3 e = 6.5 DESIGN CODE: DESIGN CRITERIA: DESIGN SPECS: ksi ksi ksi /F'1.0E+6 UNIFORM BUILDING CODE 1997 VERTICAL: LIVE LOAD`I 0 psf ,.ROFESS/O� HORIZONTAL: WIND LOAD WO MP ��� ��Ft P. EXPOSURE"C"P or U v w SEISMIC ZONE 4 cc C26786 m ? EXP. 3/31/20.01 SOIL BEARING: c/ BELOW GRADE 6 200 � CONCRETE: F'c = 2500 psi 0 28 days RE1NF. STEEL: ASTM A615 GRADE 40 Fy X40 ksi WELDED WIRE: ASTM A185 Fy = 65 ksi STEL ARCH: ASTM A792 Fy = 50 ksi BOLTS: ASTM A307 ANCHOR BOLTS: ASTM A307 or A36 EXPANSION BOLTS: ITW /READ HEAD 1 S BUILDING COORDINATES JOINT # -X-COOR Y-COOR X -D -F Y -D -F Z -D -F 1 -10.08 -5.37 0 0 1 2 -10.08 -4.29 1 1 1 i 3 -10.08 -3.22 1 1 1 4 -10.08 . -2.15 1 1 1 5 -10.08 -1.07 1 1 1 6 -10.08 0.00 1 1 1 7 -10.06 0.44 1 1 1 8 -10.01 0.88 1 1 1 .9 -9.91 1.32 1 1 1 10. -9.77 1.74 1 1 1 11 -9.60 2.15 1 1 1 12 -9.39 2.54 1 1 1 13 -9.15 2.91 1 1 1 14 -8.88 3.26 1 1 1 15 -8.57 3.58 1 1 1 16 -8.24 3.88 1 1 ill 17 -7.89 4.14 1 1 1 18 -7.51 4.37 1 1 1 j 19 -7.11 4.57 1 1 1 20 -6.70 4.73 1 1 1 21 -6.36 4.85 1 1 1 22 -6.02 4.96 1 1 1 23 -5.68 5.07 1 1 1 24 -5.34 5.18 1 1 1 25 -5.01 5.30 1 1 1 26 -4.67 5.41 1 1 1 27 -4.33 5.52 1 1 1 28 -3.99- 5.64 1 .1 1 29 -3.65 5.75 1 1 1 30 -3.31 5.86 1 1 1 pEESS/ Cvvgl ��' 31 -2.97 5.97 1 1 1 �ne'a ¢`� �� �vq.�, 4 32 -2.63 6.09 1 1 1 �P �� Z 33 -2.29 6.20 1 1 1 w 026786 34 -1.96 6.31 1 1 1 EXP. 35 -1.62 6.43 1 1 36 -1.22 6.54 1 1 1 37 -0.82 6.63 1 1 1 O�� 38 -0.41 6.68 1 1 1 39 0.00 6.69 1 1 1 40 0.41 6.68 41 0.82 6.63 1 1 1 42 1.22 6.54 1 1 1 43 1.62 -6.43 1 1 1 44 1.96 6.31 1 1 1 2 S BUILDING COORDINATES JOINT #• X-COOR Y-COOR X -D -F Y -D -F Z -D -F 45 2.29 6.20 1 1 1 46 2.63 6.09 1 1 1 47 2.97 5.97 1 1 1 48 3.31 5.86 1 1 1 49 3.65 5.75 1 1 1 50 3.99 5.64 1 1 1 51 4.33 5.52 1 1 1 52 4.67 5.41 1 1 1 53 5.01 5.30 1 1 1 54. 5.34 5.18 1 1 1 55 5.68 5.07 1 1 1 56 6.02 4.96 1 1 1 57 6.36 4.85 1 1 1 58 6.70 4.73 1 1 1 59 7.11 4.57 1 1 1 60 7.51 4.37 1 1 1' . 61 7.89 4.14 1 1 1 62 8.24 3.88 1 1 1 ' 63 8.57 3.58 1 1 1 64 8.88 3.26 1 1 1 65 9.15 2.91 - 1 1 1 66 9.39 2.54 1 1 1 67 9.60 2.15 1 1 1 68 9.77 1.74 1 .1 1 69 9.91 1.32 1 1 1 70 10.01 0.88 1 1 1 71 10.06 0.44. 1 1 1 72 10.08- 0.00 1 1 1 73 10.08 -1.07 1 1 1 74 10.08 -2.15 1 1 1 - - 75 10.08 -3.22 1 1 1 pFESS/ 76 10.08 -4.29 1 1 77 10.08 -5.37 0 0 Lu 026786 EXP. 3/31/2 2000 iC] 4 - LOADS MEMBER UNI - L20 psf UNB - LI 0 psf WIND - 1-100 MPH 1 -0.020 2 -0.020 4. 3 -0.020 4 -0.020 5 -0.020 6 -0.020 7 -0.020 8 -0.020 9 -0.019 10 -0.001 -0.015 11 .-0.005 -0.011 -0.015 12 -0.010 -0.021 -0.012 13 -0.016 -0.031 -0.011 14 -0.021 -0.041 -0.005 15 -0.026 -0.051 -0.004 16 -0.031 -0.062 0.004 17 -0.036 -0.072 0.004 18 -0.040 -0.077 0.009 j 19 -0.040 -0.064 0.008 20 -0.040 -0.050 0.023 21 -0.040 -0.050 0.023 22 -0.040 -0.050 0.023 23 -0.040 -0.050 0.023 24 -0.040 -0.050 0.023 25 -0.040 -0.050 0.023 26 -0.040 -0.050 0.023 27 -0.040 -0.050 0.023 28 -0.040 -0.050 0.023 29 -0.040 -0.050 0.023 30 -0.040 -0.050 0.023 31 -0.040 -0.050 0.023 32 -0.040 -0.050 0.023 33 -0.040 -0.050 0.023 OFESS ro 34 -0.040 -0.050 0.023. QeQ`� IA P '' 35 -0.040 -0.050 0.023 Q`� �7 36 -0.040 -0.038 0.023 2 C) z , 37 .-0.040 -0.025 0.018 w C26766 m 38 -0.040 -0.013 0.018 EXP. 3/39 39 -0.040 0.018 X fV Z 40 -0.040 0.018 \ 41 -0.040 0.018 C 200 42 -0.040 0.018 43 -0.040. 0.018 44 -0.040 0.018 4 3 C26786 EXP. 3/31 /2 1 E LOADS AEMBER UNI - L 20 psf UNB - LK:O psf WIND - L/00 MPH 45 -0.040 0.018 46 -0.040 0.018 47 -0.040 0.018 48 -0.040 0.018 49 -0.040 0.018 50 -0.040 0.018 51 -0.040 0.018 52 -0.040 0.018 53 -0.040 0.018 54 -0.040 0.018 55 -0.040. 0.018 56 -0.040 0.018 57 -0.040 0.018 58 -0.040 0.018 59 -0.040 0.018 60 -0.036 0.018 61 -0.031 0.018 62 -0.026 0.018 ` 63 -0.021 0.018 64 -0.016 0.018 65 -0.010 0.018 66 -0.005 0.018 67 0.018 68 0.018 69 0.018 70 0.018 71 0.018 72 0.018 73 0.018 74 0.018 - 75 0.018 76 0.018 LOAD COMBINATIONS LOAD COMB -1 1.4 DEAD -L + 1.0 UNIFORM -L LOAD COMB -2 1.2 DEAD -L + 1.6 UNIFORM -L + 0.8 WIND -L Q�,OFFSS/pN� LOAD COMB -3 1.2 DEAD -L + 1.6 UNBALANCED -L + 0.8 WIND -L Q`�o coEFt P. LOAD COMB -4 0.9 DEAD -L -1.3 WIND -L CO 3 C26786 EXP. 3/31 /2 1 E RESULTS -SUMMARY LOAD COMB -1 1.4 DEAD -L,+ 1.0 UNIFORM -L, ACCORDING TO THE UNIFORM BUILDING CODE 1997 GAUGE Maximum Moment 20 Member: 36 14- 0 23 MC1 = 0.810 -K-ft 3 49 5 71 PC1 = -0.160 Kips 83 Minimum Moment 225 Member: 8 90 132 230 MC1 = -0.940 -K-ft GRD S. UNEXPOSED (osfl PC1 = -0.510 Kips 278 LOAD COMB -2 1.2 DEAD -L + 1.6 UNIFORM -L + 0.8 WIND -L, I 2 4 3 5 I 4 8 5 11 Maximum Moment Wind Velocity .(MPH) Member: 32 252 -307 MC2 = 0.990 K -ft PC2 = -0.160 Kips Minimum Moment Member: 67 MC2 = -1.620 K -ft PC2 = -0.620 Kips LOAD COMB -3 1.2 DEAD -L + 1.6 UNBALANCED -L + 0.8 WIND -L Maximum Moment Member: 25 MC3 = 1.080 -K-ft vPC3 = -0.100 Kips Minimum Moment Member: 65 MC3 = -1.240 K -ft PCS _ -0.240 Kips LOAD COMB -4 0.9 DEAD -L -1.3 WIND -L Maximum Moment Member: 48 MC4 = 0.720 K -ft PC4 = -0.140 Kips Minimum Moment Member: 9 MC4 = -1.470 K -ft PC4 = -0.390 Kips Member: 25 Max M = 1.080 K -ft P = -0.100 Kips Member: 67 Min M = -1.620 K -ft P= -0.620 Kips ACCORDING TO THE UNIFORM BUILDING CODE 1997 GAUGE 22 20 18 16 14- 0 23 1 31 3 49 5 71 7 102 MAX LIVE LOAD (psfl 57 83 145 225 343 GRD S. EXPOSED (psfl 90 132 230 358 545• GRD S. UNEXPOSED (osfl 70 103 179 278 424 I 2 4 3 5 I 4 8 5 11 7 1 eNB Wind Velocity .(MPH) 162 195 252 -307 1 7 .r 1 ' i . i j Um Construction -Manual Revised December 1999 f Welcome to Our Family Congratulations on your investment in an arch -type steel F building from U.S. Buildings. Thousands of owners, just like you, have chosen our buildings because they understand the t importance of quality, undeniable strength, and ease of con- struction. Your building has been designed and engineered with these features in mind. 41 Before you start. construction of your building please read through your Manual and note any questions you may have, then if you have any questions call our customer service .a department immediately so we can assist you. 1-800-463-6062 Once you are ready to start, follow the instructions and you will be 'surprised at how easy it was. Once again thank you for your business. . 0 Cautions, Notes and Tips You'll find this information through your manual: Cautions must be observed Oto avoid possible damage to your building. \ Notes cont4n important information about vour building. Tips contain additional hints for a great building. Table of Contents Your Building Model ...........................3 Storage Recommendations ........................3 Tools and Equipment ...........................4 Foundation Recommendations .....................5 (Your foundation Drawings and Clearance Profiles will be inserted between pages 4 and 5.) Assembling The Arches .........................6 Preparing To Raide The Arches ...................7-8 Constructing The Arches .........................9 p Strapping The Arches ..........................10 Completing The Arches .............. .......11 Assembling Curved Angels ......................12 Installing Endwalls .......................:..13-14 Grouting Your Building .........................15 Accessories Installation Instructions 17 (If you have purchased accessories such as doors, and sky- lights, your installation instructions will be inserted here:)- O� _ p IMPORTANT . U.S. Buildings highly recommends you purchase construction insurance before you assemble your building. Your building does not reach its full capacity until it is fully assembled and grouted into the footing. if you are using our chan- nels, the building must be fully attached to the channel and the C Channel must be grouted Sudden changes in weather can cause damage during construction, therefore construction insurance can help protect you from damage at a reasonable cost. U.S. Buildings is *ot liable for any damage to building property or persons during the construction process. Your Building Model Your building model is a U.S. Buildings Model Your order # Storage 'Recommendations I* Your building and its components were inspected thoroughly when it left the factory. If you must store your building before you begin construction, the following guidelines from the steel manufacturer should be followed: Inside A. Store in a dry vented area. B. Cut the strapping and separate panels to allow air to move around each piece. C. Never allow moisture on, or in between, any steel parts before construction. A special passive oil has been applied to the steel for added protec- tion during storage. The oil will pro- tect your steel for up to 30 days. Inside storage is preferred over out- side storage. outside A. Cut the strapping and separate panels with dry pieces of wood. B. Separate endwall bundles. C. Keep all parts off the ground. U Tools The tools listed below include everything you'll need for the Your Building Profile and Foundation Drawings should be inserted between pages 4 & 5, if not contact customer ser- vice immediately. Q proper construction of your U.S. Building. These materials \ are not supplied with your building. TOOLS: • Hard Hats and Work Gloves (working gloves protect You may not need all the tools against sharp edges) ` listed. However, it your building • 2 Tape Measures (50 ft./100 ft., and 10 ft.) is specially customized, you may • Level require additional tools. • 1/2" and 9/16" Wrenches • Cutting Shears (manual or electric), Handsaw, Hacksaw • Rope (100 ft. Length) • 2 "S" hooks • Electric Impact Gun • 1/2" (6) Point Socket • Pliers • . Power (circular) saw, Keyhole saw, saber saw • Electric drill, 3/8" minimum, variable speed • Drill bits, 3/8" for sheet metal • Extension Ladder • Scaffolding and Stepladders & Jacks Your Building Profile and Foundation Drawings should be inserted between pages 4 & 5, if not contact customer ser- vice immediately. Q ran-. a p20-12 a rae*p net to eeeia s U.S. BUILDINGS 64-vr Cap ••NOTE: whM UMV trough f0401a0014 Remove 2-112' Iran Me heWd of rar tKidr� / 1 -Piece 57-1/2' Roof Shw4hts r7-. I I \\ I 2 -Pieces 84-1/2': r a Pave Panels o 2 -Pisces 92': O N r i vertical Straights O I2 -Pisces 64-112" _ I r 2o' -r Rain This diagram represents the way In which the panels should be 'Joined to create the full arch The pieces should be overlapped properly to ensure Building must be grouted immediately after all arebes are stood and bolts are tlgbtened. 1 i Recommended concrete mix for the foundation is 3500 PSI with 1LB of fiber per yard of concrete. Foundation Recommendations Because there are so many different local soil and loading con- ditions, we can't recommend or be responsible for the design. Most people hire a local contractor who. is familiar with the local area and conditions. The following foundation notes have been prepared to assist you and your contractor, assuring you a solid, well-built foundation. Again, since many local factors affect the design of your foundation, the follow- ing dimensions are for illustration only. Designing the best foundation for your building based on local codes is where a civil engineer will be of valuable assistance. TROUGH Trough or GChannel after grouting. C -CHANNEL Suggested anchor bolt pattern supplied with foundation plans. INDUSTRIAL CONNECTOR Suggested anchor bolt pattern supplied with foundation plans. The foundation dimensions shown will provide your founda- tion engineer with everything necessary to give you a solid, sound and stable foundation. 4 Bolts in arches - finger tight only' Preparing To Raise The Arches; Wind Direction F`�y �gl�u�'.ti• u^a zy"p "`�a�, - � s n k - ���� "•• s `s � � � �, � { • � �� J`fp���r � �: xs s g `� x3' y� t`'�pn,�v.� F,„h��1 �.'A,�y.'. "'�S" f,, Place arches on the ground ready to stand aw.n from prevailing wincls. M, �' '�• al :tee: �•L= - , rS,K> a3 ,- T.t�i•• ' Set up scaffolding platform in a way- to proaide you a raised' standing area to easily pull up your arches. (scaffolding usually can be rented IOCally) �caffolclina RX "�a It is a essential to place support jacks (some rental stores refer to these as house levelers) upside down into the 4 corners of scaffold- ing to help in supporting and main- taining the proper building height during the construction process. Raising the arches is the only time in the construction of your building that may require additional assis- tance. Preparing To Raise Arches (continued) Adjustable Scaffolding Jacks. After 1st, 2nd and 3rd arches are stood, move your scaffolding forward 1 arch at a time until building is completed. _•J Raising Arches. Place S -Hooks approximately 6-8 bolt holes to the right and left of center of arch to attach rope. (Support arches as shown above, to correct height as noted in your Profile Insert. The hole location changes depending on the height of your scaffold, and the number of men you have.) With the ropes and hooks in place, and one or two men on each corner to guide the arch into the trough the first arch is pulled to an upright position. F Constructing The Arches Raising Arches. Half Arch Method of constrni:ction is recommended. 0 Strapping The Arches'. �. AN if you lite ill a hemi snmw area . - &�; �. • � -% r ��::ctsvy.��r'r ra ��• a x: , eve recommend th; t you leave the r strapping oil your buil(hil,. �g F {MAXFF U 3 r �4 • ., � ��'i>t�..`��.� � . fr:."�.�`G�'.S� `�'ZeF..-., . s.- :.'''.-la's: r�,saF.:� a����b�a�:tal__� - ' ; Strapping arches is essential in keeping your building the Proper len`th and height. Place str tpping centered on 1st curVec1 patiel"as sho�Vfl MICI in Illu.Stration A. number 1 below. 0 Strapping is supplied utitl! yonr nwr building and must be used to� RR ".. maintain a 24 " center to center.. Three of these straps should be bolted iilto the arches; 011e oil each side atldzas��� E �KJ9.Py'•� 9. Sw.rrpl'>u '�' one at aIle peak a� the construction proceeds. (shown here)1141 cQ \� Z. You etre suPpliect`witll 6 to 8 pieces of strapping you must 11love•it fowarcl during constructicln to keep building on 2 ` foot centers. After construction I -)lace 3, pieces of srapping on each end <,f the I)uilding as shclvv n' in IlluSu;uion A. Illustration A s _ Completing The Arches 1 •_ S - A f a f • ib` t SFV • � ! • c ...�'!.'�_ Y�� A \ • Arches Stood, After standing your arches N� ith all R MO bolts finger fight and strapping on, square and plumb you building: At this time tighten all bolts starting , . �-������.� � � �,,,� �a Mth the bottom straight panel worlang upwards. x ` a f L It is important to keep your drift pins in place 2 bolt holes ahead while tightening bolts. . _ Y 4 OUTER CURVED ANGLE FOAM INNER CURVED ANGLE F Assembling Curved Angles The Curved Angles are put on the outside of the 1st and last arch to accept the endwalls. (A Modem overlap 1 bolt hole, S and Q Models overlap 2 bolt holes.) The outer curved angle is now installed on top of the arch and the inner curved angle, bolts to the. underside of the arch. 12 Installing Endwalls • i;i �< Solid endw3ll in progress. O• ;� _ ��Y::.,. ftp 6 &�yjbf ,� � � i '1 It is important to begin assembling your 'g solid endwall from the center and workLi � , toward the•outside walls. A mark should be placed on the concrete at your center g point and the center bolt of your first panel should be lined up here. Panels f r should be centered' 18" out to the left and right. Strapping is punched on 18" centers to accomodate the bolts in the endwalls. -It is e sential to use this strapping so the endwall lines up and the corner flat panels fit properly. Solid endwall co,iiileted• E f Y''t ' Installing Endwalls With Opening It is important to begin assembling your endwall with panels marked F1 and work toward the outside walls. Opening should be squared and center marked on concrete. Begin with Panels marked Fl, once panels are installed left and right of opening install the shorter panels over door begiin- ning with panel marked OD1. Endwall with opening completed. } ®� When grouting your building make sure to use an adequate 0 slope to allow water to run away from the building. Your building and endwalls MUST + be grouted immediately after your amebes are raised and tightened. Failure to do so WILL cause the building to collapse. a t . y? .. a:..• w 3 R` Grouting completed. - n Grouting Your,6uilding I Recommended mix for the grouting is S000 PS[ cement and sand mix only I I (no stone).-.:. ,f'•'; •' it i • �.'�n.•.: �. _ A", } ®� When grouting your building make sure to use an adequate 0 slope to allow water to run away from the building. Your building and endwalls MUST + be grouted immediately after your amebes are raised and tightened. Failure to do so WILL cause the building to collapse. a t . y? .. a:..• w 3 R` Grouting completed. - n r REAR ELEVATION SEC 8—B .Sem CQ. (c s GENERAL MOTES 1. ILL 1MIOK AM Va.01MBr 9YlL Co.," -IN M IWAl/00m v THE un= Iewl" cr na MCA 191E cesm AROOIC TO Am cm -um me MIN AN9.14Z 7-A L AID MVOI OnCI nm new Oml l/Cp -mm UAW m= 2"L a ROOM a M 7NYLM' 1 ng I MCPAW DEMM O n0 sAOC a e a Ama7 N orcr Acamam c ww aumm AIMS At WMVL .TOM FARLOC TO FMLM MX RA.a MVQ R M 9OL M90®UR or M aamm ♦ sAID.0 MW a OnDm N AIAa O Z M AND-0Ir AR umm e TKIMCD N gem m 'W"', RAL TOOK OiAA= "am a 9alQ To COLLMY W ow RALT OOAIm Accamc To ra1MLTOa. a A FWWOMA 0mm1 9OIAD a RTMm .IOW 94.®CCnMO IM MV.rMi L 44'-5" A t 6, Feer FOUNDATION NOTES MM M IOIOaIa/ OI M OANMC a A 91001m Smurm ONLY Owam MW K tc=W DAL m IDOL a moc ROLIIOa AID sm O)mva 1. M f0109O1 9wL Q FOAam a IIAR.4L VND SMOMM a ca%vu O s*W SwA.NC 1700 AW. TM 9VlL a Om17m 10 MLT IN= ALL WOMM A7 nC &a w M ARK 2. am a/ Ora SVLL a RAM a.aL OAW+nm sm QW." V 9AG.-C 13M rw ■0am AAgWOAaL SEM39 D. ESIGN DATA (MATERIALS) 1. =QftpGq - 7900 r9 ID L AOIO A4 h AO.lL A31r A.la 3 W.V. Fr 4 9MLL OMM 1 AdIQ1OC SIDE ELEVATION 44'-5" -R ARCH PANEL DATA .w h w 7-1/r WALL PANEL DATA 1-ur� —Lr FOUNDATION PLAN ~tl NN DESCN DATA W ACCORUMM NIM ANSI/ASCE 7-93: MMU M ROOF LIVE LOAD (PSF) - 40 Pg: GROIW SNOW LOAD (PSF) - V : W94) VELDM (W,11) - I00 SEWDC.ZONE =3 BOLTS: 5/10" A 16 ■ 3µ' GRADE 2 SAE OR ASM A307 STEEL ROOF PANEL DAUGE -22 CA STEEL VERTICAL WALL PANEL GAGE - 22 GA STEEL FAVE PAMEL CADGE -12 GA _ CA VALUMC SHEET STEEL STRU%TMAL OLNLITY ASTM SPECIFICATION A792-94 331[ ALUMp1{fy_Z91C ALLOY (HOT DIP COATWG) ASTM A792 GRADE 30 50 KSI M91MUM YIELD 63 KSI UW'MUM TENSILE . F 20'-2" t FRONT ELEVATION Cq C c s y Ff C4 I 1 1 11 ) a n LEGAL NOTE llb sola r a v.. -b s us aAsl.a uc w ArVsd mm MNdor9r�.�>rP.1r $ A• a wi.M HIV Ara o .r a wolelre -1.- V- IA xALE N.T.S. APPROVED eT: C1IANDER NANfiA REYnstons ENGINEERS SEAL m iN u ARCH PANEL DATA .w h w 7-1/r WALL PANEL DATA 1-ur� —Lr FOUNDATION PLAN ~tl NN DESCN DATA W ACCORUMM NIM ANSI/ASCE 7-93: MMU M ROOF LIVE LOAD (PSF) - 40 Pg: GROIW SNOW LOAD (PSF) - V : W94) VELDM (W,11) - I00 SEWDC.ZONE =3 BOLTS: 5/10" A 16 ■ 3µ' GRADE 2 SAE OR ASM A307 STEEL ROOF PANEL DAUGE -22 CA STEEL VERTICAL WALL PANEL GAGE - 22 GA STEEL FAVE PAMEL CADGE -12 GA _ CA VALUMC SHEET STEEL STRU%TMAL OLNLITY ASTM SPECIFICATION A792-94 331[ ALUMp1{fy_Z91C ALLOY (HOT DIP COATWG) ASTM A792 GRADE 30 50 KSI M91MUM YIELD 63 KSI UW'MUM TENSILE . F 20'-2" t FRONT ELEVATION Cq C c s y Ff C4 I 1 1 11 ) a n Se cc,(cs LEGAL NOTE llb sola r a v.. -b s us aAsl.a uc U.S. Buildings, LLC ArVsd mm MNdor9r�.�>rP.1r $ A• a wi.M HIV Ara o .r a wolelre -1.- V- ��\ 333 N1aw}rlDl Park OF B••n.. TIC 28607 _-1. xALE N.T.S. APPROVED eT: C1IANDER NANfiA REYnstons ENGINEERS SEAL DATE 3/18,100 C Ec1® Of'. CWJAXR NANGIA « + - 20-1219 o-om,:JOSE SANCHEZ P"�ERrY ADORESs :1452 POMONA LANE �. sloe. rw : CHICO. CA 95928 !A2O�-12 MWS Se cc,(cs • ,• �. .. .. .. F ,# _' �. ryrf'. 1. 4r• • ..�. V , � . • i / A APPR❑X, 1'—` FIELD VERIFY THAT THIS -ANCHOR ' 2-15/16' WILL,LIE WITHIN THE 7-1/2' FLAT AREA OF THE ARCH PANEL I—t 7 ARCH PANEL .> SIMPSON HD5A HOLDOWN ' GROUT TROUGHS FASTENED TO ARCH PANEL .. SIMPSON SSTB 16 ANCHOR BOLT WITH (2) 3/4' MB AND HD5A HOLDOWN EACH CORNER SEE DETAIL 21'— 0' SIMPS❑N SSTB 16 ANCHOR BOLT GROUT TROUGH 8-1/2' x 3-1/2' FINISHED GRADE e ; 6' SLAB THICKNESS 12' MIN '.. (2) # 4 BARS 2' COVER TOP --12'--� 3' COVER BOTTOM � BUTTE CU-uj- 91 N, MUZINGDEPART140i 5-1 44'— 5' rN •�.. rr F ESS/p Q �q DETAIL OF GROUT PLAN VIEW OF FOUNDATION TRENCH AND HOLDOWN ANCHOR BOLT LAYOUT SIMILAR EACH END C3���' NO SCALE SCALE 1'=5' � y o. 2 9 m NOTE, CONCRETE f'c = 2500 PSI- SI-REINFORCING q', _ q�F c vit,Eo�`y�Q' REINFORCINGSTEEL = GRADE 40 DESIGNED PFK AOBTOFEENEY OWNER FEENEY ENGINEERING 0 ; N0. RCE DRAWN PFK 2297 JOSE AND LYNN SANCHEZ FOUNDATION FOR METAL BUILDING 389-C CONNORS COURT NECKED RF OCT 2000 CHICO, :CA 95926 530 899-0409 e _ APPROX. 1'- FIELD VERIFY THAT THIS ANCHOR WILL LIE WITHIN THE 7-1/2' FLAT AREA OF THE ARCH PANEL ARCH PANEL SIMPSON HD5A HOLD❑WN FASTENED TO ARCH PANEL WITH (2) 3/4' MB , SIMPSON HD5A HOLD❑WN MOUNTED GROUT TROUGHS . 5/8' DIA THREADED ROD ON INSIDE FLAT OF ARCH PANEL EMBED IN SIMPSON SET EPDXY AND 5/8' DIA THREADED ROD 21'- 0' EMBEDDED IN SIMPS❑N SET EPDXY EACH,CORNER- SEE DETAIL (2) # 4 BARS' 2' COVER TOP -3' COVER BOTTOM AND SIDES 7-1j' MIN GROUT TROUGH FINISHED GRADE 8-1/2' x 3-1/2' 12' 3- MIN /5 L0� 6' SLAB THICKNESS ° —12'--� 8= 1/2' buT 6 C "i I { AD, DQ F4J 44'- 5' • i 51 • DETAIL OF GROUT PLAN VIEW OF FOUNDATI❑N QEF E�IOro ' 0 TRENCH AND HOLDOWN ANCHOR BOLT LAYOUT SIMILAR EACH END cq ?' NO SCALESCALEi 1.'=5' cv Z �. X2972 { m NOTES CCIVIL\Q' CONCRETE 00 PSI - _ RE NF❑RCINGcSTEEL GRADE -40... CALIF��� DESIGNED ...PFKMMAY OWNER aFEENEY ENGINEERING SHEET NO. DRAWN PFK NEY RCE 2297 JOSE AND LYNN SANCHEZ 'FOUNDATION..FOR METAL BUILDING 389—C CONNORS COURT of i CHECKED RF01 - CHICO, CA 95926 530 899-0409 0 a z Lu O Cno Lij IL LL, REAR ELEVATION 2" 2" p3 Stirrups 018"CTC 4-(f4" SEC A—A tw 5"} �9.5" 4" (min) u �I I W.W.F. 91 zw ; �= (J3 stirrups o18" 18" 4-#4"CTC Z SEC B-8 G(� 44'-5" 44'-5" SIDE ELEVATION :J 20'-2" FRONT ELEVATION LEGAL NOTE This M the aaU.S. BcuVBted E1DM _U.S. Buildings, LLC Ary dk.U- othis mkn �aInmtmewmkymMaopnno .01 mwmw Nu 353 Industrial Park Or Boone, NC 28607 ertml at MO b�. SCALE: N.T.S. APPROVED BY: CHANDER NANGIA REVISIONS: ENGINEER'S SEAL % DATE: 3/18/00 CHECKED BY: CHANDER NANGIA ORDER NO. 20-1219 Qui DER R �:. CUSTOMER :JOSE SANCHEZ Q- �a1 r �, •- � �\ PROPERrvADDREss:1452 POMONA LANE CITY, State zip : CHICO, CA 95928 �..._C28IF� f m MODEL: DWG: [\�, A20-12 MWS Q I. 2-2000 FOUNDATION PLAN GENERAL NOTES FOUNDATION NOTES ARCH PANEL DATA 1. ALL EIAIERIAL .AND WORIOM119UP 9411 CONFORM MTM DESIGN DATA IN ACCORDANCE WITH ANSVASCE 7-95: THE REOIAREM MS OF THE LATEST REVISION OF THE NOTE IKE FOUNDAMON ON THE DRAMTNG IS A SUGGESTED SOLUTION ONLY CHANGESMAY BE NECESSARYDUE MINIMUM ROOF WE LOAD (PSF) = 40 BOG 199" TO LOCAL BUILDING REGULATIONS AND SITE COIArt1ONS. 74•• ph 'P3: GROUND SNOW LOAD (PSF) _ DESIGN NxOROING ro AS CFSC- RFD AND WITH 1. TIE FOUNDATION SMALL BE FAIMCD ON M1WAL V : WIND VELOCITY (MPH) = 100 ANSVASGE 7-93. UND6lUR8ED SOL. WAHLE OF SAFELY SUSTAINING C SEISMIC ZONE "t - 2. NO LOADS OMER THAN THOSE GIVEN UNDER 'DESIGN. C1300 PSI'. 1H5 9 1 BE DESIGNED TO FTALY RESIST DATA' BELO. 9411 BE IMPOSED ON THE "STR UCIURC' ALL. ROTATION AT 711E 815E OF TIC ARCH. " BOLTS: 5/16" x 18 x 3/4" GRADE 2 SAE OR ASTM A307 — 3. THE STRUCTU DESIGN OF THS BUILDING IS BASED ON STEEL ROOF PANEL GAUGE 22 - CA ASSEMBLY w DOLT ACCORDANCE WnH ERECTION PIANS 2. SLAB ON GRADE SMALL BE PLACED ON WELL COMPACTED Baa CAPABLE OF SUSTAIN! 1300 PSF Wa1HOUT 7-1/2' STEEL VERTICAL WALL PANEL GAUGE c 22 CA a INSITdICf10Mi FAILURE TO FOLLOW THESE PLANS 7 EAVE PANEL GAUGE =.22 GA ERECfOftGuaE APPRESTEEL =n7tEMEM. WALL PANEL DATA GALVALUME SHEET STEEL . Bu9DING Musr eE CRGRED w PIALi OIX,E 71¢ DESIGN DATA (MATERIALS) F-vA STRUCTURAL DUALITY ASTM SPECIFICATION A792-94 ARE ERECfEp AND nGHiFNED W ORDER ro REALM RRL 55% ALUMINUM -ZINC ALLOY (HOT DIP COATING) L.DADING CAPACIY. BULCNG Is SIUBJEA ro COLLAPSE �_.. 1. CONCRETE P� ]3OO PSI -o 2B DAYS, _ T CRGITED ALL9flDING ro wsIRVCDON f wom Ks F7 - a MSI. ASM A913 STEEL (ASTM 2. RFRFFy ASTM A792 GRADE 50 >. A�yayL��7i9IO N� - A10. 1 W.W.F.. Fr - 53 KSI. ASDL A1ea —�y SC KSI MINIMUM YIELD N1tETE 91E IN9'E 5 ARE WIldLANfED 4. CONCRETE IAx SIAL CONTAIN I fhY FIBER MWORNIO /,,,. „A / 65 KSI MINIMUM TENSILE 20'-2" FRONT ELEVATION LEGAL NOTE This M the aaU.S. BcuVBted E1DM _U.S. Buildings, LLC Ary dk.U- othis mkn �aInmtmewmkymMaopnno .01 mwmw Nu 353 Industrial Park Or Boone, NC 28607 ertml at MO b�. SCALE: N.T.S. APPROVED BY: CHANDER NANGIA REVISIONS: ENGINEER'S SEAL % DATE: 3/18/00 CHECKED BY: CHANDER NANGIA ORDER NO. 20-1219 Qui DER R �:. CUSTOMER :JOSE SANCHEZ Q- �a1 r �, •- � �\ PROPERrvADDREss:1452 POMONA LANE CITY, State zip : CHICO, CA 95928 �..._C28IF� f m MODEL: DWG: [\�, A20-12 MWS Q I. 2-2000 REAR ELEVATION 2" 2" 4" (min) - f - — - -Wwc:—D g3 ®4" stirrups 018"CTC - 4- e SEC A—A B„ 1 N. 5.. 9.5" 4" (min) rn t W.W.F. N � #3 stirrups 018"CTC ' Z 18 4-()4" SEC 8-8 GENERAL NOTES FOUNDATION NOTES - 1. ALL MATERIA. ARID WQOGVNSHP SNLL CONFORM WITH - NOTE THE FTAJNDATIOI ON THE DRAWING IS A AIGGESTED THE IEOLRFEAENTS OF THE LATEST REVISION OF THE SOLUTION WdY. CKV40 I INT BE NECESSARY DUE �'A IMS. TO LOCAL BODING REGULATIONS AND SITE CONDITIONS. DESIGNACCORDING TO AS GSA -DOD AND WITH V : WIND VELOCITY (MPH) - too ANS/ASCE 7-95. 1. THE FOUNDATION SINLL BE FOANOD ON NNTURAL ENGINEER'S SEAL UNDISTURBED SOL CAPABLE OF SAFELY SUSTAINING 2. NO LOADS OTHER THAN THOSE RAN UNDER 'DESIGN 1300 PSF. THIS SHALL BE DESIGNED TO FULLY RESIST DATA" BELOW SHALL BE IMPOSED ON THE 1iIRIUCTUHe' AL ROTATION AT THE BAY OF THE ARCH. ]. THE SIRUCIURA DESIGN OF THIS BUILDING IS BASED ON STEEL EAVE PANEL GAUGE = 22 GA ASSEMBLY W DUCT AOARdWCE WITH ERECTION BANS 2. SLAB ON GRADE SMALL BE PLACED ON WELL. COMPACTED & WSTRUCT1O1S. FAILURE TO FOLLOW THEY PLANS SOL CAPABLE OF SUSTAIN!NG Ism PS' WJTIIOUT SHALL BE THE SOLE RESPONSIBIUT' OF THE ERELIOIC APPRECIABLE SEFI EMENT. 4. BUILDING MUST BE =ROUTED IN PLACE ONCE THE ARCHES DESIGN DATA (MATERIALS) ARE ERECTED AND TIGHTENED IN ORDER TO REACH FULL W ASTM A792 GRADE 50 ' LOADING CAPACITY. BUILDING IS SUBJECT TO COLLAPSE 1. CONCRETE Fc - 3300 PSI 0 78 DAYS. AD IF NOT FULLY GROUTED ACCORDING TO INSTRUCTORS 2 REINFORCING STEEL GFUDE Q. h - AD KSI. ASTM ASIS 3. A PROFESSIONAL ENGINEER SHOULD BE RETAINED 3. W.W.F. Fy - 53 KSI, ASTM AIM WHERE SITE INSPECTIONS ARE WARRANTED. 4. OANOEIE MIX 9041 CORAM lbs' FIBER ROWORCING SIDE ELEVATION 44'-5" B U.S. Buildings, LLC DESIGN DATA IN ACCORDANCE WITH ANSVASCE 7-95:` A' v A 24. Pq: GROUND SNOW LOAD (PSF) = N m V : WIND VELOCITY (MPH) - too SCALE: N.T.S. SOSMIC ZONE ENGINEER'S SEAL BOLTS: 5/I6" z 18 K 3/4" GRADE 2 SAE OR ASTM A307 N STEEL ROOF PANEL GAUGE = 22 GA B STEEL VORTICAL WALL PANEL GAUGE = 22 GA WALL PANEL DATA FOUNDATION PLAN N 1 V ARCH PANEL DATA U.S. Buildings, LLC DESIGN DATA IN ACCORDANCE WITH ANSVASCE 7-95:` A' v MINIMUM ROOF LIVE LOAD (PSF) = 40 24. Pq: GROUND SNOW LOAD (PSF) = 353 Industrial Park Or Boone, NC 28607 V : WIND VELOCITY (MPH) - too SCALE: N.T.S. SOSMIC ZONE ENGINEER'S SEAL BOLTS: 5/I6" z 18 K 3/4" GRADE 2 SAE OR ASTM A307 I ' STEEL ROOF PANEL GAUGE = 22 GA DATE: 3/18/00 STEEL VORTICAL WALL PANEL GAUGE = 22 GA WALL PANEL DATA STEEL EAVE PANEL GAUGE = 22 GA ORDER NO. 20-1219 GALVALUME SHEET STEEL CUSTOMER :JOSE SANCHEZ STRUCTURAL DUALITY ASTM SPECIFICATION A792-94 PROPERTY ADDRESS 55% ALUMINUM -ZINC ALLOY (HOT DIP COATING) AZ55 cITY, state Zip: W ASTM A792 GRADE 50 40�50 KSI MINIMUM YIELD llfal ✓ 65 KSI MINIMUM TENSILE 20'-2" FRONT ELEVATION d M N LEGAL NOTE m U.S. aowP to Tnla alawln b tI. U.S. Buildings, LLC AIry d�Ikmbn a/ Nb droww N Mwb ar In pert la '7"o A' v fordadm. Ary— den ao �I W aaaecctad undo Ow fc9 353 Industrial Park Or Boone, NC 28607 waft of Ma bW. SCALE: N.T.S. APPROVED BY: CHANDER NANGIA REVISIONS: ENGINEER'S SEAL DATE: 3/18/00 CHECKED BY: CHANDER NANGIA 11��pFESSj� ORDER NO. 20-1219 ER P �� N��i �2 CUSTOMER :JOSE SANCHEZ LQ�Q�� PROPERTY ADDRESS :1452 POMONA LANE cITY, state Zip: CHICO, CA 95928 C2 8 m MODEL: DWG: E X A20-12 MINS 'AL 22-2000 44'-5" REAR ELEVATION 2" 2" 4" (min) #3 Stirrups 018"CTC - 4-jj4" SEC A -A u 55" 9.-5""4" (min) ut I r I W.W.F. NLl 12.2 - #3 stirrups ®18"CTC 18" 4-#4" SEC B-8 SIDE ELEVATION 44'-5" i — i b FOUNDATION NOTES ' ARCH PANEL DATA LtIyHL IVIt Tnb dmrie9 I.+ the properlyy a U.S. Eiuoala9s Lu N LL(-; I. FAL MATEITUL AND wORKwN9dv SHALL CONPORN wrtH - N ON THE OTE: THE FOUNDATION DRAWING IS A SUGGESTED DESIGN DATA IN ACCORDANCE WITH ANSVASCE 7-95: N A THE R EOUIR✓EMENTS OF THE LATEST REWSON OF THE SOUTWN ONLY ONA+G75 r y BE NECESSARY DUE MINIMUM ROOF LIVE LOAD (PSF) = 40 e.tidden Au *o V L .m W pros d uneer Un NO N NC 28607 BOG 1990. DESIGN WC ro A9 CEsc-uav AND wnN ro IDCx BUILDING REGULA110N5 AND SITE OOBRgllS. L- . 24•• LO - B FOUNDATION PLAN 20'-2" FRONT ELEVATION GENERAL NOTES FOUNDATION NOTES ' ARCH PANEL DATA LtIyHL IVIt Tnb dmrie9 I.+ the properlyy a U.S. Eiuoala9s Lu I I , �3 u i I d i n g s v LL(-; I. FAL MATEITUL AND wORKwN9dv SHALL CONPORN wrtH - N ON THE OTE: THE FOUNDATION DRAWING IS A SUGGESTED DESIGN DATA IN ACCORDANCE WITH ANSVASCE 7-95: d.0katim of Mry !?I1.d -b. m .Inge r' or la van 1. VA.W 5 THE R EOUIR✓EMENTS OF THE LATEST REWSON OF THE SOUTWN ONLY ONA+G75 r y BE NECESSARY DUE MINIMUM ROOF LIVE LOAD (PSF) = 40 e.tidden Au *o V L .m W pros d uneer Un NO 353 Industrial Park Dr Boone, NC 28607 BOG 1990. DESIGN WC ro A9 CEsc-uav AND wnN ro IDCx BUILDING REGULA110N5 AND SITE OOBRgllS. L- . 24•• Pg: GROUND SNOW LOAD (PSF) = eterd of Ne la.. SCALE: N. T. S. REVISIONS: APPROVED BY: GRANDER NANGIA ANSL/ASGE �-ea. CE 7-9 • 1 THE FOUNDATION SHALL BE FT]UNDED ON HATINAL V :WIND VELOCITY (MPH) 100 �..� ENGINEER' ��.1� 2. NO LOADS CTKR THAN THOSE GM34 UNDER MICSICR UNDISTURBED ma CAPABLE OF SAFELY SUSTAa4NG Fuur SEISMIC ZONE _ 0FESS �+ DATE: 3/18/00 ( }� CHECKED BY: CHANGER NANGIA DATA" BELOW s1Au � NPOST:D ON iNE'SfROCnAiE" REssT Iwo PSF.ONIs SHALL EIS OF THE R ALL ROTATION AT THE 615E OF THE NTOf. � BOLTS: 5/16" s 18 K 3/4" GRADE 2 SAE OR ASTM A307 P� e e f'� ORDER N0. 20-1219 1 THE STRUCTURAL DESIGN OF TWS eunOdNG IS BASED ON N WITH Pl/rB 2. SLAB ON GRADE SH 1 BE RACED ON WELL CONPACTFD STEEL ROOF PANEL GAUGE = 22 GA STEEL VERTICAL WALL PANEL GAUGE = 22 GA (, E- ESE KAION NS. F LURE TO FOLNCE a *wRLY n INsiAICIKWNS FAADiS ro FTAEDW THESE RN5 saa �'� OF SusTNMNc Iwo vs WmgUT 7 STOmER :JOSE SANCHEZ SMALL BE THE �ON� "Y OF THE °�'10R APPREUVE E: SETTLEMENT. WALL PANEL DATA T STEEL RAVE PANEL CADGE = 22 CA GALVALUME SHEET STEEL /� �' CID PERTY ADDRESS :1452 POMONA LANE 4. BUILDING N MUST BE GROUTED PLACE ONCE THE ARCHES DESIGN DATA (MATERIALS) - °a"' STRUCTURAL OUALTY ASTM SPECIFICATION A792-94 +e0 ` 0 AB ERECTED AND TIGHTENED IN ORDER TOFULLRESCH L - 55% ALUMINUM -ZINC ALLOY (HOT DIP COATING) State Zi p CHICO, CA 95928 LOADING CAPACITY. WILDING IS 9J61ECT ro COLLAPSE 1. CONCRETE E•e �w0 rs o 2B DAYS K1 _ AZ -55 W C26786 - IF NOT FULLY GROUFED ACCORDING TD INSTRUCTIONS. z R DNFORCIHG STEEL GRADE 40, Fy - w KSL. ASTM M15 �. ASTM A792 GRADE 50 EL: 3. A PROFESSIONAL ENGINEER SHOULD BE RETAINS) iW.W.F.Fy -Tis K9, ,v^IM Alas. -3" 'SC KSI MINIMUM YIELD y r� .f EXP. �/1 IWHERE AZO- 1ZWS Pt SIE INSPECTIONS IRE WARRANTED 4• CONCfILTE TAX 9VlL l%NTNN 1�/SY FlBFR REaNFDRDNG 65 KSI MINIMUM TENSILE T 9T 20