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HomeMy WebLinkAbout079-240-015Bell Malcolm, Jr. 6085 Upper Mermo Rd., Oroville Permit `2894-81P,E(util.,MH) ELEC. C� r .. GAS SUPPORT STRUCT REQ. CGPACTION_ TEST_ REQ. Cohtr c 8 &'41 Mobile dome Ser ermit#2 , 5-81M,H/I Is"ue-af "/'7`-®� contra Holmes Mh Serv., Bangor Permit #155-82B(new capered decks/MH) ;014 vvu Y10�-� 01-0323 CHAP OBERT & DORTHY 7 6085 UPPER RMO RD., PALERMO CONTR. EXEC T1 OMES MOBILE HOME ON PE D O1t-3TD'696 r/n4 01-0324 / CHAPEK, ROBERT & DORTHY/D'3-1)/ 6085 UPPER PALERMO RD., PALERMO. CONTR: EXECUTIVE HOMES x '' FRONT & REAR DECKS % 03f'3i' iir n 01-01494 CHAPEK, ROB T 9-W-01, 6085 UPPER PALERMO RD. OROILLE CONT: EXECUTIVE HOMES DEMO a;6-4+s-09s.�' � � a3 597 CHAPECK, BOB o h Ol 6085 UPPER PALERMO RD. PALERMO CONT: EXECUTIVE HOMES DECK AND AWNING HA 01-1179 CHAPEK, R & D 1�0 ) 6085 UPPER PALE ., ORO 1 CONT: CURTIS CONST. AWNING OVER EXIST DECK '., .: - .•�, �aQ• .ro:alb oi-1963-. CHAPEK; :ROBERT,& DOROTHY 6085 UPPE,R.PALERMO, PALERMO, CONT: DON SCHRIBNER aNEW 24X`50 GARAGE 0&644 99 - 03AG210 CHAPEK,ROBERT 6085 UPPER PALERMO RD, OROVILLE Cont: OWNER AG EXEMPT BUILDING 0-79- PL�OO/S'- H 015 1 1 klq „- .4 r NOTES i i t l RESIDENTIAL 036-310-096 01-1963 CHAPEK, ROBERT & DOROTHY 6085 UPPER PALERMO, PALERMO r CONT: DON SCHRIBNER ' NEW 24 X 50 GARAGE I SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) 10 ✓/ Signature I V= OK 4. 0 = Not OK 3. 4. =•Not Applicable MOBILE HOMES = Not Ready 5. Date MOBILE HOME UTILITIES (Plans) OK except #'s 6. 1. Zoning Requirements -Setbacks -Easements Well Clearance 3 Disconnect 2. Soils; Special MH Support Sketch 8. 3. Sewer: Location -Test -Fall -C/O -Concrete MISCELLANEOUS Date 4. Water; Location -Test -Easement Needed (Sketch) 3. 4. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 5. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ PLPG 6. 7. Well Clearance 3 Disconnect 7. 8. Utility Clearance 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Date Roof; Shthg-Roofing Card B-1 Date Card B-1 Date Ext.; Steps -Doors -Landings Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test -Demand -Valve -Connector Date 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 9. Health Department Approval Date 10. Card B-1 Date Card B-1 Date 11. Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS RPORTS GARAGES (Plans) OK except #'s 3. 4. oning. Requirements -Setbacks -Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- 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 J=OK 0 = Not OK - = Not Applicable = Not Ready Date RESIDENTIAL (S Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties- Purlin-Rolf Brac.-Truss-Shting. -Ring. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ )"' Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ f' Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel- Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs& C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor ❑ Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Instld./Drive J Yes D No/Walks J Yes J No/Planters J Yes J No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certificate -Other Certificates 94. Address Posted Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sills 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. =ire 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-Rftr. Ties- Purlin-Rolf Brac.-Truss-Shting. -Ring. 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-Mech. 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 ❑ Yes 82. Following Instld./Drive J Yes D No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-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 -t Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: e COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville; California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT D/-/9(103 ASSESSOR PARCEL NUMBER 036-310-096 ZONING AR 115 - BUILDING PERMIT OWNER CHAPEK ROBERT & DOROTHY TELEPHONE 532-1486Q SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 6085 UPPER PALERMO RD CONTRACTOR'S NAME DON SCHRIBNER TELEPHONE 695-3038 CONTRACTORS MAILING ADDRESS 195 WASHINGOTNST. GRIDIEY, CA 9594,9 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAWNG ADDRESS Plan Checking Fee $ ' BUILDING ADDRESS 6085 UP Energy Plan Checking Fee 1140 $ PERMIT FEE $ 3,91.25 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filin -'20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Iq Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New Xi Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 1VRW iLL X 50 GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 020.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 600V OR LE Main Service .0. 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 pin� full force and effect._ License Class /) Lic. No. S d -F OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWEUJNG OCCUP. OR ADDNS. ( & ACC. BLDS. SO 3.5¢,: 42 G p°�IDT' MULTI.OUTLET 97.50 R APPARAT 8 SINGPOWEIE OUTLETUS CIR. Ex. OCCU OUTLET OR FDrrUREs BAL I.w Ex. Occup.GFlXU7�D7g 891.1 E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ r-9 On WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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' jornpensation insurp e carrier and policy number are: Carrier Gf N Policy Number (The above sections ne d hof ire i5ompleted if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. n X �/�.,,.y�2-�_ Date 0 �_ Sign tures e�pplicant - ❑ Owner R- Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ 0 C U CONST. TYPE VN TOTAL FEE $ 453.25 Z. _ D FEES IMP _ X FLooD X CDF X PARCEL x PD v HD X ISSUFi This permit is hereby issued under of the Butte Coun Code and/or indi e e for ich fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Da7 7 O/ 9�� Date Receipt No. Ill 776 4 WHITE-D.D.S.-B.D. CNAR •ASS SSOR PINK -INSPECTOR GOLDENROD -APPLICANT Y{ii�r_-.::t'-,...JIINifwlru..`.i�...�• r .-r.i_ • .u_f..c�"'°' t r ,� =_.`. .e. i- _pit;:�, COUNTY OF BUTTE - DEPARTMEjVT7 PDEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE,'CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARC ER: Proposed Building Use: Building Inspector: Date: I At time of permit application, was ad sed the following data mus be bmitted prior to permit processing and/or issuance: Date Received By 1. All items have been submitted.---------------------------------------------------------------------------- Vot plans,3/4 sets, signed by the preparer of plans. ---------------------------------------------------- mplete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 115. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ El8. Hazardous Material Form.--------------------------------------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ---------- 0 10. Fees of $---------------------------------------------------------------------------- ❑ 11l111. Impact fees as shown on the attached schedule. -------- -- ---------------------------------------------------- 49(i California Department of Forestry plan approval/fees. � ------------------------------ -�aAZ 3. Flood elevation certificate. -------- - ------------------------------------------------------------------------ Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: O )C_ (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Draina egal Parcel. ----------------------- 1:119. ---------------------- ❑19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑ ❑Pre -inspection for required. Request to Building Inspector on (Date) 71. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ±� 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ❑/29. ❑433 �j 30. Other: Ten you is: elephone and hold for pickup at Copy of Haz-Mat form sent o Health Department, ❑ Fire Department, ❑ ' dvolluti • n Date: By: Copy of plans sent ❑ Health Department, o Fire Department, ❑ Other' Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: / c7� Contractor, designer, owner, was advised of the above required data by o phone, o mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by D to Plans reviewed by: Date: Plans approved by: Date: Z Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.H. U4 ONLY Plot Plan Attached Floor Plan A ehe Sent to S.D. / 1 Owner Location AP# Plan Approved for: Sewage Dispo Water Supply: Public Private W�� Clearance for dwelling. Other C� , Hold final for: Final clearance O.K. for: (VOTE: Environmental He 8/96 Specialist Date Oct=X10-00 '12:00P P-01 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY 6UILDING ONE: BUILDING PMT. # OWNER: MAIL ADDRESS: SITE ADDRESS:_ PROPOSED USE: f^ 9. Will this building be occupied at anytime as a living area? Yes: No: _ SITE CONDITIONS: 10. Is the stricture foundation within 5' of septic tteaser or 10' of leach lines? Yes: No: K7 ll. Is any portion of the proposed structure-Ic - than 29' to your front property line? Yes. NO: '12. Do you plan to add a driveway or modify existing access to a county maintained road? Yes: No, �— 13. Will the proposed structure encroach within any recorded easement? Yes: _ No: CONSTRUCTION FEATURES: 14. Will this building have insulated floor, wells, or ceiling? Yes: No: 15. Will thi's building be heated or cooled? Yes: No. 16. Will this building have a water closetltoilet? PLEASE ANSWER QUESTIONS 1.20. PLEASE EXPLAIN YES ANSWERS (2-1e) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE _ No: PRECEDE EACH COMMENT WITH RELATED QUESTION 0) Will this building have a sink? Yea: No- x- GENERAL INFORMATION: Will this building have a water heater? Whatype of floor covering will the building have? Yes: 7 No:� t. Is there a primary owelling on the property? Yes: _� No: - 2. Is the structure already built, under construction, or under notice of code violation? Yes. No: K_ 3. YYII items produced in this building be offered for sale? � "Yes: _ - - _ .Mo: 4. Will the public have access to this building? Yes: _ No: �- 5. Will any advertising, on or off site, be associated with the use of this building? Yes: --_ No: _ 6. Will this building be occupied at any time as a sleeping quarters? Yes: _ No: 7. Will this building be occupied at any time as an eating area? Yes: No: 8. Will this building be occupied at any time as a cooking area? Yes: No - 9. Will this building be occupied at anytime as a living area? Yes: No: _ SITE CONDITIONS: 10. Is the stricture foundation within 5' of septic tteaser or 10' of leach lines? Yes: No: K7 ll. Is any portion of the proposed structure-Ic - than 29' to your front property line? Yes. NO: '12. Do you plan to add a driveway or modify existing access to a county maintained road? Yes: No, �— 13. Will the proposed structure encroach within any recorded easement? Yes: _ No: CONSTRUCTION FEATURES: 14. Will this building have insulated floor, wells, or ceiling? Yes: No: 15. Will thi's building be heated or cooled? Yes: No. 16. Will this building have a water closetltoilet? Yes: _ No: 17. Will this building have a sink? Yea: No- x- 18. 19. Will this building have a water heater? Whatype of floor covering will the building have? Yes: 7 No:� 20. What type of wall covering will the building have? ���ii✓"7� — t ADDITIONAL INFORMATION: I hourby affirm under penalry of per,ury the above Inftonnarion Is true and correct. I understand that any C11211geS to the use, Of Ch2f2Lt6r Of use, of this building will require permits from the perm-ting authority. I undoislard that Real Estate laclosure laws require disclosure of this information if or when offered for sale. 0 NEWS-90HATURE DA OWNER'S SIGNATURE DATE FOP OEPARTMEMIAL USE - REVIEWED BY: DATE: COMMENTS: 10 d d 10 : Z T 00--OL-1'-)0 PLOT PLAN 4' 3 a REVIEV1iED BY BUTTE Ff FORESTRY F DEPT. CALIF. DEPT- o approved as sut)mitted approved with condi`:o pr er i � l 'r Date �s naWre h a {OO CARES AND EQUIPMENT SEMENS• ', I',; ' Au, STRU S4-1ALL BE CLEAR OF ALL �. FROM TRE SIDE OVERNANC�S LINES AND ; A SET BACK OF y THE REAR PROPERN p FT. FROM CENTERLINE SIiAt;c �� FT. FROM THE RA�dD EQUIPMENTC';c,;�}kz, " OF STr�UC o l3RE NG CLEAR VE OV _RHA ;� AOR A 2 L C l = SD ;;':` . •,.,�� �.;<,•,g� ,:. a: V' i� ��D/ S�l + �� ol `��ep V �QEPARTMV P'R'O fig, enn4D.5C :gt%fD 3r:t:1 I� .� j ( �• _ii; . � � ;F�,,�`t Vii' of .41: 'A f . .. �• ,d r fjj•a 74%. •. •Y1:i \f �� a. `� ' ''f�!es'••. ,� • '�. •_ani 'f�'^ & vAi4:i, CARES AND EQUIPMENT SEMENS• ', I',; ' Au, STRU S4-1ALL BE CLEAR OF ALL �. FROM TRE SIDE OVERNANC�S LINES AND ; A SET BACK OF y THE REAR PROPERN p FT. FROM CENTERLINE SIiAt;c �� FT. FROM THE RA�dD EQUIPMENTC';c,;�}kz, " OF STr�UC o l3RE NG CLEAR VE OV _RHA ;� AOR A 2 L C l = SD ;;':` . •,.,�� �.;<,•,g� ,:. a: V' i� ��D/ S�l + �� ol `��ep V �QEPARTMV P'R'O fig, enn4D.5C :gt%fD 3r:t:1 I� .� j ( �• _ii; . � � ;F�,,�`t Vii' of .41: 'A f . .. �• ,d r fjj•a 74%. •. •Y1:i \f �� a. i .; ,. CDF FIRE SAFE REQUIREMENTS 496ev— AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [ 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Drivewav Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other apparte-rant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. ] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius J 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [�9 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. L�1 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [�] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3--. d� a AP # PERMIT # NAME [] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but 'I less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 80'0 feet, turnouts shall be provided no more than 400 feet apart. [�] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates '] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [ 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. 14 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [� 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from u1] property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi:ial inspection of a building permit. Page 2 of 3 R I ` r 36 AP # PERMIT # Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 0% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 1�1 a l PLOT PLAN /Vme C It •"0VCv� f3uf'le County Env ironmental Health a Signature �'r�•'•,�+� inti ��� ,�1 M ✓ . :;,tip _ ,I psi O59 do oh to ( B P DEPARTIN ' I SA if,: ��•, RFi t r• , Y kdo r �'r�•'•,�+� inti ��� ,�1 M ✓ . :;,tip _ ,I psi O59 do oh to ( B P DEPARTIN NOTES RESIDENTIAL 036-310-096 01-0324 CHAPEK, ROBERT & DORTHY 6085 UPPER PALERMO RD., PALERMO CONTR: EXECUTIVE HOMES FRONT & REAR DECKS SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER i JOB FINALED (Date) Signature V= OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10.. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 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, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10.. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Vdlts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip, w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-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 J=OK 0 = Not OK = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) = Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting. -Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 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 61. Insulation -Walls -Ceilings Date 62. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date 17. Water Htr.; Vent -Access -Combustion Air Baffle Date 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 67. G.F.I. & Bath Fixtures & Tub Access -Spa Date 68. Card B-1 Date Card B-1 Date 69. Card B-1 Date Card B-1 Date 70. 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. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes O 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 82. Following Inslld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No Date 83. Card B-1 Date Card B-1 Date 84. Card B-1 Date Card B-1 Date 85. 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 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval Date 93. Card B-1 Date Card B-1 Date 94. Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 40. Sills Proper Materials & Anchors Date 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound Date 42. Bearing Walls over Girders & Floor Nailing Comments at Final: 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties-Purlin-Roll 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 Root 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-Mech. 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 ❑ Yes 82. Following Inslld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-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: COUNTY OF BUTTE - DEPARTMENT QF DEVELOPMENT SERVICES - BUILDING DIVISION 7'County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT NO. (Rev. 12/96) APPLICATION ANN. PERMIT Uv ASSESSOR PARCEL NUMBER 036-310-096 ZONING ARL 1/2 BU I LDI NG P ERM IT OWNER CHAPEK 71 TELEPH E - 775-2126 SO. FT. OCC. BUILDING VALUATION 330 OWNER'S MAI NG ADDRESS P.Q. BOX 949 PAIM0 CA 99969 lon 0 CONTRACTOR'S NAME EXECUTIVE HONES 530 TELEPHONE 891-6992 CONTRACTOR'S MAILING ADDRESS 1040 L CONSTRUCTION LENDER NONE Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 4 410.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 72.00— ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ 09 BUILDING ADDRESS 608 URPER PATERM0 ED, PALERMO CA 99968 Energy Plan Checking Fee ' $ PERMIT FEE $ 139.00 IAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome J] Other )VIM �' SPECIFY Each Trap 7.0023.00 Solar or heat um water heater Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New IQddition ❑ Remodel ❑ Utilities ❑ Installation Other EK Describe Work: 10'X33' FRONT DECK 10'X 30' REAR DECK Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 'OA OR LESS 23.00 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 II orce and effect.//� 6e.3 License Class Lic. No. (p WNER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier P�i2/, 0— /VA7rlb l�i9 �- Policy Number.C- (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall orthwith comply witth e provisions. A_1-�Date v? /9; �O� Signature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Service TO 200ALICENSED 46.00 NEW CONST. DwELDWELLINGMain WEE No oCCUcuP. Fo: ( BLDS3.50FT. NEW CONST. MUAiCTC. NON -REBID. @7.50 POWER APPARATUS a 'SINGLE otmET aR. Iw EX. Occu . OUTLET OR FIXTURES SAL @ . FIXED APPLNS. OR Ex. Occup. ouTLErs RESIO. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FELE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 139.00 H FEES P �- FLOOD CDF PD HD r This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By AA�J� PERMIT EXPIRES ON 7 the applicable provisions Resolutions to do work been paid. "' /3 /Date s c � to Receipt No. 3 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -IN R G LDENR D -APPLICANT COUNTY OF BUTTE -DEPARTMENT GEED 'hLOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, .CA.L)FORNIA 95965 - TELEPHONE (530) 538-7541 01} 4 PERMIT APPLIC1'T1�ON DATA SHEET OWNER: P f (< ASSESSOR. PARCEL NUMBER: � 26 — 3 (o — o!56 Proposed Building Use: _QtF h! e e 1[ T Building Inspector: Date: At time of permit application, I was advised the following data' it be sub ed prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- D2. Plot plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ 03. ----------------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----- :--= =------------------------------------------ ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ----------------- ❑6. Energy Design Compliance and supporting documentation. --------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.-------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ 09 anufactured Home data and installation instructions including Tie Down Specifications .------------------ 0ees of $ 4/_ 00 ------------------------------------------------------------------------------------- 3 Z 3-6 / 01 — Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ------------------------------------ ---------- 0 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy) - --------------- ------------- ❑20. Pre -inspection for required Request to Building Inspector on ' (Date) 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ El 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, []Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- -------------- E130. ❑30. Other: ------- When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. ❑ Telephone and hold for pickup at office. ❑ Deliver with inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: to ❑ Plan Check List 2. Additional items required: I 5 5 !n E L,// Q f- 03e:3 Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by.Date: Sets of plans on hold in 11Plan Cabinet, ❑ A.P. folder. Note transfer by: 6)Date. Yellow Copy - Department of Development Services, Building Division. Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements HAPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes of alterations on same without written permission from the Building Division, County of Butte.' All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C), and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, HVAC equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. ❑ Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. ❑ Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met: ® All structures and equipment including overhangs shall be clear of all easements. A setback of 30' from the side and 30' from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed arclutect. `` �� FILE BUTTE COUNTY COPY BUILDING DEPARTMEW Page I of I A �P P R OV E D Owners Name: Chapek Building Permit Number: 01-0324 Plans Examiner: Glenn Gibbons f, N S661 4M O Q K ACoO r LQr.p � 9 A LL \ d e ti141 M W IY 1 dl S 'NIG+/,. °l F 'XVWdo +► k— w cc �� 30f 11 r I I 1N913fi lltl2i�llnfH/A •: �' 7' cc 9 II I L.�� s rbE 1 i�' I s Ti 7ul 4CON l o o~ JI -- i L Nw " I d .• • •• O �I 1 •� Z LL 'Xdw r W W et x N co LLJ Q x.44 x_ �? �a r 0 OrW x a Z2 �. x C-) 2 j ;T Xuwy PAF DOM #MV 1 •� 0 vE., Do L � O � `T 1_. �,� 'err y'jr ft"TTE-COUNTY NG DEPARTME PPRIte A V�o rp AE 40 ID 2?o ,fo, 5 e �,✓9 7 - ,r- * Do, e! 0 7 (/ X1 61A 4,045- zi ",f &,e, 046gemo L 36 --3 /0 le— 036-310-096 1 01-0494 CHAPEK,ROBERT 6085 UPPER PALERMO RD. OROV.ILLE CONT: EXECUTIVE HOMES DEMO ,. .. ...7 .. �. .h -sof.. r v ... - ., w..,.. .. .. t.?.• w .• .. ✓.. .. COUNTY OF BUTTE - DEPARTMENT OF gEVELOPMENT SERVICES - 13UIL'DINGxDiVIS10N 7 County Center Drive • Oroville, California 495965 Telephone (530)-538=7541- PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT "II _011/ it -el ASSESSOR PARCEL NUMBER 036-310-41196 ZONING 1 e 9 BUILDING PERMIT OWNER ASA F . /... TELEPHONE SO. FT. OCC. BUILDING VALUATION _ PST OWNERS MAILING ADDRESS Q 4 } 05068 II CONTRACTOR'S NAME IFYMMVP U0473 TELEPHONE CONTRACTORS MAILING ADDRESS 3041 I. c Q r c CONSTRUCTION LENDER - LENDER'S MAILING ADDRESS Fireplace Total Valuation $ • ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ • ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 5085 UPPER FLAT FRM RD, 12ALIPRMO Energy Plan Checking Fee $ PERMIT FEE $ qS M LAT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ MobilehomeY[ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other [ii Describe Work: DEW Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G WR!T PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A DOM.SS 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 X14 % Lic. No. IC �, ; 3 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑'-I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier —,ir_ r :••,c,. 1,4. t r Main Service zooA TO L000A 46.00 NEw CONST. DWELLMIG occuP. OR ADDNS. ( 8 ACC. BLDS. 3,5¢F•°• LNO1+RESID. EW MULTI -OUTLET CIRCUITS @7.50 POWER APPARATUS 8 SINGii OUTLET CIR. EX. Occup. OUTLET OR FIXTURES .00 BAL 20 ®I.50 Ex. Occup. °M R D.D ALNS°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Policy Number " "AJ n `, I v w t= (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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. XDate " ��_"`/�'/ Signature of Applicant ,- ❑ Owner El -Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction`-, of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE 35.00 FEES IMP I FLOOD I CDF PARCEL I PD I HD ISSUE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By��/= 1141.t PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date_ ate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF, DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541P R IT NO. (Rev. 12/96) APPLICATION AND PERMIT* 19/-o�7 ASSESSOR PARCEL NUMBER 036-310-096 ZONING AR 9 149 BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION FST 500-00 . OWNERS MAILING ADDRESS 1 949, P11 ERM0 95968 CONrRACTOR'S NAME TELEPHONE CONTRACTORS MAIUNG ADDRESS 3049 ESPLANADE, CHICO 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 15.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 6025 1112PRRR 1241 RRMQ RI), PALERMO 95968 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome)d Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Udlifies ❑ Installation ❑ Other J( Describe Work: DF'IyIO Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 020.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service "...OR lBSS 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. jj License Class Lic. NO. (D 5ps-e3 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. gave 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' compensa In Insurance carror e policy number are: Carrier c;�C�,l�t�c_e�. Policy Number .D 3"714-2- E (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date Signature of Applicant - ❑ Owner VUontractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or constructio of structures over 3 stories in height.�— Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNGOCCUP. 3.5Qso OR AC�� MUC NON•RESID. IOUTLET @7.50 wER APPA U IFS OJGLE olmEr CIR. EX. OCCU OUTLET OR FDMAES BAL O x00 .80 Ex. Occu . ovnE-°rs PRL.1ID,DEa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 35.00 HAz. D. FEES IMP FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated ove for h fees have PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. 0 to ReceiptNo. :314781/00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT M Demolition Permits Asbestos Notification Statement Date Pursuant to section 19827.5 of the California Health and Safety Code, all demolition permit applicants are required to fill out this form. "19827.5. A demolition permit shall not be issued by any city, county, city and county, or state and local agency which is authorized to issue demolition permits as to any building or structure except upon the receipt from the permit applicant of a copy of each written asbestos notification regarding the building that has been required to be submitted to the United States Environmental Protection Agency or to a designated state agency, or both, pursuant to Part 61 of Title 40 of the Code of Federal Regulations, or the successor to that part. The permit may be issued without the applicant submitting a copy of the written notification if the applicant declares that the notification is not applicable to the scheduled demolition project. The permitting agency may require the applicant to make the declaration in writing, or it may incorporate the applicant's response on the demolition permit appli- cation." Attached is a copy of my written asbestos notification.to the United States Environmental Protection Agency for the demolition project located at Signature of Applicant 6R I hereby declare that a written asbestos notification to the United States Environmental Protection Agency is not applicable to this demolition project. c�. ignature of Applicant 2/19/91 Butte County Building #7 County Center Drive Oroville, CA 95965 RE: 6085 Upper Palermo Road, Palermo CA A.P.N. 036-310-096 To Whom It May Concern: It has come to our attention that the property we purchased in January 2001 has a garage that was built without permits. It was our intention all along to demolish this garage and replace it with a new one. Executive Homes will take out a permit for the demo of the garage. The demo will be complete within 8 months. 2474 AK' / 3 04��'O / Robert Chapek / Da4e Doroth hapek / Date K SC/STIN is Polo/°05 D =5`9 O yv .00, po loll (OdOP )COO AO,9,eW—,I- 100 roe, .� rf I Ti- slorz '0 9%X/D' moiV 036 -3/0 - qo DWARTMM 7,77 7� A::. NOTES RESIDENTIAL 0363-10-096 CHAPEK, ROBERT & DOROTHYI 6085 UPPER PALERMO RD., ORO CONT: CURTIS CONST. AWNING OVER EXIST DECK -__j 0 - D3Z4- 0/ ' D 4-q+ 11 SPECIAL CONDITIONS II SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED Signature CHECKED BY V= OK 4. 0 = Not OK = NotiApplirable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Well Clearance & Disconnect 2. Soils; Special MH Support Sketch 8. 3. Sewer; Location -Test -Fall -C/O -Concrete Date DECKS,.COV_ER§{CARPORTS GARAGES (Plans) OK except #'s 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector FINAL (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged Elec.; Pool Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Can. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 11. Cert. of Occupancy Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 12. Permanent Foundation Only; License Decal Health Department Approval 10. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date DECKS,.COV_ER§{CARPORTS GARAGES (Plans) OK except #'s 3. 4. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Wood Awn.; Posts-Beams-Rhrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-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 J = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) Not Ready Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped Date 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 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 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Date 58. Card B-1 Date Card B-1 Date 59. Card B-1 Date Card B-1 Date 60. 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 Date 20. Shower Pan; Test, First Floor -Tub Access Date 21. Test Tub & Shower, Second Floor -Tub Access Date 22. Gas Pipe; Sixe & Anchors 63. Ext. Steps -Door & Sidelight Protection -Landings Date 64. Card B-1 Date Card B-1 Date 65. Card B-1 Date Card B-1 Date 66. ELECTRICAL (Permit) OK except #'s 23. =fixture & Transformer Clearance -Ins. Protection G.F.I. & Bath Fixtures & Tub Access -Spa 24. Elec. Receptacles Spacing -Lights & Switches at Doors Elec. Trim & Subpanel, Breaker Sizes & Labels 25. Size Boxes & No. of Conductors Stapled Stairs & Rails 26. .Romex Installed Close to Edge of Studs & C.J. 70. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 71. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 72. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 73. 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes ❑ No 74. 31. Service -Riser Conductors & Ground Main Disconnect 75. 32. Equip. Clearances Panels-Motors-Mech. Equip. 76. 33. Clothes Closet Light -Shower Light -Spa Light 77. 34. Smoke Detector 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection Date Insulation -Foam -Looked in Attic Card B-1 Date Card B-1 Date Guard Rails & Deck Construction -Post Caps Card B-1 Date Card B-1 Date Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 82. 36. Vent Fan, Exhaust above insulation 83. 37. Condensate Drain & Overflow, Size & Grade 84. 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 85. 39. Attic Access & Platform if Furnace in Attic 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground Date Ventilation Throughout House Card B-1 Date Card B-1 Date Glass Protection Card B-1 Date Card B-1 Date Corrections from Previous Inspections FRAMING (Permit) OK except #'s 91. 40. Sills Proper Materials & Anchors 92. 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 93. 42. Bearing Walls over Girders & Floor Nailing 94. 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-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. Inf iltration-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-Mech. 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 ❑ Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-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: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ERMIT NO. ,(Rev. 12/96) APPLICATION AND PERMIT AS R!PC6N6h1�FjR �'-�� (�ll�� ZONING BUILDING PERMIT OWNER & CHAPEK532-1486 TELEPHONE SO. FT. OCC. BUILDING VALUATION 442 CUT .OWNERS MAILING ADDRESS 5085 UPPER PALERMO 'RD. OROVILLE CA ER ' CONTRACTOR'S NAME CURTS CONSTRUCTION TELEPHONE 534-3362 CONTRACTORS MAILING ADDRESS ;367 HURNINGSIDE DIR.66 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ 81.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 52.65 BUILDING ADDRESS 6085 UPPER PALERMO AD. OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE S 153.65 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome`%, X Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: AINKNG OVER iD(ISTING DECK Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI G1 W E@20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service ". AOR 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 i ' full force and effect. License Class Lic. No. �ri "� %� 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I am exempt under Sec. Business and Professions Code for this reason Main Service 200A 1000A TOLING 46.00 NEW CONST. DWELLING OCCUP. CCU OR ADDNS. ( & ACC. BUDS. SO 3.52FT: NC.FIEOSIDT. MULTI.Ou C.,TT. @7,50 OWER APPARATUS 8 PSINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURESBAL @' a Ex. Occup. J.ED D OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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' compens ith o 'on provisions of section 3700 of the Labor Code, I shall fort with m provisions. ( i Date _ LS?iJatur4_ of Applicant - ❑ Owner Contractor ❑ Agent SHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 1 53.65 HAZ. D. FEES IMP FLOOD CDF PARCEL HD E This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date d J Date Receipt No. 5 WHITE-D.D.S.-B.D. CANARY -A S O PINK -INSPECTOR GOLDENROD -APPLICANT 0 pAl, 7-/,V is e 4 ev ly�pj- I tic, 0, PR ri p ,p5.e to ip) lo I ...10A "30 po0 017) PP& 7c) 'BUTTE COUNTY 3UILDING DEPARTMENI APPRQ 0) NOTES + RESIDENTIAL 036-310-096 01-0597 CHAPEC K,BOB 6085 UPPER PALERMO RD. PALERMO CONT: EXECUTIVE HOMES DECK AND AWNING G 1 .. P G • 4 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS _ SUB -STANDARD HOUSING LETTER _ JOB FINALED (Date) c Signature ✓ = OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s . Zo ' Requirements -Setbacks -Easements F ngs; Soils -Size -Depth -Spacing -Connectors -Steel Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails ood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 1. Zoning Requirements -Setbacks -Easements Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 2. Soils; Special MH Support Sketch Carports; Windows -Doors 3. Sewer; Location -Test -Fall -C/O -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Siding; Nailing -Veneer -Stucco -Mesh 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Roof; Shthg-Roofing 7. Well Clearance & Disconnect Ext.; Steps -Doors -Landings 8. Utility Clearance Braced Wall Panels Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. 1. Zoning Requirements -Setbacks -Easements 2. 2. Footings; Size -Spacing -Marriage Line 3. 3. Gas; MH Test -Demand -Valve -Connector 4. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. 5. Drain; MH Test -Fall -Flex Connector 6. 6. Water; MH Test -Regulator -Connector 7. 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. 8. Gas and Electricity Tagged 9. 9. Tie Downs -Type -Installation Cert. 10. 10. Exits; Insp.-Sketch 11. 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, COVE5S, CARPORTS GARAGES (Plans) OK except #'s t / ! O . Zo ' Requirements -Setbacks -Easements F ngs; Soils -Size -Depth -Spacing -Connectors -Steel Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails ood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool lghtg. Boxes- Enclosures- 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 RESIDENTIAL (E Date 46. Underfloor (Plans) OK except #'s 1. Zoning-Setbacks-Easements-Flood-Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils-Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel-Wrapped 8. Piers-Fireplace Ftg.-Steel 9. D.W.V.; Fall-Fitting-Test-2 Way C/O-Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test-Anchors-Regulator-Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance-Material-Support-Ins. 14. Girders-Sills-Anchor Bolts-Joists- Vent s-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. 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 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. 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. 27. Equip. Ground made up w/Mech Fasteners-Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subieed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI-Oven Circ. / / ga Cu or At Insulated Neutral ❑ 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 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. 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 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills 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 & Bearinq jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-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-Mech. 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 I] Yes 82. Following Insild./Drive D Yes D No/Walks D Yes D No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-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: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION . . 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 1 PERMIT NO. (Rev.12/96) ` APPLICATION AND PERMIT & QS -27 ASSESSOR PARCEL NUMBER 036-310-096 ZONING BUILDING PERMIT OWNER BOB CHAPEK TELEPHONE 71 —264-8221 SO. FT. OCC. BUILDING VALUATION 480 C 6,240.00 . OWNERS MAILING ADDRESS PO BOX 949, PALERMO 95968 CONTRACTOR'S NAME EXECUTIVE HOMES TELEPHONE 891-6992 CONTRACTORS MAILING ADDRESS 3042 i CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 90.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 58-50 BUILDING,TgT UPPER PALERMO RD, PALERMO Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Lx Other SPECIFY Each Trap 7.0023.00 Solar or hest um water heater Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other It! Describe Work: DECKAND AWNING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service ".."A 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 ' full force and effect. you License Class ' 44 Lic. No. 10:x( 7.(� 5 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service To 46.00so CCS.U000A NEW coNsr. DWEwNo occuP. 11E OR ( 3.596E -T°. cod Mu C TLET NON-RESID. 97.50 POWER APPARATUS 8 SINGLE CIS. R FIXTURES EX. OCCU OUTLET ORFORUREs 0''50 A20 L 00 FIXED APPLNS. OR Ex. Occup.OvnETs RESID. EA 5,00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is issued. F, I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensab;gIQsuran�e carrier and policy number are: Carrier S4dGr,u�( 1U.•t1� Policy Numbdr W - (rhe above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) 131 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 lfhwith comply with those provisions. X Date oil¢ lJ Sign Applicant - ❑ Owner/� Contractor [3Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction7 of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE, TOTAL FEE $ 168.50 HAZ. D. FEES IMP FLOOD CDF PARCEL PO H ISSUE This permit is hereby Issued under of the tte County Code and/or ind' ate for hich fees have By ✓v ` PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Datr b� �/ 27 0 ?__ Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT l COUNT.' OFBUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION . :YF 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector: Date: 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 iiems have been submitted. ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. ----------------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes!------------------ 116. ----------------- ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ---------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- ❑ Flood elevation certificate. --------------------------------------------- 4. Sanitation and plot plan approval QqQ Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- 1116. -------------------------------------- ❑16. Plot plan and business license approval from the City of Biggs. --- 1117. -- ❑17. Planning approval for (A) Use: (B) Parking: a ----------- --------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- _ ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- _ ❑20. Pre -inspection for required.. Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). -----=------------------------------ 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner El) - --------------------------------------- 024. --------------------------------------❑24. Letter of signature authorization.-------------------------------------------------------------------------------- _ ❑ 25. Recorded copy of Agricultural Acknowledgment Statement.-------------------------------------------------- 026. -------------------------------------------------❑26. Letter of intent on building use.----------------------------------------------------------------------------------- r ❑ 27. Manufactured Home utility clearance.--------------------------------------------------------------------------- _ ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- _ ❑29. 043 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- E130. --------------❑30. Other: ------- When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. ❑ Telephone and hold for pickup at office. ❑ Deliver with inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By; Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By; (Date) 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildingg/ kb con unter, by Dat . Plans reviewed by: Date: Plans approved by: / Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department'of Development Services, Building Division. 4 ged� E ONLY Plot Plan AttFloor PlanA Sent to B.D.! TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location m AP Plan Approved for: Sewage Disposa Water Supply: , Public rivate Well Clearance for dwelling. Other A.- -- n EI( v7 1'tI m n,.,_ Hold final for: Final clearance O.K. for: NOTE: vironmental Health Specialist Date 8/96 LL J 'r4; co U3 Lu Z6 (0 11 ige 131 A allO UO/413149 ® N3NI7 O.. t Y - ��, { tiS2v '. I C*4 U) E ZQiV 0 0 _0 (D 7A T AXINW .1W It C. LU T-1 2famvsa NVO.V.7VN APPROVED Butte County EnvgOnmental H alth Signai Nooa s6v1.9 oNians H9WV % L NI-)IIVM .44% "Al MAR 6 7 County Vrnle, urive { Orov�lfe, CaN,,.-� ✓,r•.� APPROVED ! i Butte County ' • ' Environmental Health Date A f A --- Signature t- ✓ r i0 c5 C /¢L t l = S0 i O M 00 1ool. i' oeM SPR°PaoE� �Bt E ao r V N iD if t ;LECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 11 -Apr -2001 2001-0014309 Has not been compared Nith original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. ROBERT CHAPEK & DOROTHY CHAPEK REAL PROPERTY OWNEWLESSOR P.O. BOX 949 MAILING ADDRESS PALERMO, BUTTE, CA 95973 CITY COUNTY STATE ZIP 6085 UPPER PALERMO ROAD INSTALLATION MAILING ADDRESS, IF DIFFERENT PALERMO, BUTTE, CA 95968 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write'SAME") MAILING ADDRESS CITY COUNTY STATE. ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP 01-0323 (530)538-7541 B5 PERMIT NO. TELEPHONE NUMBER 4/10/01 I ATURE OF fOCAL AdW&Y OfFICIAL DATE NONE DEALER NAME (if not a dealer sale, write'NONE') DEALER LICENSE NO. FLEETWOOD 2001 SUNCREST/466-3G MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER CAFL117A/B24394-SC13 66' 8" X 25' 8" RAD1313544/45 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER A.P. #036-310-096 HCD FORM 433(A) REV. 8191 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. Order No. 00194579-001 03 G- 3 i 0- 0 96 EXHIBIT A THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL I: BEING A PORTION OF SECTION 34 AND A PORTION OF THE NORTHEAST QUARTER OF SECTION 33, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. b M., AND MORE PARTICULARLY DESCRIBErD AS FOLLOWS: COMMENCING AT THE QUARTER CORNER COMMON TO SAID SECTIONS 33 AND 34; THENCE ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 33, SOUTH 894 25' 30" WEST, 1311.98 FEET TO THE SOUTHWEST CORNER OF THE EAST HALF OF THE NORTHEAST QUARTER OF SAID SECTION 33; THENCE NORTH 00 03' 30" WEST, ALONG THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF SAID SECTION 33, A DISTANCE OF 302.64 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, CONTINUING NORTH 00 03' 30" WEST, ALONG THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF SAID SECTION 33, A DISTANCE OF 432.00 FEET TO THE SOUTH DINE OF THE PARCEL CONVEYED BY DEED FROM MORLEY HENDERSON AND WIFE TO T.H. SMITH AND WIFE IN BOOK 416 OF BUTTE COUNTY OFFICIAL RECORDS, AT PAGE 224, NORTH 89° 58' 30" EAST, 533.00 FEET; THENCE LEAVING SAID LINE, SOUTH 00 34' 30" WEST, 390.22 FEET; THENCE SOUTH 85° 25' 15" WEST, 530.34 FEET TO THE POINT OF BEGINNING. AP NO. 036-310-096 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES A14D PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EACH SIDE OF A LINE BEGINNING AT A POINT ON THE WEST LINE OF SAID SECTION 34, WHICH POINT BEARS NORTH 00 36' 00" EAST, 1781.86 FEET FROM THE SOUTHWEST CORNER OF SAID SECTION; THENCE FROM SAID POINT OF BEGINNING, NORTH 89° 25' 30" EAST, 710.00 FEET TO POINT DESIGNATED AS "A'; THENCE CONTINUING NORTH 890 25' 30" EAST, 976.78 FEET; THENCE NORTH 88° 20' 04" EAST, 525.34 FEET; THENCE SOUTH 40° 24' 52" EAST, 94.27 FEET; THENCE ALONG THE ARC OF A 130.00 FOOT RADIUS CURVE TO THE RIGHT, WHOSE TANGENT AT THIS POINT BEARS NORTH 490 35' 08" EAST, THROUGH A CENTRAL ANGLE OF 31° 05' 09" AN ARC DISTANCE OF 70.53 FEET; THENCE NORTH 80° 40' 17" EAST, 204.70 FEET TO THE; BEGINNING OF A 200.0 FOOT RADIUS CURVE TO THE LEFT; THENCE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 83° 35' 50", AN ARC DISTANCE OF 291.81 FEET; THENCE NORTH 20 55' 33" WEST, 312.79 FEET TO THE CENTERLINE OF LOWER WYANDOTTE ROAD. PARCEL III: F .r � � � � �.. rr V ♦ Ywrrr . ♦ . �r � � � �. .�.. ter.. • - � � � � � � � � � � � . .� � � � .. . _.. Ordur Nit. 00190779-001 A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EACH SIDE OF A LINE BEGINNING AT ABOVE MENTIONED POINT "A"; THENCE FROM SAID POINT OF BEGINNING, NORTH 0° 07' 00" EAST 910.00 FEET; THENCE NORTH 27° 41' 00" WEST, 270.00 FEET TO A POINT DESIGNATED AS "B"; THENCE CONTINUING NORTH 270 41' 00" WEST, 240.00 FEET; THENCE SOUTH 79° 39' 00" WEST, 240.00 FEET; THENCE SOUTH 70° 49' 00" WEST, 250.00 FEET; THENCE SOUTH 89° 25' 30" WEST, 454.00 FEET; THENCE SOUTH 85° 25' 15" WEST, 430.57 FEET TO THE END OF SAID EASEMENT. EXCEPT THEREFROM THAT PORTION INCLUDED WITHIN THE LINES OF PARCEL I ABOVE. PARCEL IV: A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EACH SIDE OF A LINE BEGINNING AT ABOVE MENTIONED POINT "B"; THENCE FROM SAID POINT OF BEGINNING, NORTH 62° 06' 00" EAST, 540.04 FEET; THENCE NORTH 750 02' 59" EAST, 220.26 FEET; THENCE NORTH 48° 59' 00" EAST, 457.98 FEET TO THE CENTERLINE OF LOWER WYANDOTTE ROAD. PARCEL V: A RIGHT OF WAY FOR ROAD PURPOSES OVER THE WESTERLY 12 FEET OF THE FOLLOWING DESCRIBED PROPERTY: A PORTION OF THE EAST HALF OF THE NORTHEAST QUARTER OF SECTION 33, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. & M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 331 TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. & M., THENCE SOUTH 89° 09' WEST, 1327 FEET TO THE NORTHWEST CORNER OF THE EAST HALF OF THE NORTHEAST QUARTER OF SAID SECTION 33; THENCE SOUTH 00° 02' EAST ALONG THE WEST LINE OF SAID EAST HALF OF THE NORTHEAST QUARTER 1366.45 FEET TO A POINT IN THE CENTERLINE OF THE WYANDOTTE-PALERMO COUNTY ROAD, SAID POINT BEING THE POINT OF COMMENCEMENT OF THE HEREIN DESCRIBED PARCEL; THENCE CONTINUING ALONG THE WEST LINE OF SAID EAST HALF OF NORTHEAST QUARTER, SOUTH 0° 02' EAST, 145.20 FEET TO AN IRON PIN; THENCE NORTH 89° 58' EAST, 300.00 FEET; THENCE NORTH 00 02' WEST, 145.20 FEET; THENCE SOUTH 89° 58' WEST, 300.00 FEET TO THE POINT OF COMMENCEMENT. EXCEPTING THEREFROM THE WEST 30 FEET. FOUNDATION SYSTEM BUILDING PERMIT NUMBER: 01-0323 Address or location of unit: 6085 UPPER PALERMO RD. PALERMO, CA 95968 Legal Description of Real Property: A.P. 036-310-096 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: ROBERT & DOROTHY CHAPEK Owner's address: 6085 UPPER PALERMO ROAD, PALERMO, CA 95968 INSIGNIA OR HUD NUMBER: RAD1313544/45 SERIAL NUMBER OR V.I.N.: CAFL117A/B24394-SC13 MANUFACTURER'S NAME: FLEETWOOD YEAR: 2001 OFFICIAL APPROVING INSTALLATIO DATE: 4/10/01 PHONE: (530) 538-7541 H.C.D. 513C FILE No.741 04111 ;01 AN 08:00 ID:EXECUTIVE HOMES rOX:530 891 8753 PAGE 2 00, '*LI, �I STATE OF CALIFORNIA NUMBER: BUSINESS. TRANSPORTATION AND HOUSINGFLOP Y 8671372 u[PAATMENT OF HOUSING AND COMMUNITY DEE VELOPMENT DIVISION OF CODES AND STANDARDS MANUFACTURED HOUSING PROORAM Owl6� MANUFACTURER CERTIFICATE OF ORIGIN MANUFACTURED .0 w - WUPut-A I R M;;Ll-ENTER OR101NAL MCO NO. HOME M n TI- INIT �A 1FgCiTUn?ED !;OUam 1fXX NUMBER OF SF0 (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED MOUSING TRANSPORTABLE SECTIONS a OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: FLEETWOOD BOMBS OF CALIFORNIA, INC. 9534 MAjVAfiTUVfdffWSKVj PO BOX 1308 SUGGESTED RETAIL PRICE:, WOODLAND CA 95776 t3beel CI Eleto MANUFACTUR NAME: MODEL NAME AND/OR NUMBER: DATE OFMANUFACTURE: BUNCRBST 46630 2001 03/14/2001 NAME OF DEALER OR TRANSFEREE (OWNERSHIP TRAM SECURITY M/$ SHOW/NORTH, INC. RED TO): CALIF. DEALER NUMBER OR TRANSFEREEDESIGNATION: DATE OF TRANSFER: DBA: EXECUTIVE BOMBS 9081 DEALER OR TRANSFEREE ADDRESS 03/1412001 ESPLANADE 6042 CHICO 3 Icily) CA 1 95973 • 1 N ORY CREDITOR NA: TRANS AWMZCA IN VM RCE BLVD SUITS 350 Slee CI CHARLOTTE $� NC 18116 SECTION 1-0 MANUFACTURER SERIAL NUMBER HCO INSIGNIA OR HUD IASEL NUMBER LENGTH WIDTH VYEIOM (INCHES)INC POUNDS 1 C"L117A24394-SC13 RAD1313544 292 2 CAPL117B24394-SC13 R&D1313543 212— TRANSPORTER NAME: D Q R TRANSPORT TRANSPORTER ADDRESS: .e.1-0. BOX 179 �wRfNL7 3E8TINATION FOR UNIT OEBCRIBEDAeON2: Wtgv ~ 6Mlelry d Pnlwy older 6M ben d nM SIM d C60WWA dW do ebove hGe we vue end oared c3en.eeom 03/14/1001 at WOODLAND Ynr.n MOST— 0 -.O-V(Chv) ( lit G*NATURE OF AUTHORIZED AGENT: VEMAUTIONr OP40DIAL (PINI) FORWARD T HE INVENTORY CREDITOR. UNLE86 THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (�'1AE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1626. SACRAMENTO, CA 96612-1618. WrTW0i FNE (6) DAYS OF RELE"S. COPY 2 (YELLOW► DELIVER TO TIO: TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY T (GOLDENROD) TO 88 RETAINED BY THE MANUFACTURER, ICD 683.0 • Side 1 • (7/87) M . 01111 J_ ki I' �.�u.ii vi.a 4u. BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT -A.�-` DIVISION OF CODES AND STANDARDS ��c',hDEE''J� REGISTRATION AND TITLING PROGRAM STATEMENT OF FACTS NEW UNITS PERMANENT FOUNDATION This unit is a: 0 Mobilehome 0 Commercial Coach E:1 Floating Home 0 Truck Camper Decal (License) No.(s) Trade Name Serial No.(s) eTiJood 0 r9�L i 17,4/,S SC foe I/We, the undersigned, hereby state: DEALER REPORT OF SALE THE ABOVE DESCRIBED UNIT HAS BEEN PLACED ON AN APPROVED FOUNDATION SYSTEM IN ACCORDANCE WITH 18551 OF THE HEALTH AND SAFTY CODE I/We further agree to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. I/We certify under penalty of perjury that the foregoing is true and correct. Executed on -*1171-6 ( ate) Signature(s) (City) Printed name(s) ale /ltes 0.F (State) Address 10 YA City , State HCD 476.6 (REV 9/91) NOTES RESIDENTIAL 1 036-310-096 01-0323 CHAPEK, ROBERT & DORTHY 6085 UPPER PALERMO RD., PALERMO CONTR: EXECUTIVE HOMES MOBILE HOME ON PERM FND THE HCD FORM 433A FOR THIS MH CANNOT IBE RECORDED UNTIL ONE OF THE FOLLOWING HAVE BEEN TURNED IN TO THE BLDG DIV: (1) LICENSE PLATE(S) or DECAL(THE INSPECTOR MUST RETRIEVE) (2) STATEMENT OF FACTS(ONLY ON NEW MH'S) INSPECTOR TO VERIFY SERIAL & LABEL #'S SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY II USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address CHECKED BY GAS Meter By ELECTRIC Metes fl Dat., JOB FINALED Signature ,/ = OK 0 = Not OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HQJAIF INSTALLATION (Plans) OK except #'s 1. o ' g Requirements -Setbacks -Easements Foo ' gs; Size -Spacing -Marriage Line as; MH Test -Demand -Valve -Connector 1,09'lectricit MH Test -Crossovers -Breakers -Clearances 5. Drai � MH Test -Fall -Flex Connector MH Test -Regulator -Connector 7. _Vater and Sewer Connected -C/O to Grade -HD Approval rpes and Electricity Tagged 9. Downs -Type -Installation Cert. 6 its; Insp.-Sketch 11. n. of Occupancy 1/'Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 3_-.,-;?- d-CY-t MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh ' 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- 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 ✓=OK 0 = Not OK - = Not Applicable = Not Ready Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles RESIDENTIAL Date 51. Underfloor (Plans) OK except #'s 52. 1. Zoning -Setbacks -Easements -Flood -Slope Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 55. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth Siding -Nailing Veneer 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 58. 5. Stemwalls, Main; Sfeel- Blockouts-Wrapped Shear Walls; Nailing -Bolts 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 61. 6a. Hold Downs and Special Anchors Infiltration -Walls- Windows 7. Slab, Steel -Wrapped Date 8. Piers -Fireplace Ftg.-Steel Card B-1 Date Card B-1 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 63. 10. UF, Gas Pipe, Size Anchors - Yard Gas Piping; Size Test Smoke Detector 11. Water Pipe; Test -Anchors -Regulator -Service Test 66. 12. Electric Underground G.F.I. & Bath Fixtures & Tub Access -Spa 13. Plenums & Ducts; Clearance -Material -Support -Ins. 69. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Fireplace or Stove, Clearance -Hearth 15. Access & Ventilation 72. 16. Insulation Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure Date A.C. Duct in Garage -Damper Card B-1 Date Card B-1 Date 77. Card B-1 Date Card B-1 Date Elec. Receptacles in Garage (F.F.I.)-Romex Protection PLUMBING (Permit) OK except #'s Insulation -Foam -Looked in Attic 17. Water Htr.; Vent -Access -Combustion Air Baffle 81. 18. Water Pipe; Test & Anchor -Nail Protection Clearance Looked under Floor O Yes 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29 Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ 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 3E. 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. Sills 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 (Single & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff 6rac.-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 91. Gas Test -Meters Tagged, Gas -Electric 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-Mech. 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 O Yes 82. Following Insild./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-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: .i.JuLt.t.. ., 1... _,. ._...._.vA! —..._ J -L u_ ...a..., i1V l.. 18 N. PIONEER AVE. PO BOX 1308 WOODLAND, CA. 95776 MC# 17 Date of Manufacture HUD label No.(s) RAD1313544 -1 y�26o RAD1313545 Manufacturer's Serial Number(s) and Model Unit Designation SUNCREST 4663G CAFL117A24394-SC13 CAFL117B24394-SC13 Design Approval by (D.A.P.I.A.) RADCO This manufactured home Is designed to comply with the federal manufactured home construction and safety standards In force at time of manufacture. (For additional information, consult owner's manual.) The factory installed equipment includes: Equipment Manufacturer Model Designation For Heating NORDYNE MIMB077 For Cooking MAYTAG MGR157 Refrigerator MAYTAG MSD23 Water Heater RHEEM 21I40T Smoke Detector KIDDE 1275K Washer MAYTAG PAV23 Clothes Dryer MAYTAG PYG23 Dishwasher MAYTAG MDB24 Garbage Disposal WHIRL -A -WAY PM -2 Whirlpool BETTER BATH WBC540OW HOME CONSTRUCTED FOR X ZONE I ZONE II ZONE III EXP. "D" This home has not been designed for the higher wind pressure and anchoring provisions required for ocean/coastal areas and should not be located within 1500' of the coastline In Wind Zones II and III, unless the home and its anchoring and foundation system have been designed for the increased requirements specified for Exposure D in ANSI/ASCE 7 - 88. This home has ( ) has not (X) been equipped with storm shutters or other protective coverings for windows and exterior door openings. For homes designed to be located in Wind Zones II and III, which have not been provided with shutters or equivalent covering devices, it is strongly recommended that the home be made ready to be equipped with these devices in accordance with the method recommended in manufacturers printed instructions. IID Design roof load zone map: _ North 40 psf X South 20 psi X Middle 30 psf Other psf COMFORT HEATING This manufactured home has been thermally insulated to conform with the requirements of the federal manufactured home construction and safety standards for all locations within Uo value Zone 1,2,3 . (See map at bottom) Heating equipment manufacturer and model (See list at left). The listed heating equipment has the capacity to maintain an average 70 degrees Fahrenheit temperature in this home at outdoor temperatures of — 9 3 degrees Fahrenheit To maximize furnace operating economy, and to conserve energy, it is recommended that this home be installed where the outdoor winter design temperature (97 %%) is not higher than —44 degrees Fahrenheit. The above information has been calculated assuming a maximum wind velocity of 15 mph at standard atmospheric pressure. COMFORT COOLING F] Air conditioner provided at factory (Alternate 1) Air conditioner manufacturer and model (see list at left). Certified capacity B.T.U./hour in accordance with the appropriate air conditioning and refrigeration institute standards. The central air conditioning system provided in this home has been sized assuring an orientation of the front (hitch end) of the home facing . On this basis the system is designed to Maintain an indoor temperature of 75°F when outdoor temperatures are °F dry bulb and °F wet bulb. The temperature to which this home can be cooled will change depending upon the amount of exposure of the windows of this home to the sun's radiant heal. Therefore, the home's heat gains will vary dependent upon its orientation to the sun and any permanent shading provided. Information concerning the calculation of cooling loads at various locations, window exposures and shadings are provided in Chapter 22 of the 1989 edition of the ASHRAE Handbook of Fundamentals. Information necessary to calculate cooling loads at various locations and orientations is provided in the special comfort cooling information provided with this home. Air conditioner not provided at factory (Alternate II) The air distribution system of this home is suitable for the installation of central air conditioning. The supply air distribution system Installed in this home is sized for a manufactured home central air conditioning system of up to 6 3 , 5 O 0 B.T.U. /hr. rated capacity which are certified In accordance with the appropriate air conditioning and refrigeration institute standards, when the air circulators of such air conditioners are rated at 0.3 inch water column static pressure or greater for the cooling air delivered to the manufactured home supply air duct system. Information necessary to calculate cooling loads at various locations and orientations is provided in the special comfort cooling information provided with this manufactured home. To determine the required capacity of equipment to cool a home efficiently and economically, a cooling load (heat gain) calculation is required. The cooling load is dependent on the orientation, location and the structure of the home. Central air conditioners operate most efficiently and provide the greatest comfort when their capacity closely approximates the calculated cooling load. Each home's air conditioner should be sized in accordance with Chapter 22 of the American Society of Healing, Refrigerating and Air Conditioning Engineers (ASHRAE) Handbook of Fundamentals 1989 edition, once the location and orientation are known. INFORMATION PROVIDED BY THE MANUFACTURER NECESSARY TO CALCULATE SENSIBLE HEAT GAIN Walls (without windows and doors) .................................... "U" .06 Ceiling and roofs of tight color ......................................... U. .03 Ceilings and roofs of dark color ....................................... "U" .03 Floors........................................................................ U. .05 Air ducts in floor........................................................... "U" .05 Air ducts in ceiling......................................................... "U" NA Air ducts installed outside the home ................................. "U" .25 The following are the duct areas in this home: Air ducts in floor ........................................................... 108 sq. fl. Air duds in ceiling.......................................................... NA sq. ft. Air ducts outside the home ............................................... 56.5 sq. ft. t U/O VALUE ZONE MAP MT NO OR MN ID Y _f SD WI WY M A SC ZONES U•VALUES 1 MS AL GA 0 0.116 �...�... t� AK \ TX LA 2 1 \) c FL 0.096 HI (> O 0.079 COUNTY, OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT l% D� ASSESSOR PARCEL NUMBER 036-•310-096 ZONING AR 2 1/2 BU I LD I NG P ER M IT OWNER Robert and Dorothy C'na ek 7i TELEPHONE 775-2126 SO. FT. OCC. BUILDING VALUATION 1692 R Q1 OWNERS MAILING ADDRESS P.O. Box 949 Palermo, CA 95968 1_34.00 CONTRACTOR'S NAME Executive TELEPHONE CONTRACTORS MAILING ADDRESS 3042 Esplanade Chico CA 95973 CONSTRUCTION LENDER Cash Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 368 ARCHITECT OR ENGINEER LICENSE NO. Tot Fee $ 2 0 • � o Permit Fee603-50/2 $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ AA BUILDING ADDRESS 6085 Ugper Palermo RU. Palermo CA 95968 Energy Plan Checking Fee $ , $ PERMIT FEE $ 344.75 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome IN Other SPECIFY Solar or heat pump water heater 23.00 Water piping 1 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities* Installation iI Other ❑ Describe work: manufactured home On permanent foundation Gas piping system 1 - 5 outlets 115.00 1 5.00 Building sewer 1 15.00 15.00 Mobile Home IS I GI @20.00 PERMIT FEE $ 65.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 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. // r, License Class C1 L, % Lic. No. (D T� S8"3 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00so CCU000A WEE200A NEW CONST. DWELLING occuP. OR ( BLDSS. 3.5¢sFTo. cod MULAOC. Un NON-RESID. �7.5� POWER APPARATUS & SINGLE OUTLET CIR. EX. OCCU . OUTLET OR FIXTURES B20 @ 1.00 p Ex. Occup. .FIXED. ' tRRL. D °E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. tdI 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' compeniEifon Insurance carrier and policy number are: Carrier4-A r_- Policy Number Iz p 391 spa c= (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forth nth omply with those provisions. Date Signature kf Applicant - ❑ Owner ontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or constructionAeA� of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 409.75 HAZ. D. FEES IMP .� FLOOD CDF PARCEL PO HD U This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By ate PERMIT EXPIRES ON provisions to do work paid. 3 ! 301 1e rReceiptNo. / 14 ,3 S WHITE-D.D.S.-B. . CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OV DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - ORO�V°1ZLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: �� ASSESSOR PARCEL ER: �JfO 30 D Proposed Building Use: Building Inspector: Date: 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----------------------------------------------------------------------------- V amu`. Plot plans, 3/4 sets, signed by the preparer of plans.---------------------------------------------------- 03. --------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- t!' 4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 115. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 0 6. Energy besign Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ [;L.8 Hazardous Material Form. ------------------------------------------------------------------------------------------ anufactured Home data and installation instructions including Tie Down Specifications .----------------- Feesof $ J --------------------------------------- - ------------------------------------------ 1. Impact fees as shown on the attached schedule -- ------------------------------------------------ ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- ❑ 1 Flood elevation certificate. --------------------------------------------- 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. ❑ 1`6. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. C ntact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- Elncroachment Permit fordiiiveIa construction approval prior to occupancy) - -------- 9. Pre -inspection for OtZ� required Request to Building Inspector on 3 —1-0 ate) ❑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 O). -------------------------------------- ❑ �eerofsignature authorization. -------------------------------------------------------------------------------- . Rded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ` 26. Letter of intent on building use. ----------------------------------------------------------------------------------- Manufactured Home utility clearance.------------------------------------J------------------------------- ------ ,a Existing la ons and/or ex fired permits - - -��-- l�---- y1_�-1---- V£a�$ - - - --- 2 . ❑433 A, Grant Deed, MVH. Title, Check to H.C.D $ /� ---------� o Other: \ -------- When issue the ermit, proc�ss as follows ❑ Mail to owner, OMr,a}�o contractor. ❑Telephone efl _ 4;f��_ and hold for pickup at Lf�U office. ❑ Deliver with inspector. A#�phcan Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution ution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: 1. Index permit application the above items numbered: 2 �e �. ❑ Plan Check List 2. Additional items re 1 — ontractor esigner, owner, was advised of the above required data by7dphone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet)W,jA.P. folder. Note transfer by: Date: Yellow Copy - Department of Development SeNices, Building Division. r- a E.H. USE ONLY Plot Plan Attached Floor Plan Attagbld 4 Sant to B.D. /TY TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance PA,,, PA. Owner I L6c­ation AP# 4 Plan Approved for: Sewage Disposal Water Supply: Public Private Well, Clearance fora elling. Other 'q— 4z's Hold final for: Final clearance O.K. for: NOTE: Environmental Health Speciali 8/96 Date w, -N �+' :f.+151i:.C� � �'r' .�* • ,.f. +.-�F:'t'3'�'�. Z`,+,.f�'�..a: �.i.ar- �'W%. r , r._ Yy::� . , BUTTE COUNTY SCHOM§S IMPACT FEE CERTIFICATION FORM (One form per Building) School District &a 1.1"6x) // Building Department No. A.P. Number /) ,/jOn city County Property Ovmer p11 J Property Location/Address Subdivision Residential Development No of Living Mobil Home Units Installation CommerciaUlndustrial /� N /1 New / / '' . - /r /.' uilding Department Representative i� Addition ,1 Lot No. oen - d d-7 Sq. Footage // / r (Group R) Sq. Footage (Including Exterior Roofed Areas) 4Z--16 -a / Date (Floor Plans reviewed by School District Personnel) District Identification No. 010090 V `% i 1 I �b lM l iJ nt,r �b4� -School District certifies that kb-� (Applicant) t Alk . 4f L,< ,4-% P. Li( $5 a q4)1 -- &9192 (Street Address) ; k (City) has complied with the requirements of Resolution No. representing (0 9 `square feet. School District Representative Paid by Check # V A Remarks: (Phone Number) ty / (State) Q (Zip Code) by payment of $ , 11AB 2926 ' S r` FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District=is. notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA),,` this project ma be subject to additional school fees to fully mitigate its impact on the school .district's schools. White (applica t), Yellow (building department), Pink (school district) feeformAs (10/98)dmm Addition/ 'Supplemental to Conversion Permit # *(No foundation inset oen - d d-7 Sq. Footage // / r (Group R) Sq. Footage (Including Exterior Roofed Areas) 4Z--16 -a / Date (Floor Plans reviewed by School District Personnel) District Identification No. 010090 V `% i 1 I �b lM l iJ nt,r �b4� -School District certifies that kb-� (Applicant) t Alk . 4f L,< ,4-% P. Li( $5 a q4)1 -- &9192 (Street Address) ; k (City) has complied with the requirements of Resolution No. representing (0 9 `square feet. School District Representative Paid by Check # V A Remarks: (Phone Number) ty / (State) Q (Zip Code) by payment of $ , 11AB 2926 ' S r` FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District=is. notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA),,` this project ma be subject to additional school fees to fully mitigate its impact on the school .district's schools. White (applica t), Yellow (building department), Pink (school district) feeformAs (10/98)dmm PRE -INSPECTION REPORT OWNER: A&/� (I a zoelc-- DATE: LOCATION: �Pd.�j 0AIWIe�i'%'J� ��T AP. #• • D���� �'� ��� CONTRACTOR: 'ZONING: PRE-INSPETION FOR: DATE TO INSPECTOR: AINCI)O/ PERMIT HISTORY:( ) NONE y*FOLLOWS: Building Description: Commercial/Usage: Residential/# of Units:. Currently Occupied__ Abandoned/Vacant Electric: YesNo Condition of Electric BUILDING f NSPECrOR'S REPORT Electric currently On Off Gas: Natural Propane None Currently On Obvious Problems: Sanitation: Plumbing Working Well Working Obvious SewageProblems i Potable Water ACTION RECOMMENDED: LSSUE: HOLD FOR LA- Inspector. Date / Sketch buildings on reverse and indicate location on property Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes of alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS INDICATED BELOW. ❑ Your parcel lies Nvithin a designated 100 -year flood plain. Finish floor, electrical, HVAC equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Floor! Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical; heating; ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. ❑ Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements ❑ Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met: ® All structures and equipment including overhangs shall be clear of all easements. A setback of 30' from the side and 30' from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. BUTTE COUNTf. BUILDING DEPARTMEO 9 Page 1 of 1 A p R A y F® Owners Name: Chapek Building Permit Number: 01-0323 Plans Examiner: Glenn Gibbons `FILE No.414 03/01 '01 AM 08:48 ID:EXECUTIVE HOMES FAX:530 891 8753 PAGE 3 Mobilehome Manufacturer: jj�yy>,� Manufacture Year: If other than single wide, f6mish Setup Model Number: --y =— Width:42L/ (R.) Length:-! _(R.)'i'agalong or l xpando Size�zA4—_,-49.) On all mobileltoines lti4nufactured after October 7, 1973, furnish manufheturer's installation manual and structural setup sheets. ' EQQTINGS: Wood pressure treated or foundation grad'e'N ] Other:,,,,,_ _ _ _.UPORTS: Conerete.blockj-,j] Other: 6v%5 L r AAP Provide Ile Down Specificntlons for st)1 Moblicheines: FQV, r•taat►o:•. Pier Footings Sizes and Location 9IIVGLE WIDE MULTI -WIDE Line I Line I Line 2 Una 2 .. ............................................ NfAin i;mmf Lbie 2 ............... Int E LL►e l Lino 3 Line 2 Main Denrns .................................................................................................. Line 2 Line t .................................. 'I'eR or Triple Jne 4 Cine I ricrs: Size minimum: All -i x I t Spacing rnaxiniurn: i $ ` D , Front ends-maximuiti � ' -0 , I.Ane Z Piers: Size minimum: x z� . Spacing maximum, O From ends -maximum: Line 3 Roof Loads: Size minimum Location (from front): Une 5 Roof toads: Size minimum: Location (from front): Lille 1 Openings Size minimum/: Each side of openings with width over: Linc 4 Piers: Size nlinirnunl: x Spacing maxiinum: From ends -maximum: � ` " ivfay 1995 BUTTE COUN BUILDING DE-PAR3E1"Y17 .APPwh"QtiE 8. -t 'FILE No . 414 03/01 '01 AM 08:48 I D :EXECUTIVE HOMES FAX : 530 891 8753 I. Owner's Name:%j o, Yi1 (.' )< 2. Assessor's Parcel Number: 3. installer's Name: 4. Is the site currently under permit? Yes[ j NoN Permit No. 5. Is the site an existing site? Yesplj Nof I (If yes, fltrnish two plot plaits). 6. What is the electrical rating of the tnobilehome?/WAmperes. 7. What is the mobilehottre site circuit breaker rating? OCA Amperes. 8. What is the electrical rating of the mobilehome site? Amperes. 9. Is tine main service remote from the mobilehome site? Yes[ I No[vfillf it is, what is the rating? Amperes. 10. Is there any other electric loa) to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[✓j No[ ] If yes, please identify the load and size: a) The mobile home site: Load- _ _ Amperes - b) The main .service: Load- Amperes- _d 11. Type of gas service at mohilehorne site: Natural[ j ]Propane[ None[ I 12. Size of gas pipe at the mobilehome site from the meter or tank: �1�inches. 13. What is the gas pipe length fr'oin the meter or tank to the mobilehome? 14. What is the mobilehome gas demand? m 1-+A D.T.U.• *(This information is not required if the pipe length is less than 6 feet oil natural gas or less than 50 feet on propane). THE OTHER SIDE Ol: TUIS FORM MUST BE COMPLETED 1N ORDER TO FROCESS WIS PERMIT APPLICATION May 1995 BUTTE' G NTY BUILDING D E P A M EN APP�R O � E. 8.s FILE No.414 03/01 '01 AM 08:49 ID:EXECUTIVE HOMES FAX:530 891 8753 FEB -28-01 WED -02:55 Ph FLEETWOOD Homs, WDLD,CA FAX NO. 530 882 8425 • ...�'" 9�DRT�C.� i ..�ua 10, Tole USEO IMT. -\ � BEE TABLES FOR CAPACITIES • 1C' X IW X A' DOUBLE PAD Twin Concrete Block Plefe MX. LOAD 3Ee INUARDrft r x Ir x 4• TRIPLE PAD le' XI r X 4• DOWSW PAD 16' X IS' X P QUAD PAD !' x 19• x 94• DOUBLE PAD ---me .v+. wv,w me Twin CnnemlA Rinnir Plere et C,mnnrt 0-4 PAGE 4 P. 01 ` 16• x 18• x 4' CONCRETE PADS 9EE TAM 'a FOR TO BE USED WITM CAPACITIES • 8' X 10• X 4' TRIPLE PA. . . Oet ("� x 19 x z4• D 801E CAPACITY 2 EACH DOUBLE 2 EACH QUAD (PBF) PADS PADD PPORT �. eT 100 8200 '~ IM 6000 • 4 X 14 SEAM s0 tSPF►O ( . Leg. MAX. ,. 1 10AOC• r:000 14,200 16 SCO' 2000 1 3000 16 OD' 16609, 0000 13 60W 400D 16,600' 16b00• 4000 19.600• I' i .• TO W USED Wn'KI �•'. - r X Ie• X 4• TRIPLE PAD • 10' X Ir X 4' DOUeLe PAD • r X W x 24' DOUBLE PAD -i BEE TABLES FOR cAPAcmYe Twin Metal Piens At Support Post :v ti• X 16' x 4' CONCRETE PADS 16• x 18• x 4' CONCRETE PADS It x It X 0' WOOD PADS BOIL CAPACITY (PSS p EACH TPUPLB PADS 801E CAPACITY 2 EACH DOUBLE 2 EACH QUAD (PBF) PADS PADD !L CAPACITY g t:ACH DOUSE (PSP) PAO$ 100 8200 14, QW IM 6000 1000 _ BOW _7000 1600 10,800 t 600' low IQ 9ij600• U 1 10AOC• r:000 14,200 16 SCO' 2000 1 3000 16 OD' 16609, 0000 13 60W 400D 16,600' 16b00• 4000 19.600• Note: -'rim WNW Mad by beam oapBolty. 1. All Dapaoillea Shown aro bead on the foot)np gpacNy Indlvldual plere must also be capable of the capechtr shown or tFre aordipuratlon nxrm be reduced to motor the pler e gig Her LOAJ 34 I 2ota;"7- C.-HAPEK App orb -3�v -0`910 I APPROVED s T/P Ca Butte County (� U Environ m ntal Healtl j:)) P� �' �" ON -:47 V` Date Signature Opp 10 (ti .,._ DFP ,977; El %t r -- A, PpR, 0' 30 tit Zee X-0 V EF 40 Xin 90 j /� 90 -.)a wrn S. i= m - _. o 1 4 —7- U z4.-8. WINDOW / DOOR SCHEoL'L 8'-8" SX,o aUPff FMrM `-) -�•s flaor Stan mq �G �LiY vs c [[,,���� J1& stony °�_=: r••irar :made aar_: ^; le^BVI H02�2.��►��pp''L`.y7 R iM 2X6 WALLS WA 7c .a RrQLMZ�, TF��.B 2& T iC%j;6,tL. t.arnis"_w.■ i�e;nasz:Rcn_7.,cLcy;' (rSG,5m' --l-- l/G� ■nCd rcmva!oaufrinitnhCen efr=g. l2' 'hc �inCaM. j Frr NEAT LWT')i'Etr i ^!—_� �`1Ai^'�14.t IlFAC?�•.=.ry, UMERSEE OF ;UM W/.y 4 v 1 2 1 - 3 OtNINC ♦(e�A XNX C7 n7'l`f "�' , �(1'(t!) �COId 7515 Sn.. i. cog U z4.-8. WINDOW / DOOR SCHEoL'L 8'-8" CL•CO ' G _u� L. IOiU.L F%I/ j - SX,o aUPff FMrM J,a RM. Q T•.�an=T J1& stony $ aauws c c -Mm FAm is M aC V.n=rGR — SiPP0.a- P= =a, a :t saves ZA ��e�tv Ka CRU CL•CO ' G _u� L. IOiU.L F%I/ j - , s- c=v i 112 ZE ^Q 7 420D 5 a 32 P �r cel ....�. 1 i; 3'•-3" 1 3z Z Al 17'-7• j 7 1 H t9:-1' 25 .e S —9" E S'-8" 1.37 1°LL. WOODLAND # 17 FLOOR PLAN 'CF WZT ! HS ILAJ IX -4- X 91-a , X WSJNCRtST 4653G environmental Health FEB 16 2001 r CouniyGencetunvt i 'irA111QQ. Ce j aim j APPROVED En Butte County U.0v. r°nmental Health _Date Signature - i Ld 6' . 36• A—FS 3/3* PLATE Ff %w G W � ♦ iir'iun i ear. — Mem. GXI"U ATE . .. 14' z a' bola t O o O w Tyy of 4 TS 3RY� � + • ' °F" ' GRIPPER BOISE GRIPPER PLATE o f ( II V � w 10PVl-w-MGF-RAD 1 Q TUF ' I LAP am ewe u� roeu+rasss - �j 1_ 12• SCH. 40 PIPE cT�'.v�( ^� fi_tiVl'I�i30RMQRE �-c� s � oc ADJUSTER HOLES . ♦ ♦ f.O:.K Wiii{ Y,-LOCOR I:ING� L1 _ LRE OR Pod 2' SCH 40 PIP£ ( ' •, W/ 2 ADIMER HOLES SIDE VIEW - MGP - PAD 2' SCH 40 PIPE • WELDED TO 114' BASE PLATE m 3116' X 2' BRACE Lf)Lf' r X r X °•!3 b' Baa W? MIN 3/16' m ANGLE IRC - - X 314'E'u1.ET'uEID. m �, L.CNG / rrn of a C isr n.nc Q MY I I � /IGS! T1►. E � m 1• C END ViE/ - MGP - PAD (i VGP UNDERLIYMENr G17AOE PLYWD. P E 5 CCA PRESSURE TREATED N w DESIGN USiED AND 7E -7M BY: BSK ASSOCIATES , WAYNE T, POL•VADO, PE - LIMING NO. F94249 11 b" X 6" ANCHOR . ` 1 BOLTS TYP OF 4 �NCrZFt'E PIER U171 / �. ` 5 LLP T&ermo 'R�eK mo) 0-14 D38- 310 MOHIIt7i0A1E 1aUNpAQXR(SYSIF](1 TT . ILUMAXDSWT-Z 77o:,sBr7lct( -PACIFIC Coitsu ime EASINEEIS APPROVED 21508ri AvwmA*%5 Ptc9164W-4=S 5aeranrMg, C19SM Fu: 914 -W -8M SUB= m cojLvr--TKm )mm m�e a;UrHOMX i1 f TU -1 PERMANENT ,uCuffwzjx FOUNNDATIOK SYSTENI ➢gamin dAo�t at Coady OaeQ�oe[ MVM N CPCODUAM SrAXQ&UK ABESCO - GUS GUARD COM ANY �{ 13"OZ) P.O-sox 128 CATSEYS VALLEY, CA. 93306 W", FAX IE9-966:±-"-9' 71itAaAlpelid$poal - 05/25/2000 1048 3835207 ABESCO 6 % � . ' � K \ _ 2 ;Q� � § � ID . ... rn % � . ' � K \ _ 2 ;Q� � � ID K C: ./ ƒ& 11 04 SU"'14"I VXX%'MTY E U I L D I N' 0 1 A Pt 7 Fwq 3M / r. VAPPRO tl= I EL 9. 10 In RS7 CZNERAL NOTES GUS GUARD TUFSI IJ. LIGHTHEAVY-WEIGHT PLASTIC AND STEEL PADS MAY BE USED IN PLACE OF Wp MAN1ZED PADS. DESIGN LOADS. LIVE LOAD - 30LB. FLOOR L7 VE LOAD -40 PSQ 16. E Z TIE DOWN USED ON SINME-WIDE; ROUND STAKES (314 X 141 MAY BE USED IN PLACE WIND LOAD - 80 MPH EVOSURE OF THE 1'^L Vr FLAT BAR WHEN SOI. LS EXTRE? MY HARD OR IN ROUT:. HOLES MAY BE SEISM)C ZONE -s" PIM -DRILLED WHEN NECESSARY. SNOW LOAD 100PSF 17. GUS GUARD TL17-1 FOUNDATION SYSMA PROVIDES All OWAELE SNOW LOAD TO 100 PSF THIS FCUMATION SYSTEM IS DESIGNEE TO BE CONMUCTED ON A FAIRLY LEVE. SITE - ..WHEN INSTALLED WrM MaSTiNG S.-ANDARDS REQUIRED BY COACH MANUFACTUI ER -wrmNO1:1 smr,SC)<I.?wn-3, ORREPLACE Tn-.-m ONAowTOOK BAM CHASSIS BEAM SUPPORT SHALL- BE LOCATED AND SIZED FOR THE LOADS AS SHOWN IN 1d POUNDATIDN BLOWA' x R6' x 1T pot3ID IN PLACE AT GROUND LEVEL MAYBE USED. THE MOBbF HOME LxSTALLATION INSTRUCTION. AT INSTALLERS DISCRETION- AS ALTE$NATTVE TO PADS. I1: AREAS W1EREDgFE1iENTIALSET:1.T: dENT(D.S.I CAN CCMAL MANUFACTURED HOPE g{AL BE LEAcuLqSmM Va-MEN D.S. EXCEEDS LK- CR VnTEN iT VAU BE ADVERSELY AFFzL7 MANUFAC nmm HOME UNTr. CARR) Al:_ FOOTINGS DOW TO FEED! UNDI.STUREED SQQ- FOOTINGS ARE DEQ FM lCtul PSF TOTAL LOAD SCO. PRESSURE AND SHALL. BE Cl'VAPATIELE WN LOCAL SOIL CONDMC NS. C(XbWAc=SAND MAYBE USED TBFILL LOC AL. VOWS UNDER. PADS. STRUCTURAL STFsL FABRICATE ACCORDING TO ASIC SPECII-7CATTONS WELD ACCORDING 70 AWSSPEClFICATMNS: ELECTRODES -37UPLAm-ASTMA36BOLTS SAE GR S ASTM Ai19 - ASTM A3771 THE GUS GUARDE"5..,LjESSHOWHBELOW.SHALLZEL*STIMANDLASM BYBSK AND ASSOCIATED FOR THE FOLLOWING LOADS - ALLOWABLE LOADS HORIZONTAL vEmTICAL GUS GUARD TUF-1 -mw ' 6000E GUS GUARD MGP PAD 22" 6000# CJS GUARD E -Z TIE FAD 22000 6000# DURING PRELD.CNARY DLSPECnCN-'nMT'TT TORUUCLL=-NSIIRETHA-NOOB RX)NM CHASSIS BEAMS ARE OF STANDARD SECIIML EXISTING COACHES MAY BE RETROFITTED T RESIST SEMCC FORM BY INSTALLING GUS GUARD T(TF-1 UNITS AS SHOWN ON THIS PACE OFTYPICAL FOINDA710N PLANS. THE CL -5 GUARD LVF 1 SYSTF11AS ARE SAIF FOR INSTALLATION M FLOOD PR ALN AREAS WHERE DEPTH OF FLOODING DOES NOT EXCEED TPE HEIGHT' OF TImEE..= MULTME UNE' INsTALLATTON 1S ACCEPTABLE PROVIDED TRE NUMBER OF TTIFl UNITS UNDER EACH R,NTT IS TIE SAME AS SR09VN REQUIRED PER EACH UNIT. SRJCiU:-WIDE TINrM REQUIEEADDTTTONAL RE4TRA2(r - (SFE SHEIZZ l3) - ALL METAL Co&o-C Nn AND ATTACHMENTS TTEMS SHALL BE P90175CITVE COATED. FOR MCP PADS DISE I U8 EXTERIOR PLYWOOD WrM WOL MANiZD TREATMENT TO 0.40 MAX PCF RETETTTTON WITH DRYING AFTER TREATUEN1'. b0BRMMa KMND9=KSY M MAMAAD SAFETYCC0E,.ZCHLR 2V APPROVED SLMJBLTTU CORRI:LZS a Nam b1�QXALD®1Q7AU1��R.Vlt01t.YR Q®0= RYEG®N71a41I�U�!(Ra -� == LAWS AND 100CLAn3a �r dC�a DmsW D�wm►dBumoja� deny' 1k-depew OP ca= AlmSTANDA= - um.tia / PhRAX-d B#- f/5f2oo: ' / 2' NGKZ PADS IN ANYPAIRMAY STANDARD MR EOURDATMN PIf3R5 BE ROATED 90 D£QFFS AS RECONIM NEW BY TEI E' MAMIFACIURER ORCFPSE""OOT ERSWE OR TLEIIasUiEZ& TYPICALTHROOGFIC'- T'O AVOW CLEARANCE ELDS. 4'*M-Z 3ZM .S1i??G"w i AS n=- -:1 3T KAMFACTL'R-=j - TY?. Uf y� n. n u �u Z• �I t ' . ' / 2' NGKZ PADS IN ANYPAIRMAY STANDARD MR EOURDATMN PIf3R5 BE ROATED 90 D£QFFS AS RECONIM NEW BY TEI E' MAMIFACIURER ORCFPSE""OOT ERSWE OR TLEIIasUiEZ& TYPICALTHROOGFIC'- T'O AVOW CLEARANCE ELDS. SINGLE WIDE UNITS DOUBLE VVIDE UNIT` E=2YIN/r MAX E -z/111 3- 8' MW 15 MAX S= e' I ZZ SMETF 2 OF 3 ' L ASG? CB PVZ STFS+T'b gl}FPORS PAD TYP. . TUF-1 PERMANENT FOUNDATION SYS" ?rf ABESCO - GUS GUARD COMPANY P.0 -BOX I33 CATHEYS VALLEY, CA. 9S306 � RAX-�96fdid4 Yoe -38?- 51" AND WHEN RECORDED MAM TO: :et4rk COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Z00 1 —0008 1 56 Recorded Official Records CountyBUTTEOf CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:00AM 01 -Mar -2001 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT REC FEE 10.00 COPIES 1.50 Maureen Page 1 of 2 Section 26-8 of the Butte County Code required thisacknowledgment to be recorded prior to issuance of a building permit. The preperty d". cribed herein is adjacent to land or included within an'area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, prunmg, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: See 1417n c Acd Date .�4 90r0l PROPERTY OWNERS: �Do,p.v-4� v egfv State of CaTdorma County of�iC9�r�t� kogws-btme (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s)ioare'subscribed to the within instrument and acknowledged to me that heishe/they executed the same in-hisiber/their authorized capacity(ies), and that by bkw%er/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my ha d d o ial seal Signature Seal: f ommb*m #1195951 _ )*kw Pubk-0011k nio A.P.# 03 4-3/o -Oyb /9joN - 036 - 310 - D96 FAncEi, I; Ocing a Portion or Section 34 and a portion of the Northeast quacter of Section 33, Tevmship 19 North, Pange 4 Vast, t1.D.B. 6 14., and more particularly described as follows; Commencing at the quarter Cerner common to said Sections 33 and 34; thence along the South line of the northeast quarter of said Section 33, South 89" 25' 30' west, 1311.98 feet to the Southwest corner of the East half of the Northeast quarter of $aid Section 33; thence North 06 03' 30" West,along the :teat line of the East half. of the t7orthea�t quarter of said Section 33, a distance of 302.64 faet to the true point of beginning for the parcel herein described; thence from said true point of beginning, continuing Notch 0° 03' 30" West, along the West line of the East half of the Northeast quarter of said Section 33, a distance of 432.00 feet to the South line of the parcel conveyed by deed From Borley Denderson and wife to T.H. Smith and wife in Book 416 of Butte County Official Records, at page 224, North 89° 58' 30" East, 533.00 feet. - thence leaving said line, South 00 34' 30" West, 390.22 feet; thence south 85° 25' 15" West, 530.34 feet to the point of beginning. ue-1 VJo/ ✓J1 , 1J -,eo„ D 1 UWCLL I 1 I LC W3 I UI'Ir-M Or -MV 1 L.0 y JJYJ o71 o ( JJ IVU. 31.J rbbG 9 7 RECORDING REQUESTED BY Bidwell Tide & Escrow Company AND WHEN RECORDED MAIL TO Robert Chapek s'ae n. P.U. Box 949 Palermo, Ca. 95968 C11J. SI610 yap u,a,r .ro. 00194579-0U I IIIIINIIIIIIIIIIIIItIIIIII!11111! 2010 1---0010ar:64! Recorded Official Records Co111PEOf CAN= J. OUSS ReCorder ROSEMARY DICKSON Assistant 09cOM 23 -Jan -2881 REC FEE 13. TAX U. MMLKN W. Kristpp Page 1 of 3 Parcel No. 036-310-096 GRANT DEED Z, THIS FORM FURNISHED BY BIDWELL TI'rLE & ESCROW COMPANY J The Undersigned Gr2mor(s) Declare(s) Documentary Trunsfer Tax is S88.00 O City/Town of 0 camputlal on full valuu or interest or pruperty eonvcyed, or m llnincorporalcd Area ❑ tu!t va!ue less valuc of liens or cncumbrunccs renuining a1 Ilk, un% 01,3814; Gr Monument Fee of S 10.0 FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged. Donald Frank Fenton, a Married Man as His Sola and Separate Property hereby GRANT(s) to Robert Chapek and Dorothy Chapek , husband and wife, as Joint Tenants the following real property in the 0 City of ® Unincorporated Arca County of Butte, State of California: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF Daicd: January 17 2001 Donald Frank Fenron STATE OF CALIFORNIA i SS: COUNTY OF Butte J on(,(ao am before me, the undersigned, a Notary Public in and for said County and State, personally appeared Donald Frank Fenton Personally known to me for proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized eapacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the persons) acted, executed the instrument. WITNESS my d and officialot al i signatur lt. scmmsLTZ �YPOIi� p COWL Ewa ht�:8• � MAIL TAX STATEMENTS TO : Same s Above BTECIGronIOre I • ua • uu� rul' 1J -. td b l VWtLL I 1 I Lt Wb I UPItK bLRV l l,t y ::PjW tJl ti 1-wu-j • ` ' Order No. 00194579-001 EXHIBIT A THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL I: BEING A PORTION OF SECTION 34 AND A PORTION OF THE NORTHEAST QUARTER OF SECTION 33, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE QUARTER CORNER COMMON TO SAID SECTIONS 33 AND 34; THENCE ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 33, SOUTH 890 25' 30" WEST, 1311.98 FEET TO THE SOUTHWEST CORNER OF THE EAST HALF OF THE NORTHEAST QUARTER OF SAID SECTION 33; THENCE NORTH 00 03' 30" WEST, ALONG THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF SAID SECTION 33, A DISTANCE OF 302.64 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, CONTINUING NORTH 0° 03' 30" WEST, ALONG THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF SAID SECTION 33, A DISTANCE OF 432.00 FEET TO THE SOUTH DINE OF THE PARCEL CONVEYED BY DEED FROM MORLEY HENDERSON AND WIFE TO T.H. SMITH AND WIFE IN BOOK 416 OF BUTTE COUNTY OFFICIAL RECORDS, AT PAGE 224, NORTH 89° 58' 30" EAST, 533.00 FEET; THENCE LEAVING SAID LINE, SOUTH 0° 34' 30" WEST, 390.22 FEET; THENCE SOUTH 85° 25' 15" WEST, 530.34 FEET TO THE POINT OF BEGINNING. AP NO. 036-310-096 PARCEL 11: A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EACH SIDE OF A LINE BEGINNING AT A POINT ON THE WEST LINE OF SAID SECTION 34, WHICH POINT BEARS NORTH 00 36' 00" EAST, 1781.86 FEET FROM THE SOUTHWEST CORNER OF SAID SECTION; THENCE FROM SAID POINT OF BEGINNING, NORTH 89° 25' 30" EAST, 710.00 FEET TO POINT DESIGNATED AS "A"; THENCE CONTINUING NORTH 890 25' 30" EAST, 976.78 FEET; THENCE NORTH 88° 20' 04" EAST, 525.34 FEET; THENCE SOUTH 400 24' 52" EAST, 94.27 FEET; THENCE ALONG THE ARC OF A 130.00 FOOT RADIUS CURVE TO THE RIGHT, WHOSE TANGENT AT THIS POINT BEARS NORTH 49° 35' 08" EAST, THROUGH A CENTRAL ANGLE OF 31° 05' 09" AN ARC DISTANCE OF 70.53 FEET; THENCE NORTH 800 40' 17" EAST, 204.70 FEET TO THE BEGINNING OF A 200.0 FOOT RADIUS CURVE TO THE LEFT; THENCE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 83° 35' 50", AN ARC DISTANCE OF 291.81 FEET; THENCE NORTH 2° 55' 33" WEST, 312.79 FEET TO THE CENTERLINE OF LOWER WYANDOTTE ROAD. PARCEL III: v but LAND 0 NATURAL WEALTH AND BEAUTY DEPARTMENT O.F PUBLIC HEALTH DIVISION OF ENVIRONMENTALHEALTH Address EI 196 Memorial Way 7 County.Center Drive 0747 Elliott Road Chico, California 95926 Oroville, California 95965 Paradise, California 95969 Telephone: 916/891-2727 Telephone: 916/534-4281 Telephone:*916/872-2961, Ext. 58 Reply to March 1'9; 1984 Mr. William T. Malcolm, Jr. 6085 Palermo Road Qroville,'CA 95965 Dear Mr. Malcolm: This is to advise you that pLxrsuan-'11. to Sec lion 19-.19 of the Pane County Code , the Board of S-upery isors has approved a'. variance rer_ei�ial to uectio.ns 19-10 arid: 1;-12 0.. the B;tte County Co:ie for the continued. use of a. mobile, ho_re on yourpro-erty loc_tt.ed at(,gs sfPalorm�e and iden.-t-if icd -a-s6"5 Th.:L:i var1-a:C7.Cc^ Z'cnn�'dd.l :':ras granted On.January 10 1984 a'�` includes the fol,loc,,dn. conditions 'i .. The' variance ren ::,Tal is granted only- for a ter. -Li of one year. At the end of one year you riust apply for a new var:Lan.ce. if the us use i to conti_nI-, 2. If the appl-i.cc_11J, residi_i1. 1.n ttie mobile :10iile O:C COh1Veiltl.Onal residence moves to another loc'a'�:lonL or is decelase'd, the L , • varia_nce auto�natlically exp:i:res and. the mobi-ke home shall be Moved. 1.'r:i_t'rr_ixi- 120 dais. If the mobile 'rhor.-ae is' not removed ti.*ithi_r� 1'20 days, the county >La,;r re:cove said. >1a hi.lc home, and store it at the eFpease. Very truly y01a.1's, IcrIa F. VAal- I.art, D i r e c t 0 C 1Ji«_i.s onQ.l Env��rorn. ental Hrea.ltn V/_i_da cc . C.1 of th.e Bo�:.rd D<:P_1.L''.:i[!=?it September 2, 1981. Bill & Sandy Malcolm 6085 Uppwe Palermo Road Palermo, CA 95968 Dear Mr: & Mrs. Malcolm: This is to advise you that pursuant to Section 19-19 of the Butte County.Code, the Board of Supervisors has approveda variance to Sections 19=10 and 19-12 of the Butte County Code for the placement of a mobile home on your property located at 6085 Upper Palermo Road, Palermo CA and identified as Assessor's Parcel Number 36-31-96, This variance'was granted on September 1, 1981.. and includes the following conditions: 1. The variance is granted only for a term of .one year. At the end of one year you must apply for a new variance if the use is to continue. 2. If the applicant residing in the mobile home or conventional residence moves to another location or is deceased, the variance automatically expires and the mobile home shall be moved within 120 days.. If the mobile home is not removed within 1.20 -days, the County may remove said mobile home and store it at the owner's expense. 3. The mobile home shall be placed on the property without violating any of the setback requirements of the zone in which the property is located. 4. The applicant shall secure all necessary sewage disposal, electrical, plumbing and building permits necessary to -install the mobile home. Very truly yours, Lynn E. Van -hart, Director Division of Environmental Health LEV/lld cc: Clerk of the Board Planning Department Building Department -_ LAND OF NATURAL WEALTH AND BEAU 7 V DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH Address ❑ 695 Oleander Avenue, P.O. Box 1100 • 10 7 County Center Drive 0 747 Elliott Road Reply to Chico, California 95927 Telephone: 916/891-727 Oroville, California 95965 Paradise. California 95969 Telephone: 916/534-4281 Telephone: 916/ 872-2961, Ext. 5 September 2, 1981. Bill & Sandy Malcolm 6085 Uppwe Palermo Road Palermo, CA 95968 Dear Mr: & Mrs. Malcolm: This is to advise you that pursuant to Section 19-19 of the Butte County.Code, the Board of Supervisors has approveda variance to Sections 19=10 and 19-12 of the Butte County Code for the placement of a mobile home on your property located at 6085 Upper Palermo Road, Palermo CA and identified as Assessor's Parcel Number 36-31-96, This variance'was granted on September 1, 1981.. and includes the following conditions: 1. The variance is granted only for a term of .one year. At the end of one year you must apply for a new variance if the use is to continue. 2. If the applicant residing in the mobile home or conventional residence moves to another location or is deceased, the variance automatically expires and the mobile home shall be moved within 120 days.. If the mobile home is not removed within 1.20 -days, the County may remove said mobile home and store it at the owner's expense. 3. The mobile home shall be placed on the property without violating any of the setback requirements of the zone in which the property is located. 4. The applicant shall secure all necessary sewage disposal, electrical, plumbing and building permits necessary to -install the mobile home. Very truly yours, Lynn E. Van -hart, Director Division of Environmental Health LEV/lld cc: Clerk of the Board Planning Department Building Department PERMIT NO. / 155-82B PERMIT EXPIRES - OWNER, XPIRES owNER Bill & Sandy 4alcolm CONTR. Holmes MH Serv., Bangor ASSESSOR PARCEL 36.31-96 LOCATION 6085 Upper Palermo Rd., Oroville Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Cal led PG&E JOB FINALED (Date) �cS0 Signature V = OK 0 = Not OK — = NoiApplicable MOBILEHOMES * = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's ' Date . DECKS OVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements—Setbacks—Easements o'ng Requirements—Setbacks—Easements 2. Soils; Special MH Support—Sketch. Footings; Size—Depth—Spacing—Connectors 3. Sewer; Location—Test—Fall-C/0—Concreteec _ ; Girders and/or Joists—Decking—Bracing—Stairs—Rails 4. Water; Location—Test—Easement Needed (Sketch) — — Be 5. Electricity; Location—Clearances—Grnd.—/ / Amp—Concrete m. Awn.; Columns—Connections—Splice—Decal—Enclosures 6. Gas; Locatiom-Test—Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG — 7. Utility Clearance Card -BI Date d -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date MOBILEHOME INSTALLATION (Plans) OK except N's Date POOLS (Plans) OK except k's 1. Zoning Requirements—Setbacks—Easements 1. Setbacks—Easements 2. Footings; Size—Spacing—Marriage Line 3. Gas; MH Test—Demand—Valve—Connector 2. Soils; Compaction—Structure Stability 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining 4. Electricity; MH Test—Crossovers—Breakers—Clearances 4• Elec.; Receptacles and Lighting; Distances—GFI 5. Drain; MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI 6. Water; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7. Water and Sewer Connected—C/0 to Grade—HD Approval 7. Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool L ht 9• Boxes—Enclosures—Panel boards—Ins. to Main in Conduit 9. Exits; Insp.—Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B-1 Date Card -BI Date Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date a = OK = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single and Duplex) Date UNDERFLOOR Plans OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /'' Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ft .-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except N's Card -BI Date Card -BI Date Date _ PLUMBING (Permit) OK except q's 14. Water Ht.; Vent -Access -Combustion Air 56. Ext. Steps -Door & Sidelight Protection -Landings 57. Smoke Detector 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails _ -- 63. Fireplace or Stove; Clearances -Hearth Card -BI Date Card -BI Date 64. Elec. Outlets at Wood Panel; Int. & Ext. 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except N's 67. Garage Fire Door; Swing -Landing -Closer 68. 69. A.C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 20. Fixtare & Transformer Clearance -Ins. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 70, 71. Plb., Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 22. Size Boxes & No. of Conductors -Stapled 23. Romax Installed Close to Edge of Studs & C.J. - 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic ❑Yes 73. Guard Rails & Deck Construction -Post Caps 25. 2 Appliance Circuits in Kitchen & Conductor Size 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 26. SubfBed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral ❑Yes El No 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑Yes ❑No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. 30. Equip. Clearances; Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light - 77, 78. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing - -_-- 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Cate Card -BI Date 81. Ventilation throughout House Card B-1 Date Card -BI Date 82. 83. Glass Protection Corrections from Previous Inspections Date MECHANICAL (Permit) OK except N's 31. A.C. Ducts; Insulation & Support 84. Gas Test -Meters Tagged; Gas -Electric 85. 86. Water & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates - 32. Ven- Fan; Exhaust above Insulation _ 33. Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI_ Card -BI Date - - Card -BI Date Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: Date FRAMING(Plans) OK except q's 36. Sills; Proper Material & Anchors 37. 38. 39. _ Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing _ Draft Stop in Walls (rat proof) _ _ 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub _-44. 41. 42. 43. Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rflr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Ring. Fireplace Ties or Type A Flue -Fireplace Throat _ 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles _ 46. 47. Bdrm. Windows or Exiting Doors -Sill Hgt. &_Dimensions _ Garage Fire Protection Framing (NOTE:Anentrymust be made each time youvisit jobsite) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, Califcinia 959,65= Telephone 916/534-4541 APPLICATION AND PERMIT AA ••ASSE S.OR P CEL NUMBER_ 3 ZONING ILDING PERMIT o5y�jR� S ^ , b M n/4/ !7 G� TELEPHONE S0. FT. OCC. BUILDIN VAL ATION �C) OWNER'S M (LING ADDRESS RACTOR'S NAME CO TRACTO 'S MAlL DRES �� �� �A �rj'+/� /Vu' JUNKKNOWN Fireplace CONSTRUCTION LEND R Total Valuation Is •. a Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ , 6-0 ARCH]5ZW pR�NGI �� I/C/�/N/GLagl/( DENSE No. Plan Checking Fee $ O D a Penalty $ ARCHITECT OR E IN ER'S MAILING ADDRESS Permit fee $ BUILDING ADDR5 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Div/►/�LL Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex[] Mobilehome®�her SPECIFY Building sewer Lawn sprinkler system 5.00 ,-, TYPE OF WORK New ❑ Addition �I�.,' /R9model [JUtilities ❑ Installation[:]Other ❑ Describe work: [�[/-Z) PE646- V Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2,50 NEW CONST. DWELLING OCCUP.N\ OR ADDNS. ACC. BLOGS. _ 2P sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Cod nd my license is in f II %forfce and effect. License No-a2���/2 �y / Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NNEW ON -RESID R BRANCH CIRCT TS 2.50 ea NEW CONSTR / POWER APPARATUS e\ NON. RESID. (SINGLE OUTLET CIR, 1 00@2150 Ex. Occup OUTLETS OR FIXTURES BAL@11 Ex. Occup. �OUTLETS FIXED P(RESID )LNS REA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. �j I have placed on file with the County of Butte Building Department "•t a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee S Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to saves indemnify and keep harmless the County of Butte against all *Iiabili,ments, costs an expenses which may in any way accrueagain co q c the granting of this permit. nX Date r �.� d z, — Owner ❑ Contractors Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ J�FS• �Z� occOP. CROUP TrP OF co T. PARCE PD HD ssuE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DI TOR OF BLIC r By. 1 PERMIT EXPIRES Date the applicable. provi- resolutions to doSign fees have been paid. WORKS Date ? 1—� Z p Receipt No.�. WHIT!-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT a r: - ''PERMIT NO. 2894-81P,E PERMIT EXPIRES ��1a OWNER Bill Malcolm CONTR. owner ASSESSOR PARCEL 36-31-96 LOCATION 6085 Upper Kermo Rd., Oroville Temp. Power Pole Called PG&E l! Temp. Elec. Service/ TT "Called PG&E Temp. Gas Service • --CalledPG&E r JOB FIN •ALEI Signature J = OK 0 = Not OK - = Not Applicable MOBILEHOMES = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIESns) OK except N's 1 on'ng Requirements—Setbacks—Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s 1. Zoning Requirements—Setbacks—Easements oils Special MH Support—Sketch 2. Footings; Size—Depth—Spacing—Connectors ewe ;Location—Test—Fall-C/O—Concrete 4 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails a Location—Test—Easement Needed (Sketch) 4, Wood Awn.; Posts— Beams—Rftrs.—Connec.—Shthg.-Rfg.—Bracing Electricity; Locatio =Clearances—Grnd.—/4 Amp—Concrete 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures as; Locatiort—T —W :/ /"L"ft./ LPG 6. Carports; Windows—Doors . tility Clearance 7. Elec. C BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBIL HOME INSTALLATION (Plans) OK except N's Card -BI Date Date Card -BI Date POOLS (Plans) OK except #'s j�— oning�Requirements—Setbacks—Easements,, 1. Setbacks—Easements otings; Size—Spa —harm � 2. Soils; Compaction—Structure Stability as H —Da6a —V Con ctor Z, 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining I ctricity; MHz�t—Crossovers—Bra rs—Clear'ces 4. Elec.; Receptacles and Lighting; Distances—GFI ra' ; MHT — ald. nnector 5. Elec.; Pool Lighting; 15 volts—GFI Water; M est�FFegu�t-oT— onrib r 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed a and`Sewer Connected—C/O tg4acad6—_HD Adpcoval 7, Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater Gas,and Electricity Tagged I B. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panelboards—Ins. to Main in Conduit xit Insp.—Sketch 1 ert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B-1 Date Card -BI Date Card BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date In V = OK 0 = Not OK , -= NNot; el cable RESIDENTIAL,(Single and Duplex) Y Data: UNDERFLOOR Plans OK exce t#'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date FINAL (Plans) OK except N's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except q's 57. Smoke Detector 14. Water Ht.; Vent -Access -Combustion Air 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except N's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 70. Plb., Elec. & Mech. Equip. Listed for Location 22. Size Boxes & No. of Conductors -Stapled 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic E) Yes 73. Guard Rails & Deck Construction -Post Caps 25. 2 Appliance Circuits in Kitchen & Conductor Size 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or AI 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral []Yes ❑No 75. 76. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑Yes 0 N Stucco; Brown -Finish 28. Service -Riser Conductors & Ground -Main Disconnect 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing +- 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81. Ventilation throughout House Card B -I i Date Date Card -BI Date MECHANICAL (Permit) OK except q's 82. 83. Glass Protection _ Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 31. A.C. Ducts; Insulation & Support 85. Water & Sewer Connected -C/O to Grade -HD Approval 32. Vent Fan; Exhaust above Insulation 86. Energy Compliance Certificate -Other Certificates _ 33. Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic - Card -BI Date Card -BI Date Card -BI --,---Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Pians) OK except q's Comments at Final: 36. Sills; Proper Material & Anchors 37._ Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound _ 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) _40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub _ 41. 42. 43. 44. 45. Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-14ftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles _ 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE:Anentrymust be made each time you visit jobsite) COUNTY QF BUTTE DEPARTMENT OF PUBLIC WORSS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of .the Califor iia Administrative Code, Title 25, Chapter ` 51 under permit number for the following location: Owner��' Owner's Address Mobilehome Mfg Model Year Insignia No. Serial No., ' It is hereby certified for occupancy at the above described location and may be occupied. Director of Public Works Dae-, By THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED White - Owner, Yellow - Installer, Pink - D.P.W. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PE IT 0. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-45 C APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 4 ZONING ,eyJ/� BUILDING PERMITCJ OWNER/���J7 /%Aryl B;/ ko /M - TELE PHO E SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 4�0U ✓� CONTRACTO 'S NAME TELEPHONE. CONTRAC R'S MAILING DDRESS Fireplace CONSTRUCTION LENDER N.' Total Valuation $- Filing Fee 10.00 LENDER'S MAILING ADDRESS Permit Fee A/ LL $ ARCHITECT OR ENGINEER _ LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS _ Permit fee $ BUILDING ADDRESS - _PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping 10,00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets `Q,Q USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome[� Other SPECIFY Building sewer 14> Lawn sprinkler system 5.00 TYPE OF WORK,,,/ New ❑ Addition ❑ Remodel ❑ Utilities ? Installation ❑ Other ❑ 9 Describe work: Permit Fee $ 'y/ -Q Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 11*1 OR 00 AMP ORSLESS 5.00 ' Main service EA. ADD'L 100 AMP 2.50 7,60 NEW CONST. DWELLING OCCUP.01) OR ADDNS. ACC. SLOGS. i 22 sq It .. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): El am licensed under provisions of Chapt. 9, Div. 3 of the Business ,and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ,• ❑ I, .as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason - NEW CONSTR -(MULTI-OUTLET 2.50 ea NON.RES D BRANCH CIRCUITS) NEw CONSTR POWER APPARATUS D / NON.RESID. SINGLE OUTLET. CIR, O EX. Occup OUTLETS OR FIXTURES BAL 250 01 IXED APPLNS. OR Ex. OCCup.(OUTLETS (RESID.) EA. 2.00 Temporary service ,_ 10.00 Mobile Home Facilities 15.00 IS. V Misc. Wiring 7.50 Permit Fee $ U Contractor MECHANICAL PERMIT FiIirig Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. LI shall not employ any person in any manner so as to beccme subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee S Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue a alnst said County in consequence of the granting of this p it. �1This � Date ` 11D % Signature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST, PARCEL PD HD SSU permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTO"F PUBLIC BY PER EXPIRES Date X the applicable provi- resolutions to do fees have been paid. WORKS Date �Z' . Receipt No. J -L WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT C, COUNTY OF BUTTE - DFPARTd:4ENT OF PUBLIC WOR 7 County Center Drive - Oroville, California 95965 - Telephon 916 4-4541 c2 i ' APPLICATION AND PERMIT ASSESSOR RC EL NUM U Z G }� BUILDING PERMI OW E /U cc? I ' // / �l� ,/r//,r/ TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS R'S N MME/ 110! crURACTOR'S �yr7►/�/T/f//�V/ iceITE/LEP-ONEV �/0 QL V c RE_ $ ,r *3J © 0✓ /L_C.� fireplace CONSTRUCTION LENDER UNKNOWiiF Total Valuation is Filing Fee $ 10.00 LENDER'S MAILING ADD ESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ l , 0 Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ ADDRESS,/fi--D BUIL ING,, SS �LJirQ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Q Q�IGL Water piping LOT NO. SUBDIVISION NAMEPARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ Mobilehomep2""Dther SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition^❑ Remmo/del/❑ utilities �❑ I Ilation Other ❑ wii Describe work: f'(/il �sf 77 �LG�C-/'�/1 � ��ELECTRICAL Permit Fee $ Contractor PERMIT Filing Fee 10.00 Main service DOOV OR LESS 100 AMP OR LESS 5.00 Main �(O service EA. ADO'L too AMP 2.50 NEW CONST. (DWELLING OCCUP.y) OR ADDNS. \ ACC. BLDGS. 20sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 1-1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and license is in full force and effect. y License No. Classification C., S/ I ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR I.Ou LET NO N.RESID BRANCH CIRC ITS 2.50 ea NEW NON -CONSTR. (POWER APPARATUS. RESID. SINGLE OUTLET CIRS) 50@259 Ex. Occup OUTLETS OR FIXTURES BAL@100 FIXED APPLN5, OR EX. Occup.�pUTLETS (RESID,) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 T_ Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. n I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all IjAb4lities, judgments, cost and expenses which may in any way accrue ag n said County in onsequ nce of the granting of thi ermit FN r 1 X Date Signature of Applicant - Owner Contractor [}�-1Cgont ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Q� TOTAL PERMIT FEE $ 5D.W OCCUP. GROUP I TYPE OF CONST, PARCEL PD ND ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRE R OF PUBLIC By PER I EXPIRES' Date the applicable provi- resolutions to do fees have been paid. WORKS Date —` 1� Receipt No. SFS 0 Z_& WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET r 1. Owner's name: 2. Installer's name: - r . 3. Is the site currently under permit? Yes r / No / / • - $ > (If yes, furnish permit number ORS Is the site an existing site? Yes / / No (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes No ( If no, clarify ) 5. What is the mobilehome electrical rating? ----------------------- Amps 6-. What is the mobilehome site service rating? 2TDAmpa - r 7.. What is the mobilehome site circuit breaker rating? ----� Amps 8. Is there any other electric load to be served by the mobilehome siteservice? -------------------------i------------------------- Yes No (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- 10. What is the t YP g as e of service. ------------------------ , -- Natural LPG ?-- 11. What is the gas pipe length from.meter or tank to the mobilehome? 33 (ft.)• i 12. What is the mobilehome gas demand? ------------------------------ �— (BTU) (This information not required if pipe length less than 6 ft. on natural gas or less than,50.-ft—on LPG.) t - MOBILEHOME SUPPORT DATA If' .other , than single wide, 1-16 Mobilehome Mfr. D furnish Setup Model No. 21K26dYear Widt(ft.) Box Length (ft.) Tagalong or Expando Size ft. x ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 19.73; furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). All center supports measured from front of mobilehome unless otherwise specified. Single A A Z x34I T 1, (ft.)(in:) (in.) (in.) Footings (check one) Wood either pressure treated or foundation grade. 2. Other: (specify) Center support Center support locations* footing sizes Supporta (check one (in.) rete block. .2i Other. ( specify) (in.) (in.) (ft.)(in.) (in.) (in.) , (ft.)(in.) (in.) (in.) (ft.)I (in.) (in.) (in.) �S 64 *If center piers are other than drawn above, draw in -locations, spacing, and dimensions. Tagalong or Expando,'. show support details. �53D -- Typical Support .) (in.) Footing Size (ft.)(in.) (ft.)(in.) -- Max. Pier Spacing -- Max. Overhang 2935- F/ BUTTE COUNTY BUILDING DEPARTMENT APPROVED'.--v/z L- 3�� hi�sef of plans 'Cl�+d Qllor sl cifzcpittr ui gaw. sT- �® u io- ke t on thle I� aI alt rat+ons on sam I Ru _ dial B " i -1- rn i� or, perm;sion C+o� frdm t e 8 I — -- --I N I TEli-1i, - - � itr+ oriCAS COe . or m oa th S e��,ca!-C Qr -- cti - es de an th a _ d - pocor Ui+ifo�ectr t �. ' e u it u� Pr�cr Ili �l o— - &a I_ l :� `r0 uti dtreEtI haif ity }-.Q o on a behi-n th ed mo-y_ I roadsi ion --arwthinithel- shill-be Iso a (eft)I within of r_ear the - —.k - — -- — m bile. R.cPo-- - a,Io �c° 10 s ` _ 00 509 FOR FT. M� MINIMUM BILES — -- — - ---- -- — -- 5 fl from the - q-��° _ - ' _ PO _ A - p of 6 setback of operty Ines 5(�ft. from ff�nteirLine-shalU a thI-r-oad-+- d-� a clear setback- of -- - - - .+� r i • W 15 E 'J L. —� i .� sttru if�r ures or a lover equip } ens a exce 9 -- -- 17 COU F t�, 1r uI _ — 1-77 I i G --I_ L ♦ II h F F� I F 14--t r RECORDING REQUESTED BY OFFICIAL RECORDS DUTTE COUSTY-CALII F;EOUESTED BY eu iE COi1N'lY Tt77L� c6APR Z� 10 49 AH 197D LOUISE KLUtRDER g► COMITY RECORDER FEE -- SPACE ABOVE THIS LINE FOR RECORDER'S USE.---�---�. DOCUMENTARY TRAKSKR TAX $.-. -� - C_.--- '- PAID X' COMPUTED ON FULL V.,L-JE OF P .1- PER Y CONVEYED, OR O COMPUTED Oti r-U:L V iL'JE LESS LIE;tS Z ElJCUMBIZANCES REMAININGTHERLON AT I IME OF SALE.- -.-. Signaturo of dedarant or agent determining teX--.firm name Ce% 1r��i�ibuacY J%int Tena ncp eco► . WESTERN TITLE FORM NO. 905 FOR VALUE RECEIVED, ROBERT. BOSER and MARY N. BOSER,husband and wife GRANT to WILLIAM To MALCOLM, JR. and SANDRA C. MALCOLM, husband and wife as JOINT TENANTS all that real property situate in the unincorporated County of Butte State of California, described as follows: Being a portion of Section 34 and a portion of the Northeast quarter of Section 33, Township 19 North, Range.4 East, M.D.B. & M,, and more particularly described as follows: Corlmencing at the quarter corner common to said Sections:33 and 34; thence along the South line of the Northeast quarter of said Section 33, South a9°25'30" 1311.98 feet to the Southwest corner of the East half of the Northeast quarter- 1 of said Section 33; thence North 0°03'30" West, along the West line of the East. half of the Northeast quarter of said Section 33, a distance of 302.64 feet to the true point of beginning for the parcel herein described; thence from said true point of beginning, continuing North 0103'30" West, along the West line of the East half.of the Northeast quarter of said Section 33, a distance of 432,00 r to the•South line of the -parcel-conveyed by deed from'Morley Henderson and wife f to T. H. Smith and wife in Book 416 of Butte County Official Records, at page 224, North 89058'30' East, 533,00 feet;'thence leaving said line, South 0°34130" �. West, 390,22 feet; thence South 85°25'15" West, 530,34 feet to the point of beginning, RESERVING THEREFROW a non-exclusive easement for road ur oses'and public purposes over the South 30.00 feet of.the East 100.00 feet of.said parcel,., 1'OGI'l'l1I?R 6�IIT11 a noel -exclusive easement for road purposes and public utility ! i purposes over a strip of land 60,00 feet in width, lying 30.00 feet on each side . of a line beginning at a point on the West line of said-Seetion 34, which po.i.nt bears North 0036'00" East, 1781°86 feet from the Southwest corner of said Section; �l thence from said point of beginning, North 89°25'30" East, 710, 00 feet o designated as "A"; thence continuing North 89°25'30" East, 976.78 feet;tthencet 1. North 88°20'04" East, 525.34 feet;•thence South -40°24'52" East, 94.27 feet; thence along the arc of a 130;00 foot radius curve to the right, whose tangent at this point bears North 49°35'03" East, through.a central angle of 31105'09" an arc distance of 70,53 feet; thence North 80040'17" East, 204.70 feet to the beginning of a 200,0 foot radius curve to the left; thence along the arc of said curve, through a central angle of 83035'50", an arc distance of 291.81 fees; thence North 2°55'33" West, 312.79 feet to the centerline of Lower Wyandotte.Road,.. . _ -.- 9 1�•�1 .i' ern w AND WHEN RECORDED MAIL TO Nwwa William T. Malcolm, Jr. ADORE�f 308 Hiddenlake Dr, Sunnyvale, California 9408 CITY& STATE Title Order No Escrow No. r- MAIL TAX BTATEMZMT$ TO Same as above" NAME ADDReaE CITY & STATE L OFFICIAL RECORDS DUTTE COUSTY-CALII F;EOUESTED BY eu iE COi1N'lY Tt77L� c6APR Z� 10 49 AH 197D LOUISE KLUtRDER g► COMITY RECORDER FEE -- SPACE ABOVE THIS LINE FOR RECORDER'S USE.---�---�. DOCUMENTARY TRAKSKR TAX $.-. -� - C_.--- '- PAID X' COMPUTED ON FULL V.,L-JE OF P .1- PER Y CONVEYED, OR O COMPUTED Oti r-U:L V iL'JE LESS LIE;tS Z ElJCUMBIZANCES REMAININGTHERLON AT I IME OF SALE.- -.-. Signaturo of dedarant or agent determining teX--.firm name Ce% 1r��i�ibuacY J%int Tena ncp eco► . WESTERN TITLE FORM NO. 905 FOR VALUE RECEIVED, ROBERT. BOSER and MARY N. BOSER,husband and wife GRANT to WILLIAM To MALCOLM, JR. and SANDRA C. MALCOLM, husband and wife as JOINT TENANTS all that real property situate in the unincorporated County of Butte State of California, described as follows: Being a portion of Section 34 and a portion of the Northeast quarter of Section 33, Township 19 North, Range.4 East, M.D.B. & M,, and more particularly described as follows: Corlmencing at the quarter corner common to said Sections:33 and 34; thence along the South line of the Northeast quarter of said Section 33, South a9°25'30" 1311.98 feet to the Southwest corner of the East half of the Northeast quarter- 1 of said Section 33; thence North 0°03'30" West, along the West line of the East. half of the Northeast quarter of said Section 33, a distance of 302.64 feet to the true point of beginning for the parcel herein described; thence from said true point of beginning, continuing North 0103'30" West, along the West line of the East half.of the Northeast quarter of said Section 33, a distance of 432,00 r to the•South line of the -parcel-conveyed by deed from'Morley Henderson and wife f to T. H. Smith and wife in Book 416 of Butte County Official Records, at page 224, North 89058'30' East, 533,00 feet;'thence leaving said line, South 0°34130" �. West, 390,22 feet; thence South 85°25'15" West, 530,34 feet to the point of beginning, RESERVING THEREFROW a non-exclusive easement for road ur oses'and public purposes over the South 30.00 feet of.the East 100.00 feet of.said parcel,., 1'OGI'l'l1I?R 6�IIT11 a noel -exclusive easement for road purposes and public utility ! i purposes over a strip of land 60,00 feet in width, lying 30.00 feet on each side . of a line beginning at a point on the West line of said-Seetion 34, which po.i.nt bears North 0036'00" East, 1781°86 feet from the Southwest corner of said Section; �l thence from said point of beginning, North 89°25'30" East, 710, 00 feet o designated as "A"; thence continuing North 89°25'30" East, 976.78 feet;tthencet 1. North 88°20'04" East, 525.34 feet;•thence South -40°24'52" East, 94.27 feet; thence along the arc of a 130;00 foot radius curve to the right, whose tangent at this point bears North 49°35'03" East, through.a central angle of 31105'09" an arc distance of 70,53 feet; thence North 80040'17" East, 204.70 feet to the beginning of a 200,0 foot radius curve to the left; thence along the arc of said curve, through a central angle of 83035'50", an arc distance of 291.81 fees; thence North 2°55'33" West, 312.79 feet to the centerline of Lower Wyandotte.Road,.. . _ -.- 9 1�•�1 .i' ern w _ TME ct% i . ignaturo of declarant or agent determining tax - firm name �r��►i�ibu�g �oir�t �er��r�c �ee� WESTERN TITLE FORM NO. 103 �.`, FOR VALUE RECEIVED, ROBERT BOSER and MARY N. BOSER, husband and wife GRANT to WILLIAM T. MALCOLM; JR. and SANDRA C. MALCOLM, husband and wife as JOINT TENANTS all that real property situate in the unincorporated County of ° Butte , State of California, described as follows: Being a portion of Section 34'and a portion of the Northeast quarter of Section 33, Township 19 North, Range 4 East, M.D.B. &'M., and more particularly described as follows: Commencing at the quarter corner common to said Sections -33 and 34• thence along the South line of the Northeast quarter of said Section 33, South 89°25'30" :lest,"'-' 1311.98 feet to the Southwest corner of the East half of the Northeast quarter- '; of said Section 33; thence North 0003130" West, along the West line of the East half of the Northeast quarter of said Section 33, a distance of 302 64eet E • the true point of beginning for the parcel herein described; thence °from saido { y. true point of beginning, continuing North 0003'30" West, along the West line of the East half..of the Northeast quarter of said Section 33, a distance of 432,00 to the'South line of the parcel•conveyed by deed from Morley Henderson and wife to T. H. Smith and wife in Book 416 of Butte County Official Records at page 224, North 89°58'30" East, 533°00 feet; thence leaving said line, South 0°34'30" Nest, 390,22 feet; thence South 85°25'15" West, 530,34 feet to the point of beginning, RESERVING TIIEREFROM'a non-exclusive. easement for road purposes and public utili.t purposes over the South 30°00 feet of the East 100.00feet of said parcel: 1.0GI?111111-12 WITH a non-exclusive easement for road purposes and public utilit purposes over a strip of.land 60.00 feet in width, lying 3 y Of a line beginning at a point on the West line of sai O.00 feet on each side 1 hich point bears North 0036'00" East, 1781.86 feet from the Southwest ccorner ofwsaid Section; thence from said point of beginning North 89°25'30" East, 710°00 feet to oint designated as "A"; thence continuing North 89°25'30" East+ 976,78 feet; thence ' North 88°20'04" East, 525.34 feet; -thence South 40°24'52" East, 94;27 feet; thence along the arc of a 130°00 foot radius curve to the right, whose tangent at this -point bears North 49035'08" East, through a central angle of 31°05'09" an arc distance of 70,53 feet; thence North 80040117" East, 204,70 feet to the .beginning of a 200,0 foot radius curve.to the left; thence along .the are of said curve, through a central angle f 83 °1 525 •tr North 2055'33" West, 312.79feet�tothe centeanio arc distance f Lower of291.8R 1feet; ; thence. . ALSO TOGETHER with a non-exclusive easement for road purposes and --p Boo* 1�jl�jti purposes over a strip of land 60°00 feetTyi tACf��7 Of a lin in tivid'ch, lying O Y e beginning at above mentioned point "A"• thence 3 °00 feet on each side of beginning, North 0007"00" East.910.00 feet; thence 27°41'00' West, t 270.00 ,.feet to a point designated•as "B"; thence continuing North 27°41'00" West 2 • 0 feet; thence South 79°39'00" Xfestq 240,00 feet; thence South 70°49'00" lV 40.00 est, 250,00 feet; thence South 89°25`30" West, 454 00 feet; thence South 85°25'15" , li�Est G°�feet-to� . 30.57 the end of said easement. ALSO -TOG ETHER WITH a non-exclusive easement for road purposes and public.utility purposes over a strip of land -60.00 feet in width, lying 30,00 feet on each side Of a line beginning*at mentioned point "B"; thence from said point of beginning, North 62 06 00 East, 540.04 feet; thence North:75002159" East, 220.26 feet; thence North 48059'00" East, 457.98.feet to the centerline of Lower. Wyandotte Road. J BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. / Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. g ��//j / (//(J (/ (�/ ZONING jj 6-�? 2: OWNER ,,pp Ro ber* W. 6/1d e -14 PHONE NO y84 OWNER'S ADDRESS 6 o 55- a aQ e /P y m 0(1��1 O r v • // e (od LOCATION OF U DING/,/�� � 9 L 60 SS a r V er,no //'d �%oi/ l ��f / 5 ' S o r /fdVO c r rh e n USE OF BUILDING— SIZE OF STRUCTURE 36 i8 y X 92�' — 8 8 8 SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL X CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING M e to/ FLOOR TYPE /3a Me),q Se— /? o c ESTIMATED COST OF CONSTRUCTION /Z 6 ,'�, °� AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT � SIDE I?Z REAR v " J'r✓ AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date / �v ✓ov Permit Fee - $60.000 Receipt No. q //q /zatt-- Signature of Owner&:�-W C<02� The above described AG Buildinq is Manager Building D By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant from a bujilbing Date ABAI .�`^..�.....,, •....... ,•; C•� /jj ' ,♦ 11 F Rose hereby certify that this plan, s IA- F . TUCK FESSi ''••, .••'• '•• `�1s rcR� y ,� cation orreport Was prepare Eo PRo F9 �••..•• Gq'q ; ' OF N c ✓F •• or under my direct s ePa y me ��F �p� • •�• �l �P •? U 9s�'• N0. 14275 RF. TUCKER tl that I am a duh/ Rc.gi4t�er,e ofes- " ENGINEER 1P 1 tiQt R. F. ';2 : `.Q� PROFESSIONAL 80 E - _ ` slonal Eng a under the laws z Z : � t TUCKER Z o• S EVALUATION REPORT NO ER -2621 P W of the State of = N ENGINcER Minnesota. a .IM: 4022 • : R 6385 ; �� . . ,� . 2 M No. R. F. TUCKER QQ, = y E-5110 ,.•a, •.:��� f Q . 33/93 + is F G/ryE£ �Q�•= PAGES DRAIMNG TABLE OF CONTENTS % ''�o J> •.•• '•90.� NSE�� ' . 9� r c+, No. 22: * OP 55�`j �''•,, 'F O»•••• PS•;P��• •• AI EN�'\a� • . 2 PAGES E::1 TUCIr �OINt ENC/hF t ,,,aa�w ;rlNywa • +''•• 97GN01 GENERAL NOTES QE Fq CO% . F9 t�.t y \� OF 0pN TAA1 `e�Q�p1e31CATffnOi�te 97GN02 a ME,}./C/+� ��ONOF `07* 'i�,,.......'y!4;�� / V o RAYMOND F. • ; m cT `9 1 = 'R F UCfC�R RAYMC'NU 21152 2 PAGES 97SC01 STRUCTURAL CONFIGURATIONS � — TUCKER ? o _ _ c _ TUCKER o TUCKER 97SCO2 9F �? �: � •?•. >r 1 n : NUMBER p 1308 4 PEo e,P�' nQA �P�. J��•.•CIVIL,.•�Da =•PR .•• .:?qW Wi E`2�131a '�� �"s, Fr'�STEi;E 1 PAGE 1.0 ROOF PANEL SPANS AND OVER ATIO A IAL STIR t" `''�` . "`� •' �� S/ONAL Usp- ,....,./ y 4;sro«►•`� ��'�ia'Q�IFR'S$,��,�~ti••�a `T�Tllall ,tea,YEn�♦ 2 PAGES 2.0 FREESTANDING AND ATTACHED PATIO STRUCTURES .•`0� • �.y''•. F T �CkF .1111 ,.�`���P� E C N �R�ppFF �,.DEESaiC�y9•q G1STE'� PAGES 3.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES = a gE gE R. F. TUCKER 1 PROFESSIONAL _ E-61529 REGISTERED PE 4074 f PROFESSIONAL 1YAGE 4.0 FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES e �.;N�!NE��•:' �. F l ENGINEER y'•••.,..�.t�� `� �61NFF. No. 4523 ?I PAGE 5.0 FREESTANDING AND ATTACHED LATTICE COMMERCIAL STRUCTURES "•r.b„r,�„ N�•Tiy C ��`t,C /.,,F S/ ` - �o s Ohl AI o 1 PAGE 6.0 COLUMN AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURE%% O q \ 2 rp•••. r a . ��,��' f` • (T u,`�. l CF oo°i'ec' $gsCi �1, �'���: ,lO •' AGES 97CD01 CO ENT PARTS AN CTION DETAILS R. F. FUCKER �o t 97CD02 �p F�nFF ., >� u >, ;� :�v _ _. -= a o �►CT ...... .... NO. 26070, �I 97CD03 F' _ No. 0320$5 (,1 IV E, S.p Q `REGISTERED \' t1 \`� CA��, ; .t i h j ” _ • t) 3t ` ,'3 ii"i� 97CD04 '�84+O�R PRO%ESs1oNA �_y ESSi•s.y9.t o .. .^ f 7 �' o _ 6362 CIVf / �P 97CDD5 w OREGON c `�No.�2�oQT'' - R. F TUCKER ��'.•,yo'�'> >, s 9lV Ccr R. TUCKER • _ • e 213'Z"r < ..FC; Sh GF CALIF s y �,` > J ',� V Y. f.'r......... .' _ n" �t :NGINEER :s O. P• • / O !�t••/;. .a ... r o / 1. 14AL nynMl ro 97CD07 •:GG �� rb N0. 61e'n', �i'�y =�►a' s�.,�o D0 � • ///////FLj�j1� `Ee E ;- a.^° �� REGI r1 S ^9 7 �• •c••a• 0 s 97CD08 �* 1P�eee000 %F �i 'Q r•'{ Ap Z UCS .9F�s 97CD09 F TaJ' ��6T S Y L i ,> ••r•ea.e.e°`e,,,, O4R / 20918 0 PAGES 97LT01 COMPONENT Pi►r3'�1tFiZ.j�ONNECTION DETAILS FOR'1N�MMERICIAL LATTICE STRUCTU N0. 79$4 a z -o';• cQ? 97LT02 \ea�'' ���'!f'///iio \\��4►•$' �°'� //ion i z�A c? R. F. TUCKER ' 90,x.'••• vd, \��.�a G 97 LT03 EOR G/ !!. �Cn ••••eG \v �� 11111111111II// � •�• � •% � ST ♦ � � .•a,: %' .,,`` TI,�.%,, 97LT04 Is y � � °r'brrl IH•1``` , IST �F� ' NO. N0. 8143F� • NO. ` fi . i' v /� R. F. ST'TE of ���tl'iUinurrr�ii,, ��G E,p•.•R''s� N0. 8143 608801 t X801 �.,�ER -< �E CONMFC/' = PROFESSIONAL s �! PROFESSIONAL ' 8�'� [ rr; .I : - • i � -, � f • Date SrATV / 9 �S ,� TOc;I.: No. l Ia58 �, \�G ��." �` NGINEE �i �.� ;• - iilll@1'llll� w F' ' -';.A= G _ : 'v, 1 N E . �� oo lAM p► c F �`,�.F. io a lAN �' �t� �•4' A O� o ten• BU LDING PI10DUCI8i III Y( Q '� � = '.O of S �' G of /� \ i (. r. 1140 ALL PRO DRIVt c F Tiililr Ii \ ��, // �'V �0 \\ 4 STE `'Q' \1W111Niiif,' 4(AW P. .� !' . // ANAL W 0 . I/ NAL E \\\ S' �{;':. \��� j ELKHART, IN 4651'4 .� ••• ,•. QF �,� //// �, ♦ `�• �� Fc /// ♦ ,`�N\1 EVALUATION REPORT CR --,ZIP NO ZITS: ��/O �• �� •Nwy F I��>r' : �:V N•.•••• `s `,�O:`, ,� �\ Q•� G%s AGE 1111 C� t .• •.• S = 'rte , r,, .r •GI NF •. sem'; F. C/rr �,. �� iy, .,� Q�• p :• /moi ���;• E,EN• c<,Q ��GI NtcF�0 : Qv\CEN,4�,�'�` : C? 411 � F,Q %� \CEN�i9 .�yti135 - '��i s nNi f CEATI LATE - ' : Z = 1833 : D = R. TUCKER ? DATE 2 a z000 IL ��/�..,.,:,I• Na 15896 = N� 1833 r = $ 12% :�9 r r = Reg. No.u271i75 = �j�:&STATE OF\Q � ,9 � ' � ' . 7D STATE * 9 ••9TF OQ :. Q �9 ',TF OF \� ••. �:. � �L7 ' Q REGISTEREC i�� lCs� ♦ Y O�� �Q� �tQJ- ' - r OF S. •�•• Of \ ••• �� '+��SJ •••.....••• G���� t/ PROFES51ONA1 ENGINEf.;�� /�s�`•�,•VIRG•` '. d► SiJ%',�,' SRORIDA ��. 0iOryD•F'�vG '+�1NSA � �''.,�/yp F. J.•° NS/� ',��. •, s/ �� `,'✓ '''��,,,,1111,11�•`'`, /0111AL ••,.,111 , �/� �''��/ EIVGINEEA:��`� ���//OIN , E COUNW arAL ° 'h►�a,,,tf„ „1,1111 ` I1�ING DEPART FRED ENG��`'� �F� ,111111/1111, A B A :•CPROFMIONAL T I I C� its VM's ICA r• ¢ 2.1152 R. F. TUCKER g9RONA. U S% p y . .• l F NE K SINAL ENGdR 5/ �Q�`'t• R. F. •%��L•'Q��O W,��9 QF,TUC TUCKER i m 3�' y~ F'� Uc f�;;rF� i ,a �y� M�,�i� y �o` �9 �'00D A -:.1�• ' "� C' No. pi o ' RAYMON F rn , b :• E-5110 a� ; 4022 -y+ = . TUCKER FS / ENSE 6\�``�Q • OA �Q�, ��y .civl�..•�oa� :� Q �• ' .••aNAI.••' • • 9pFE$S\� N0. 8628 ''o '.. :. 87662 1. DESIGN IN ACCORDANCE iA%rH THE UNIFORM B G CODE ARKA- N tiJ � REGISTER D PROFESSIO AL S ry ENGINEE o 45452 �o NO. 260' ap 3-31 CIVI\- �F OF CAO' V TUC',1• moi_ No. 2053 .......... T ;• R. F TUCKER 1 NUMBER :4 •••_ t: -2A3]4 MON Tgti'I 4 RAYMOND TUCKER 1308pr kG/ S TE aE0 9 ,NA L Env ••N•pnglply- �•��ZN CARP;" F. TUCK SEAL 15716 F TUC6 1'1 p1j1unnl••`•• EDf110N. :.: ..... - - - - - - 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE LATEST EDITION OF ALUMINUM+�',ls,� M Fcc TFIAN 15 FT Design Uplift Wind Pressure (psf) ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE UNIFORM BUILDING CODP�:'�•�; ; ,.. Simple Span Areas Eaves and Overhangs �,e' ." fed Unenclosed Enclosed Unenclosed Enclosed _= 3. EACH BUILDING PERMIT SHALL BE ACCOMPANIED BY TWO COMPLETELY DIMENSION...... == """' h Exposure _ PLOT PLANS SHOWING EXACT LOCATION AND SIZE OF EXISTING AND PROPOSED i 00 RK -CF. i t; � � .:: - STRUCTURES. ,,`ss�unl........... '''= 10.16 10.16 10.16 21.87 4. DESIGN LOADINGS: ee� �RO�ESSIp4, '-:�. 9 sem, - c?::` :'0 B 16.76 16.76 16.76 36.11 •°°"" "°•°q�� ,,,��{�9 ��s'���•-w��70 C 17.36 17.36 17.36 37.40 A. APPENDIX CHAPTER 31 DIVISION III PATIO COVERS ;; KEG. NO °•° 'y, c - ��...!�;TiT,, a .A .5 6 _ 1L.a: 90 C 28.66 28.66 28.66 61.73 4, ; UVELOAD: 10 POUNDS PER SQUARE FOOT. o` ; 6369 20 POUNDS PER SQUARE FOOT : R. F. TUCKER t �. 25 POUNDS PER SQUARE FOOT T LESS THAN 18 FT Design Uplift Wind Pressure (psf) 30 POUNDS PER SQUARE FOOT 's J 40 POUNDS PER SQUARE FOOT•°°e�7H OAYG:6*aO ,�+ Simple Span Areas Eaves and Overhangs 60 POUNDS PER SQUARE FOOT °`°°°°° �o'� SUnenclosed Enclosed Unenclosed Enclosed `��.� R. F. TUCKER 7 WIND LOAD: FOR 0.4112 > SLOPE ( 2112 •''•••......�rls+►d' No.032085 ml�;: Exposure 10.65 10.65 10.65 22.93 B 17.58 17.58 17.58 37.86 Design Lateral/Uplift Wind Pressure (pgf) a,a_ c � 0 C 18.05 18.05 18.05 38.88 Speed Simple Span Arens Eaves and Over .1 � ; . ONA aFxzc rL1L �� 90 C 29.80 29.80 29.80 64.18 i mph Height Zone Unenclosed Enclosed Unenclosed Enclased: 2 J 70 Less than 10' 7.5 7.5 7.5 7.5.w c1iN Q^c; 3 FOR DESIGN OF PRIMARY FRAME SYSTEMS Q / 90 Less than 10' 11.3 11.3 11.3 11.3 A,21 �! j 70 Less than 12' 10 10 10 10 _`` ``'• F WAS`' 'F Tri``.' Design Wind Pressure (psf) 90 Less than 12 15 15 15 15 //a1ril;«I, 1� Exposure B Exposure C 1 hereby certify tt of iasis r_°Cr,, - - 70 mph 90 mph 70 mph 90 mph or u"='r . tY Vii': ect s,;ceMsio., ' ` Lateral 10.2 16.8 17.4 28.7 B. COMMERCIAL STRUCTURES that I �,:T: t7 Ce UI' Rt- -, �,c 9t<` v1 , IJJJ '' >, �ere�• I' c. F G, Uplift 10.0 15.0 10.0 16.05 t} = slonot I 91nper under the i� S �S `� ' UVELOAD: 20 POUNDS PER SQUARE FOOT. of the Stcta of Mlnneso a, s/Gh �Q? 25 POUNDS PER SQUARE FOOT F TUO�F,Q 40 POUNDS PER SQUARE FOOT ode 30 POUNDS PER SQUARE FOOT R. F. TUCKER f_ 60 PJ.UJND PER SQUARE F n No. 2... PR •,,, •° t�/sj��.,, >s: f uC� Q TE REVISION DATE REVISION a CERTIFICATE8: °�,��..... O. �;s ,'*.TUC k� `O`C_j (�. ,� f�a PRG .� '` ��111►1:: • . ; ,� STATE OF ;� f�GINFF� •i0 ; �,� FO a R. F. TUCKER _ �� ENGINEER 1 t�Gi57F,p ' n FLORIDA = 4/ • 0 Z - Rag No. 27575 = O Q •�4" Girf Z?!4L Q• Fp'. No. 11458 ' �Uunn1111Y� �k`'' � : � : N 1833 � � � 12733 REMSTEREr _ N M a 13557 0 ; \ 9 • PROFMIONA1 ENGINEER �1 6385 - S ax Engineering Services ''ED ENG QF o� ; ♦. �� IN �` : 9� Q� s p';/ySTATE � 1140 All Pro Drive O R (�` 9� •• F Jinw�•• t� N N811 ��J �� �` O \ ��. �'T � r �► Eldurt, W i -41'r, 44514 �'d` • D .�/`;u4uCV r , y,c ,i'5�,,�j•. 4 ` KG ICBO ES EVALUATION REPORT NO. ER -2621P �► 9 ti NAME N:8143 , Is RF. TUCKER • a s I/iul t' NONE oR P�GENERAL NOTES OONAL !` R. F. ENGINE S STAMP 2/6/2000 LV 97GN01 OF 2 I flit 9538 NO. 33793 `j /STEREO �SpNAI ENG 'err::la" K'1'OIiAING PROFESSIONAL RE 4074 C0F� .. r� 0 . R. F TUCKER \U E-61529 a C. / 8440\ OREGON r � iQJST 22 .`�• P. eq ���:E415tEREo �� vRofEsslOw►��'�\' R. 'TUCKER -, ENGINEER ��, * J No,12109!1 * No. 7984 i R. F. TUCKER •T 1- rT°Tt uF U1''t' �« SEE SCH EIDIILES wAIIES D FASCIA OPTIONAL 3 1/ CONCRETE �SiLAE SEE rJ 5. SHEET 97 02. .,SEE SCHEDULE FOR FOOTING SIZE FOR COLUMN SPACING SEE TABLES 2.1, 2.5, 4.1 OR 4.2 n #7, SHEET 97GNO2. SEE SCHEDULE FOR DRAIN J " " � FOOTING SIZE °d" = TYP. OPT. 3 1/2- CONC SLAB '- ,�d" " " CUBE SIZE SEE NOTE # 5 ON SHEET 97GNO2. MUL11SPAN ATTACHED CAN11LFVEI?ED STRUCTURE LENGTH VARIES HAN FOR COLUMN SIZE SEE 'COLUMN SCHEDULE" _ NOTE: PATIO WIDTH VARIES W/ SELECTION OF HEADER, NUMBER OF COLUMNS FASCIA COVER AND LOADING CONDITIONS. SEE HEADER PANEL NSTALL SG1-:=DULES FOR MAX. COLUMN SPACING. COLUMN VERTICALLY DRAJNDE S[L• -SEE SCHEDULE PLACE 1- 1/2'0X6'STL. ''1'� FOR FOOTING SIZE. SINGLE SPAN FREESTANDING STRUCTURE r BAR AS SHOWWN AV ADER ALL MN ALL PROVIDE' DRAIN OPT. 31 CONC. SLAB SEE NOT, 5 ON SHEET 97G 02. •INTERMEO. BEAM STLCOLTYP.�' 1NSTALL CO VERTICALLY r VARIES• �L'ENGTH 75y; OF PROJECTION MIN. LENGTH FASC MAX. OVERHANG 25% COL. SPACING END FASCIA COVER P EL OVERHANG „ 25R COLUMN w SPACING ---_ 71/2'0 STEEL BAR ® 6' LONG SEE SCHEDULE FOR --._FOOTING SIZE - "d" 1 IS-TYP. CUBE SIZE R PANEL END PROVIDE 1 1,/2< DRAIN OPT. 3 1/2 CONC. "d SLAB -SEE SEE-SCHEDULE—FOR` NOTE # 5 ON FOOTING SIZE "d" "d" SHEET 97GNO2. SINGLE SPAN ATTACHED CANTILEVERED STRUCTURE DATE REVISION DATE REVISION W• = z NO. 6v ' _�� ` �el'1111Sg Engineering Services 1140 All Pro Drive 3(� Elkhart, IN 46514 sA V 1 V Pr:.2 i�UPAN •KG ICBG ES EVALUATION REPORT N0. ER -2621P F C''.=-��� NONE OR PART STRUCTURAL CONFIGURATIONS NAME DATE. SHEET E EERS STAMP 2/8/2000 N rr 97SC01 1 OF 2 GENERAL NOTES: (CONTINUED FROM SHEET NO. 1) NOTE: EXPOSURE "B" HAS TERRAIN WHICH HAS BUILDINGS, FOREST OR SURFACE IRREGULARITIES COVERING AT LEAST 20 PERCENT OF THE GROUND LEVEL AREA EXTENDING ONE MILE OR MORE FROM THE SITE. EXPOSURE "C" HAS TERRAIN WHICH IS FLAT AND GENERALLY OPEN, EXTENDING ONE—HALF MILE OR MORE FROM THE SITE, IN ANY FULL QUADRANT. 5. CONCRETE MIX: Fc=2500 PSI 28 DAYS. APPENDIX CHAPTER 31 DIVISION III PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE COLUMN LOAD IS 750# OR LESS. CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND . NO CRACKS WITHIN 2'-6" OF COLUMNS. COLUMNS SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OF SLAB. 6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL. ALLOWABLE SOIL BEARING PRESSURE OF 1000 POUNDS PER SQUARE FOOT. STRUCTURES SUPPORTED BY FLAGPOLE TYPE COLUMNS ARE NOT ADVERSELY AFFECTED BY A 1/2 INCH LATERAL GROUND MOVEMENT AND FOOTINGS FOR THOSE STRUCTURES HAVE BEEN DESIGNED FOR AN ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 200 POUNDS PER SQUARE FOOT PER FOOT OF DEPTH. SOILS OF ORGANIC CLAYS OR SILTS REQUIRE A SOIL INVESTIGATION AND SPECIALLY DESIGNED FOOTINGS. FILLS MUST BE PLACED UNDER A LABORATORY CONTROLLED COMPACTION SUBJECT TO APPROVAL OF THE BUILDING OFFICIAL. 7. ALUMINUM BOLTS TO BE 2024—T4. B. COMMERCIAL STRUCTURES MAY BE USED FOR PARKING OF MOTOR VEHICLES PER LOCAL BUILDING CODES. APPENDIX CHAPTER 31 DIVISION III PATIO STRUCTURES MAY NOT BE USED FOR PARKING OF MOTOR VEHICLES. 9. FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER. 10. STEEL BOLTS SHALL BE ASTM A-307. 11. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 12. STEEL FASTENERS SHALL BE EITHER STAINLESS, GALVANIZED OR DOUBLE CADMIUM PLATED "AN" BOLTS. 13. HIGH STRENGTH BOLTS SHALL BE ASTM A-325. 14. EMBEDDED COLUMN SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 15. PATIO STRUCTURES ARE DESIGNED IN ACCORDANCE WITH APPENDIX CHAPTER 31 DIVISION III OF THE UNIFORM BUILDING CODE. 16. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR COLUMN. 17. PATIO STRUCTURES MAY BE ENCLOSED WITH INSECT SCREENING. 18. STRUCTURES MAY BE ATTACHED TO RAFTER OVERHANGS PER SCHEDULE. 19. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL, OR ABSORBENT BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FACING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH U.B.C. SECTION 2004.3. 20. ALL SCREWS CONFORM TO ANSI 818-6-4 AND SAE J933. GENERAL NOTES FOR LATTICE STRUCTURES: (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS 97SCO2 AND 97LT01 THRU 97LT06.) 1. SEE GENERAL NOTES. SHEET 1, SECTION 4 FOR LIVELOAD AND WIND LOADS. 2. OPEN LATTICE STRUCTURES SHALL NOT BE ENCLOSED. �..= REVISION R. if CJ_ 1` cD • W 1: � N0. 2 t .� .31-cZJ jIII�&P11l �Il ff STAMP DATE REVISION En9lneerinq . Services 1140 All Pro Orlve - " . Elkhart. IN 46514 r—" " • KG I ICBO ES EVALUATION REPORT NO. ER -2621P I GENERAL NOTES 97GN02 2 OF 2 1.0 ROOF PANEL SPANS AND OVERHANGS FOR PATIO AND COMMFRCIAI STRUCTHRFS 312• x 12"ROOF PANEL DESIGN SPAN FOR PATIO STRUCTURES LIVE PANEL 17 HEIGHT LOAD Y 70 10 OVER (PSF) (IN) MPH MPH 1 HANG 10 0.018 16-7- 16-2- T -t0' - 0.016 0.024 18'-8' 183" 8•-7' 0.018 0.032 2175' 2175• 9-0• 0.016 0.036 21'4' 21'4• 9'-10" 20 0.018 11'-11' 11'-11• 5'- 20 0.024 174• 13•48• 63' 30 0.032 15'-11. IF -11' 7-4• I HANG 0.036 1 17'-0' 1 r4)' T-10• 25 0.018 117-• 117-9' F -2- -r0.024 20 0.024 173' 17-7 F-11' ac 0.032 14'4' 14'-4' T-0" 9'-r 0.036 154' 154' T3- 30 10D18 9-10' 9'-10' 4'-9' 13'-r 0.024 11'3• 11'3' SS 0.020 0.032 17-1' 17-1' 64' 30 0.038 14'4• 14'40' 6-10' 40 0.018 V -r V -r 4'-1' 155' 0.024 7-10' 7-10' 4•-9' 11'-9' 0.032 1 VS 11'-S S-6" 17-r 0.036 173' 173• T-11' 60 0.018 T-1' T-1' 74' 4'-11" 0.024 CA' CA' T-10' 6-r r-1• 0.032 7-W 9'S 4'-6" 17-1' 0.036 1a-1• to -1' 4'-10' lf-I-Saul 2 1/2'x 18• STRUCTURAL PANEL FOR PATIO COVERS LIVE LOAD (PSF) PANEL Y (IN) IT HEIGHT 70 90 I OVER MPH MPH HANG 10 0.018 174• 11'-11- s-9" 20 0.018 a•-10' a•-10' 1 4'3' 25 0.016 8•-0' 8'-043F-10- 14'3• 30 - 0.016 T4• T440 16-2- 5'-5- 0.018 65' 6560 8'4' 4'-0' 0.016 4'-10' N-1 11'-8' TABLE 1.2 2 12'c12'STEEL PANEL DESIGN SPANS FOR PATIO STRUCTURES LIVE PANEL 17 HEIGHT LOAD Y 70 90 OVER (PSF) (IN) MPH 1 MPH HANG 10 0.0120 14'3' 14'3• S-1' MAX 0.0149 16-r 16-2- 5'-5- 20 0.0120 8'4• 8'4' 4'-0' 70 0.0149 11•48" 11'-8' 4'-4- 25 0.0120 6-9' T -V 74' 20 0.0149 1175• 117$ 4'-0' 30 0.0120 S -r S -r r-9• I HANG 0.0149 9-r 9'-r 7-9' 40 0.0120 4'3" 4'3• 7-1' 20 0.0149 8.4• 6.4• 75' ac 0.0120 2--i0• 7-t0• 1'S 9'-r 0.0149 SAO* s-10• 7-11• TABLE 1.3 2 12• x 6' ROOF PANEL DESIGN SPAN FOR PATIO STRUCTURES LIVE PANEL 17 HEIGHT LOAD Y 70 90 OVER (PSF) (IN) MPH MPH RANO 10 0.016 175 173• 6S MAX 0.020 19-W 14'-4- 6'-11• 90 0.024 16.3' 163' T-10- 70 0.032 18'4• 18•4• 6-r 20 0.036 194' IV -4- 5-11- 20 0.018 9'-9" 9'-9' 4'4S (PSF) 0.020 1G-6' 17-W 5`4' I HANG 0.024 11'-9' 11' r 94' 25 0.032 14'-1• 14•-1' 6-10' 20 0.036 19-1' 1S-1' T-1' 25 0.018 3'-9• 8'-9• 4'-2* 9'-r 0.020 9'S 9'S' V -W 30 0.024 la -r 117-r S-1• 13'-r 0.032 173• 17-W CA' 0.020 0.036 13'-r 13'-7- 6-7- 30 0.018 T -a' T46' 7-r 4o 0.020 6'-8" 8'-8• 4'-1• 155' 0.024 9'-9• 9-r 4'4• 11'-9' 0.032 1 V-8' 11'3• S -r 17-r 0.036 17.6' 175 6-0' 40 0.018 T-10' S-10' 2•-9" 4'-11" 0.020 6-11• 6-11' 7-7 6-r r-1• 0.024 8•-6' V4r f -Cr 17-1' 0.032 10'-2• 1 a -r 4•-10• 1a4r 0.036 117-11. 10'-11• F-3- 60 0.018 4•-1• 4'-1' T-10' 0.024 0.020 6-3" 63' T -T` 0.024 T-0' T-0' 3'-0' 4'-10' 0.032 6•-5' 8'-5' 4'-0• 8'-9• 0.036 7-0• W -W 4'-3- TABLE 1.4 �2 1/2")c 12" ROOF PANECDESIGN, SPAN -FOR -PATIO -STRUCTURES I LIVEPANEL FOR OOhERCIAL STRUCTURES 12' HEIGHT 70 90 OVER LOAD Y PS . , IN MPH MPH HANG 10 L0`018 174- IT -W 5* -10• MAX %0.024, 14'5= 14'5' 6-7" 90 0.032 15•-9' 15-9' T3• 70 0.036 165• 165 r-6" 20 0.018 8'-11 • V-11 • 4'-3' (IIS 0.024 1 V-6' 1 V-6' T-3' (PSF) 0.032 12'-7" 12'-7' 5'-9• I HANG 0.036 17-1- 13'-1' 6-0' 25 0.018 8'4• 8'4' T-10" 20 0.024 1175• 195 4'-10• S4" 0.032 11'-9' 11•-9' 64' 9'-r 0.036 12'-2- 17-2- Sf• 30 0.018 T4• T4" 7$ 13'-r 0.024 9.5' 9•S 4'-r 0.020 0.032 117-11. 117-11' 51-0' 11'-10' 0.036 11•-01• 1115- S3• 4o 0.01a 6S 6S 74r 155' 0.024 a'4• S4• V -W 11'-9' 0.032 9'4' w4r 4•-r 17-r 0.036 1174' 117-W 4'-9' 60 0.018 5!4• S4• 2'-6' 4'-11" 0.024 CAW 6'-10' 73 6-r r-1• 0.032 T-10• r-10" 7-- 17-1' 0.036 8.3' 8'3• 7-11' TABLE 1.5 3 12• x 12'PANELALLOW. DESIGN SPAN 2 12' X 6' ROOF PNL ALLOW. SPAN FOR 2 12• x 1r ROOF PNL ALLOWABLE SPAN FOR OOhERCIAL STRUCTURES FOR COMMERCIAL STRUCTURES FOR COMMERCIAL STRUCTURES UVE PANEL Enhi EXPOSURE C MAX LIVE PAN EXP. B EXPOSURE C MAX LIVE PANE EXP. B EXPOSURE C MAX OAD IL(PSF) Y 7-0• 70 90 OVER LA 0 Y 70/90 70 90 OVER LOAD Y 70190 70 90 OVER 0.0149 (IIS 10'-11" MPH MPH HANG (PSF) (IN) MPH MPH MPH I HANG (PSF) (IW) MPH MPH MPH HANG MAXIMUM ROOF HEIGHT 1a' MAX9A N ROOF HEIGHT 18' MAXIMUM ROOF HEIGHT 18' 20 0.018 11'-11. 11'-11•. 11'5 S4" 20 0.018 V-9- 9'-0' 9'-r 4'S• 20 0.018 8'-11' V-11' 8'-r 4'-1' 6-2• 0.024 13'-r 173' 17-r 6S 4'4• 0.020 1175' 10'•6• 117-2' r-10• 11'-10' 0.024 11'-8• 11'-6' i i' -r s -r 0.018 0.032 is -11' 1s-11' 155' T$ r-11• 0.024 11149' 11'-9' 11•-0' S4• 9'-r 0.032 17-r 1r -r 17-r S-9" 10'-9' o.o3a 16-11' 16-11• 16'-r TA" 4'-11" 0.032 0.036 14'-1• 15-1' 14'-1' 15-1' 17-10' 14'-11' 6-r r-1• o.o3o 0.036 17-1• 13'-1• 17-1' S` -Il' 25 0.018 10'4• 1a4r 10'48' S -r 25 0.018 S4' 8'-0" 6'4- 7-9' 0.024 173• 173• 12'3' 6-11' 0.024 10-4' 1T -C 1174' 4'-10' 25 0.018 a'-9' 8'-9' 8'-9• 4'-r 0.032 14'3• 14'-3' 14'3• V-11• 0.020 9•S 9'S 9'S C4r 0.032 11'-0• 11'-8' 11'-6• 5*4• 0.036 i5'3• 1s3• 153' T3• 0.024 0.032 117-r 1r-0' 117-r 174' to -r 1r -W s-1• 6-1' 0.036 17-2• 17-2' 1r -r S4• 3o 0.018 9'-10• 9'-10' 9'-10' 4.4"' 30 0.018 T4• T4' T4• 7-0' 0.024 11'3• I V -r 11'3- sS 1 0.036 17-r 13'-7' I 17-r 6-7' 1 0.024 9'4' W4r 7 6' 4'-7' 0.032 17-1• 17-1' 17-1• 64• 0.032 IMAM 117-10' 117-10' S-0' 30 0.018 T46' T-8• T-0' 7-r 0.036 14'-0' 14'-0' 14'40' 6-9' 0.020 0.024 V4r 7-9' a' -s 9'-9' a'3- 7-9' 4'-r 4'4' 0.036 111-F 1 r-6' 1 rS s -r 40 0.016 8•-r 8•-r S -r 4•-1' 40 0.018 65• 6-5" 6S 3'-0• 0.024 9'-10' 9'-10' 9'-10' 4'4S 0.032 11'-W 11'-W 11'3' S -r 0.024 8'4' V4• 8'4' T-11• 0.03211'3' 11'5 11'3' S-6' 0.036 1746' 12'4r 1r-6• 64' 0.032 9'S• 9•-6" 9.5" 4'4r 0.036 17-r 1z -2-I 1 r -r s-11 • 40 0.018 0.020 5-10• 6-11• 5'-10' 6-11' s-117' 6-11' 7-9' 73' 0.036 117-0' 10'-0' 1 117-0' 4'4' 60 0.018 T-1" r-1 • T-1' 74• 60 0.018 5-4' 5-4• 54' 2'S• 0.024 CA' V-1' 8•-1• 7-10' 0.024 8'-6' 8•-6• V-6" 4•4' 0.024 6-10' 6-10' 6-10• 3'3' 0.032 9'S 9-5" 9'S 4'S 0.032 17-2' 1a-2' to -r 4' -to' 0.032 T-10• T -1o• T -1o• 3'48• 0.036 117-1- 1a-1" 17-1- RAO- 0.036 10'-11. 117-11" 10'-11' S3• 0.036 63• S3" V-3" 7-11• TABLE 1.5 2 1/2'x 12' STEEL PANEL ALLOW. SPAN FOR COMMERCIAL STRUCTURES LIVE PANEL EXP. BI EXPOSURE C I MAX LOAD Y 70190 70 90 OVER (PSF) (IN) MPH MPH 1 MPH 1 MANG MAXIMUM ROOF HEIGHT 18' 20 0.0120 8•A"8-9" 7-0• 8'-9" 4'-0' 9'40' 0.0149 17-1" 12'-1• 12'-1' 4'4- 25 0.0120 T-1' T-1' T-1' 4'4' V -T` 0.0149 117-11, 10'-11" 10'-11' 4'41' 30 0.0120 6-0' 6-0" 6-0• 3'4' 0.0149 10'-0' 117-0" 10'4' 7-9' 40 0.0120 4'-r 4'-r 47 7-1" 9'-10" 0.0149 8'4" a'4' 64" 7-5" 60 0.0120 3'-2- 3'-2" 7-2' 1 S 5-9- 0.0149 6-2• 6.2" 6-2• r-11' 6o TABLE 1.7 4'-1- 4'-1- 2 12' x 18' ROOF PNL ALLOW. DSGN SPANS FOR COMM. STRUCTURES - ROOF HGT IV LIVE LOAD (PSF) PANEL EXP. B EXPOSURE C Y 70/90 70 90 (IN) MPH MPH MPH MAX OVER HANG 20 0.013 8-10' 8'-10• 8'-6' r -r 25 0.018 S4' 8'-01 8'-0' 7-9' 30 0.018 1 T4' T4• T4• 7S 40 0.018 6S 6-5• 6-S 7-0• 60 0.018 53- S3• 9'40' 9-W 9'-0' TABLE 1.8 10'-r TABLE 1.9 6o 0.013 4'-1- 4'-1- 4'-1- 1-10- 90 0.020 4'-9' 4•-9' 4'-9• r -r MPH 0.024 6S 65' 65' 7-0' 11'-1" 0.032 8'S 8'S" 3'S 4'4' 6.8• 0.036 9'40' 9-W 9'-0' 4'3' 10'-r TABLE 1.9 16-11' 16-11• ALT. 2 12• x 12' PANEL ALLOW. SPAN FOR PATIO STRUCTURES LIVE PANEL 17 HEIGHT 70 90 OVER LOAD Y PS IN MPH MPH HANG 10 0.018 11'-4' 11'-1" 64" 20 0.024 14'-" 14'-8' 6.8• V-9' 0.030 16-9" 15'-9' T -r 10'-r 0.038 16-11' 16-11• T-9" 20 0.018 S -r V -T` 3'-11• 13'5• 0.024 11'-0• 11'-0" 5-7 Ewa 0.030 12'-7' 12'-r 5'-0' 0.038 13'-6' 13'-0" 6-r 25 0.018 TS TS• 3%6' 11'x• 0.024 9'-10" 9'-10" 4'-9• 12'-7" 0.030 11'-' 11'-8' 5'3' 6-9' 0.038 12'-7- 12'-7- 5-9- 30 0.018 6-9' 6-9" T-2' 0.024 9'-1' 7-1" 4'4• s-0' 0.030 11'-0• 11'-0" F -O" 11'-10' 0.038 11'-10' 11'-10' 5'-4" 40 0.018 T-11 • 6-11' T-9• T-11' 0.024 r-11• T-11' T-9• 0.032 0.030 9'-r 9'-r 4'-6• 0.038 10'-10. la -10.14'-10' 10'-9' 60 0.018 4'-11• R-11- 2'-3• 4'-11" 0.024 6.6' V -W 3'-1• 6-6- o.o3o T-11' T-11• 7-9' T-11' 0.038 9'-0• 9•-0' 4'3' TABLE 1.10 ALT. 2 12• x 12" ROOF PNL ALLOW. SPAN FOR COMMERCIAL STRUCTURES LIVE PANELEXP. B EXPOSURE C MAX LOAD Y 70M 70 90 OVER (PSF) (IN) MPH MPH MPH HANG MAXIMUM ROOF HEIGHT 18' 20 0.018 V-2' 8'-2• T-11• V-9' 68 0.024 1a-11' 10'-11' 10'-r 5'-1' 0.032 12'-6' IT -(r 17-T 5•-8• 0.038 13'5• 13'5" 13'-0' 6-2• 25 Ewa T4• T4" T4' Y -T 0.024 V-10" 9'-10" 7-10' 4'-9' 0.032 1 V-8" 11'-8• 11'x• s-3' 0.038 17-7' 12'-7" 12'-r 5'-9• 30 0.018 6-9' V-9• 6-9' 3'-2• 0.024 9-0• 9'-01 9'-0• 4'-4' 0.032 11'-0' 11'-0' 11'-0" s-0' 0.038 11'-10" 11'-10" 11'-10' 5'4' 40 0.018 5'-11' 6-11' 5'-11' 2'-9• 0.024 T-11' T-11' T-11• 3'-9' 0.032 9-r 9'-7' 9 -r 4'-6' 0.038 10'-9' 10'-9' 10'-9' 4'-10' 60 0.018 4'-11" 4'-11" 4'-11" T-3- 0.024 6-0• 6-6- 65• T-1- 0.032 T-11' T-11• T-11• 3'-9' 0.038 7-0• 1 9'-0• 1 9'-0- 4'3• TABLE 1.12 PANEL TO PANEL FASTENING PANEL Y (IN) 010 SMS FASTENER SPACING WIND LOAD PATIO/EXP B EXPOSURE C 70 90 70 90 0.018J146 s 44r 7-11' 0.0245 6 6-T 3-1 V 0.6326 e- e' er s -r 0.036sem• 8's s -r 0.042 -" 68 1 s -r TABLE 1.13 2.25"� .--6.00"-"1 OA 2 1/2" x 6" ROOF PANEL 2.464" . 12.00' B. 2-1 /2`X-1-2" ROOF PANEL 2.10 L F18.00" -I © 2 1/2" X 18" ROOF PANEL 3.500" 12.00 OD 3 1/2" x 12" ROOF PANEL n � 2.375" . ,NEL 2.0 FRFFSTolurntu[, akin errerwFn PATtn QTPI IrT1 Ii?Pc ULE TRIB MAX COUMN sPAcm FOR I r CLOVERLEAF STEEL HEAm C ROLLFOIRMEO C BEIM 10' ROUXORAED C BEAM r I BEAM Y_I.BEAM_­ —� a 11r ROLLFORMED HUFADQI ALASKAN EXT. W-40ER S Ur EXTRUDED HEADER TRIG LOAD YIIDTH ATTACHED PAT70 ON SLAB moTH MNLCONS. OOTER SIZE h" CONS. FOOTER SIE MAX CONS. FOOTER SIZE MAIC CONS. FOOTER SIZE MAX FOOTER SIZE MAX. CONS. FOOTHI SIZE MAIC CONS. FOOTER sof MAX. CONS FOOTER S� 33 41 U9N0 ALL COLU N FREE ATTACHED COUMN FREE ATTACHED COLUMN FREE TYAL3m COLUMN FREE ATTACHED COUIMN." -ERIE ATTACHED COLUMN FREE ATTACHED COUMN FREE ATTACHED COLUMN FREE ATTACHED COIAMN'A' OTHER3 SPACNQ FM FTR ME sPAcNo FTR FTR R K SPACING FTR FTR A!L SPACfq FTIt FTR MN f sP.ACNO' FTR FTR A!l SPACNO FTR FTR RIl SFACNO FTR FTR MK SPYIcon FTR FM MN. MAX. COL. LE4QTH 014 V Y COL 1f V COL V Y COL_ V Y COC. 1f v COL V Y COL V v COI. Y Y COL. Sd lad SLAB TYPE TYPE FT) TYPE FT) TYPE FT) TYPE FT) TYPE TYPE TYPE 70 MPH WINDSPEED 117 OR LESS 70 MPH WINDSPEED la OR LESS 10 4'1 8' 1 3 8 A 4' 6 133 tall' 13-T 11' 3' 21 10 B 28.3' 25 25 C 3C -(r 25 26 D S 6 11'-0" 9-1' 11'3' 1174" 21 20 8 2V -V` 28 25 D 3Z-0" 27 27 D d r 9S r-8^ 9417 1a-2' 21 20 C 26'3' 27 27 O 363' 30 30 E 26-4' 27 27 D 3173' 28 28 E T V 8'3 6-10' 944 9$ 21 21 C 293' 28 28 D 3476 31 31 E ZV-7 28 28 D ( 29-0' w29 29 E S 9 r3" 8'-1" r4" 93" 21 21 C 24.3' 29 29 E 333' 32 32 E 23.4' 28 28 E -2r-1 t' -30 30 E 9 117 C -T SS B$' 94" 22 22 C 23-0" 29 29 E 373' 33 33 E 27.8' 29 29 E 29-11' 31 31 E 10 11' V-( C-11" 8'-T S$ 22 22 C 21'-11' 30 30 E 31'-T 34 34 E 21'$ 30 30 E 26'-1' 32 32 E 11' 17 S4" C -W SS 98' 22 22 C 211-0" 30 30 E 3173" 34 34 E 21'-2* 30 30 E 25-4' 32 32 E 17 13 6-1' S-2' 20'-r 31 31 E 294' 35 35 E 217-7- 31 31 E 24'$' 33 33 E 13 14' 4'A' r-1 a' 195' 31 31 E 28.6' 35 35 E 217-1 • 32 32 E 24•-1' 34 34 E 1 f 15' 4.4" 1814' 31 31 E Zr4r 38 38 E 194" 32 32 E 23$ 34 34 E 16 if 18'-2' 32 32 E 26'-7- 36 38 E' 193' 33 33 E 23-0' 34 34 E 1Q 1r 1T-7' 32 32 E 2S-IIr 36 38 E WAD" 33 33 E ZZ -7" 35 35 E 1T 18' 1T-1" 33 33 E 2T-1" 37 37 E 18'4" 33 33 E 72'-r 35 35 E 18' 19 18'4" 3333 E 2C -T 37 37 E 18'-r 34 34 E 21'-9' 38 38 E 19 27 18'3' 33 33 E 23-117' 37 37 E 217 21' 15-10" 33 33 E 233" 38 38 E 21' 70 MPH WNDSPEED 17 OR LESS 70 MPH W)NOSPEED 17 OR LESS 134' IT I 7 24 20 A i -11 23 20A 19-11' 28 23 C IT4r 25 21 4 S 133 1011' 13-7' 11'3" 24 21 B 28'3' 28 28 C 3C -T 30 29 D 9-1' 22 18 A 1T-117' 25 24 C l r -(r 24 22 C S 8' 1T'd 9-1" 11'-4' 1a$ 23 21 B 28'4' 28 28 D 37 -Cr 31 31 D T-1' 22 20 A 18'3' 25 25 C 12-117' 24 22 C a T 9S T-9• 94' 19-2' 22 22 C 23-7- 31 28 D 34'-T 34 33 E 2637 30 30 D 3174' 32 32 E T-4' 21 20 A 15-1' 25 25 C 11'-10' 23 23 C T 8' 917 WAIT 8'4" 94' 23 23 C 27-1. 31 30 D 373' 34 34 E 24'3' 31 31 D 29-0' 33 33 E T-11" 21 20 B 14'-1" 28 28 C 11'-0' 23 23 C 8• 9 T3" 8'-1' TS 93' 24 24 C WAIT 30 30 D 3174' 35 35 E 233' 32 32 E 2T-11' 33 33 E V-7' 22 20 8 133" 28 26 C 10'-4' 24 24 C 9 117 8'-7' SS W -W 9-0" 24 24 C 19-9' 31 31 D 28'-11" 35 35 E 27$' 32 32 E 26-11' 34 34 E 8'-0' 22 21 B 17-7' 27 27 C 9-9' 24 24 C 117 11' 8'-0' V-11' 8'-7 V4r 24 24 C 18'-10' 31 31 D 2T-7' 38 38 E 21'-8• 34 34 E 26'-1' 35 35 E 11' 17 94" 4'4" S$" 8'4" 25 25 C is -(r 32 32 E 28'S' 36 36 E 21'-T 35 35 E 263' 36 36 E 17 13 S-1" 5-r 1T3" 33 33 E 25'-4" 37 37 E 217-7' 34 34 E 208" 38 36 E 13' 14' 4'49' C-10' 18'-8' 33 33 E 24'S 37 37 E 217-1' 35 35 E 23'-10' 37 37 E 14' 15 4'4" 19-1' 34 34 E 23-T 38 38 E 198" 38 36 E 23-1" 38 38 E 15 18' 15-T 34 34 E 27-10" 38 38 E 19-2" 38 38 E 273' 38 38 E IV 1T 15-1" 34 34 E 27-2* 39 39 E 18'-7' 38 36 E 21'6 38 38 E 1T 1S 14'8' 34 34 E 21'-8" 39 39 E 18'-1" 37 37 E 21'-0" 39 39 E IV 19 14'3' 35 35 E 217-11' 39 39 E 1T-7- 37 37 E 2173" 39 39 E 19 27 13'-11" 35 35 E 2175 40 40 E 217 21' 13-T 35 35 E 19-11" 40 40 E 21' 90 MPH WINDSPEED 117 OR LESS 90 MPH WINOSPEED 117 OR LESS 10 4' IV- 138' IT 173 25 20 A 4• S 133 1011' 13-7' 113' 25 21 B 28'-4" 31 29 C 34'-0' 32 30 D S 9 11'-0" 9-1' 11'-4" ta$ 24 22 a26-8' 30 30 D 3Z4T 32 32 D 8' T 9S T-9" 94" 1 (Y -Z'24 23 C 27-T 30 30 D 373' 34 34 E 253' 31 31 D 3a3' 33 33 E T 8' V r TACT 8'4' 9-9" 24 24 C 217-9" 30 30 D 3175 35 35 E 24'3' 32 32 D 29-0" 34 34 E 9 9 T3" 8'-1" T4" 93" 25 25 C 19-T 31 31 D 2V4r 35 35 E 233' 33 33 E 2T-11" 35 35 E 9 to 8'-T SS w4r 9.0" 25 25 C 18'-8' 32 32 D 2T -r 36 38 E 276 34 34 E 2W -r 36 38 E 117 11' 8'-0" 4'-11" T -T 8'4" 25 25 C 1T8' 32 32 D 26-11" 37 37 E 21'8" 34 34 E 2637 37 37 E 11' 17 S$ 4'4r 94" 8'4" 28 26 C 18'-11" 33 33 D 24'-1a' 37 37 E 217-9' 35 35 E 24'-T37 37 E 17 13 S-1" S -r 16'3" 33 33 E 23'-10' 38 38 E 19-11' 35 35 E 23-r 38 38 E 13 14' 4'-9' 4'-10" 168' 34 34 E 27-11" 38 38 E 19-2* 36 38 E 273' 38 38 E 14' 15' 4'4" 15-r 34 34 E 7Y -T 39 39 E 18.4' 38 36 E 21'-7- 38 38 E 15' 18' 14'8" 34 34 E 21'4r 39 39 E 1T-11' 37 37 E 217-11• 39 39 E 18' 1 T 14'3' 35 35 E 217-10' 39 39 E 1r -S" 37 37 E 2037 39 39 E 1 T 18' 13-10" 35 35 E 2173" 40 40 E 18'-11' 37 37 E 194' 39 39 E 18' 19 13'6' 36 38 E 196 40 40 E 196 38 38 E 19-T 40 40 E 19 217 13-1' 36 36 E 19-T 41 41 E 20' 21' 1 1Z4" 37 37 E 18'-9' 41 41 E 21 90 MPH WINDSPEED 17 OR LESS 90 MPH WINDSPEED 17 OR LESS 10 4' 18'-7' IT4r 1T 173' 27 23 A I -1" 27 23 A 18'8' 30 26 C 16-1" 28 21 8 4' 6 13'3' 1011' 13-r 11'3' 28 24 B 2T4' 32 32 C 37-0" 33 33 D 9-1" 25 22 A 1V-7- 29 27 C 138' 27 22 B S 8• 11'4" 9-1" 1V-4" 1a4' 28 25 B 25•-1' 33 33 D 293' 35 35 D 8'-1" 25 23 A 15-1" 28 28 C 17x1' 27 22 C 8' T 9S r-9" 98' 117-r 28 26 C 19-1 32 32 D 2& -Cr 38 38 E 233' 34 34 D 2r-1" 38 38 D r3" 23 23 A 14'-0" 28 28 C 11'6 28 23 C T 8' 8'3 8'-10" 8.4" 9-9' 28 28 C 1r-117' 32 32 D 28'-Z' 37 37 E 21'49' 34 34 D 263" 36 38 D V-11" 23 23 8 13-1" 29 29 C 1178' 26 23 C 9 9 T3" 8'-1' T4" 93" 27 27 C WAD" 33 33 D 24'8" 37 37 E 2178' 35 35 D 23'-10' 37 37 E 6'-7" 25 24 B 174" 30 30 C 117-1' 26 24 C 9 117 V -T SS 8'-9' 9-T 27 27 C 15'-11" 33 33 D 2T -S" 38 38 E 196 36 36 D 278" 38 38 E 9-7' 25 24 C to 11' 8'-0" 4'-11" V -r 8'-9• 28 28 C 1513' 34 34 D Z74" 39 39 E 18'$ 38 38 O 21'-7' 38 38 E 11' 17 64" 44r 98' 8'4" 29 29 C 14'-7' 35 35 D 21'3" 39 39 E 1 r4" 37 37 E 20.8' 39 39 E 17 13 51-1" S-7 1r -4r 35 35 D 217$ 40 40 E 1 r-0" 37 37 E 19-10' 39 39 E 13' 14' 4'-9• C-10" 138' 38 38 D 19-9' 40 40 E 18'S 38 38 E 19-1" 40 40 E 14' 16 4'8" 13-0' 38 38 D 19-1" 41 41 E ISAT 38 38 E 18'8' 41 41 E 16 18' 17-7' 38 36 E IW4r 42 42 E 163" 39 39 E 1T-11" 41 41 E IV 1r 173 37 37 E 1T-11" 42 42 E 14'-11' 39 39 E 1T-4' 42 42 E 1T 18' 11'-11" 37 37 E 18'-11' 42 42 E 14'6 40 40 E 16'-117' 42 42 E IV 19 11'-T 38 38 E 18'8' 43 43 E 14'-1" Al 41 E 16-5" 43 43 E 19, 217 11'3" 37 37 E 18'-21 43 43 E 21' 11'-0' 38 38 E 15-9' 43 43 E 21' 20 4' 8'4" T -T 8'-11" 9-9" 25 21 C 8'$ 23 18 A 14'3' 28 24 C 11'-T 26 19 C 4' 5' 6-11' 514" T-1" 9-0" 25 22 C 278" 31 30 E 28'-11• 32 31 E 6-9" 22 16 8 17-9" 27 25 C 117-0' 25 19 C S 6' 6-7 4'49' S-11' 8'$ 25 23 C 217-11' 31 31 E 25'-4" 33 33 E SS 22 17 8 11'8' 28 25 C 9-1" 25 21 C 8' r 4'-11" S-1" S-1" 25 24 C 19-1' 32 32 E 28'-17' 36 38 E 193' 32 32 E 238' 34 34 E S-1" 23 18 8 9-11' 25 25 C 8'-0" 25 21 C r 8 r4" 24 24 C 1T-10' 32 32 E 28'-2' 37 37 E 16-1' 33 33 E 21'-11' 35 35 E 4'S 23 18 8 B$ 25 25 C r-117' 23 21 C IF :7 TS 25 25 C 16-117' 33 33 E 24'8' 37 37 E 1T-1" 34 34 E 20'8' 38 38 E 9 I T -T 28 26 C 15-11" 33 33 E 23S 38 38 E 18'-7' 35 35 E 198' 37 37 E to 11' 8'-11" 28 28 C 153 34 34 E 2Z3" 39 39 E HSS 36 36 E 15-9' 38 38 E 11' 17 8'-9' 27 27 C 14'-T 35 35 E 21'3' 39 39 E 14'49' 38 38 E Ir -11' 38 39 E 17 13 14'-0' 35 35 E 2178" 40 40 E 14'-r 37 37 E 1T3 39 39 E 13 is' 138' 38 38 E 194' 40 40 E 138" 37 37 E 16.7- 40 40 E IN 16 13-0" 38 38 E 19-1' 41 41 E 13-7 38 38 E 18'-0" 41 41 E 15 18 17-7' 38 38 E 198' 42 42 F 174' 39 39 E 158' 42 42 E 1 -4 S C w4r 22 15 B 17 23 4' 5 S -r 4'-r 51-9' 93' 25 22 C 2a-7* 30 29 E 25'-0' 32 31 E 6-7 72 18 B 11'6 28 24 C S 8' 4'8" 4'-W T-10' 23 22 C 18'-9' 30 30 E 27-9' 32 32 E 51-1' 22 16 C 93• 25 24 C 8 T T$ 23 23 C 19-1" 32 32 E 29-9' 35 35 E 1T4' 31 31 E 21'-1" 33 33 E T 8 T-7 24 24 C 1T-10" 32 32 E 25-7' 36 36 E 193 32 32 E 19-9' 34 34 E 8 9 8'-10" 25 24 C 18' -la' 33 33 E 24'-7' 37 37 E 153' 33 33 E 15-7' 35 35 E 9 117 6'4' 25 25 D 15-11" 33 33 E =-S* 38 38 F 14'8' 34 34 E 1T8" 38 36 E 117 11' e'S 28 28 D 19-7 34 34 E 2Z4" 39 39 F 13-10' 34 34 E 18'-10' 37 37 E 11' 17 6-7 Z7 27 D 14'-7' 35 35 E 21'3" 39 39 F 133 35 35 E 18'-1' 38 38 E 17 13 14'4" 35 35 E 20.8' 40 40 F 1Z4r 38 35 E 15'$ 39 39 E 13 iC 134' 38 38 E 19-9' 40 40 F 173" 37 37 E 14'-11' 39 39 E 14 16 13-0' 38 38 E 19-1" 41 41 F 11'-10' 37 37 E 14'S 40 40 E Is EQUIVALENT FOOTERS V 0014 STRAINED NOICOK STRAINED 1e 16 1e 20 20 22 21 23 22 24 23 25 24 27 25 21 2e31 V33 28 35 29 3e 30 36 31 30 32 40 33 41 34 43 36 M 36 46 37 47 b 48 THIS TABLE MAY BE USED WITH COMMERCIAL. PATI) OR LATTICE STRUCTURES Ft#/ il N 6070 Aw mwnnml'$a� x 11440 ALL PRO DR�IVE� ELKHART.IN 46514 ICBO ES EVALUATION REPORT ER -2621P HEADER SPANS. COLUMN SPACING. roOTER SIZE AND COLUMN TYPE rOR TREESTANDING AND ATTACHED PATIO STRUCTURES SHEET 2 Or a DATE: 2/a/2000 ZU rREESTANDING AND LIVE TRIB MAX COLUMN SPACING LOAD WIDTH FOR ATTACHED PATIO ON SLAB { USING COLUMN IAL1. I RAX. COL LN" OTHERS r SQUARE STEEL IEADETR Ir ROLLFORAED C BEAM 19' ROLUFORMED C BEAM 6.1311w 7-1 OCAM 6 Ur ROILLFO RED HEADER ALASKAN EXTRUDED HEADER 5 Vr EXTRUDED HEADER TRIS MAX. Doke FOOTER Cg I MAX COLO. FOOTER SUE MAX Care. FOOTER SIZE AMYL COMB, FOOTER SIZE VAX CON& FOOM SIZE MAX MCL FOOTER SM AWL CONE. FOOTi7R SIZE MLII ma FOOm um WIDTH OLAN 'ACNG FREE AT7AOED ootU N FREE ATTACHED COLLAN FREE ATTACHED COLUMN FREE ATTACHED COUAN FREE ATTACED COLAIN FREE ATTACHED COLLAN FREE ATTACHED mum FREE ATTACHED 11'-10' 28 FTR FTA WL SPACING FTR FTR ►tel SPACING FTR FTR A!l SPACING FTR FTR MIK SPACING FTR FTR Milk SPACING FM FTR MOL SPACING FTR FTR AK SPACING FTR 23 22 C 9-2" v Y I COL I TYPE 9-11" V* Y COL TYPE cm Y V COL. 27-1a Y 1!' COL r-10• Y 1T COL- es Y V COL C-21 Y Y COL S V PTR V I A!L COL '8'-10'27 30 4 41 -a r -1o• a as 2 20 C G SCROLL COLUMN H 8 0.027^ x r SQUARE ALUM COLUMN 114• C TYPE 17r D FLUTED COLUMN ALUM. O.OBr TYPE E r CLOVERLEAF STEEL 0.04r 17r TYPE r SQUARE STEEL coLLI•N 174r O TYPE 174r H 5' SOUARE STEEL COLLAN TYPE 1 r SOLYURE STEEL COLLAN 17-W TYPE 173" 27 s r r 5 r-10- r-10- 2s 3 21 c 17-r 27 25 8 11'-10' 28 24 B a 6-0" 9-10" 25 24 B 11'a 28 S -r 22 15 C Ira 26 22 C er - 25 16 C r 28 8 C 1d-0" 25 rS 23 22 C 9-2" 2s 25 B 9-11" 26 26 C 1a-10- 30 28 E 27-1a 31 30 E r-10• 22 15 C es 25 22 C C-21 2519 9 C S 25 7 B '8'-10'27 13 rd 23 22 C 193' 31 31 E 13 25 20 B 1r-2130 26 30 E 2a-10'32 25 32 E ra 22 15 C r-17 23 22 C rS 23 19 C a C 8 Il1r S$ 22 8'4" 23 23 C Ira 32 32 E 25'-r 34 34 E 1S-11' 31 31 E 194' 32 32 E r3" 23 23 C 13 9-T r3" 23 840' 23 20 C r C 9 23 23 C W -W 25 24 D 18'-10• 33 33 E 2r-1' 38 38 E 1r-10• 32 32 E 18'-1• 34 34 E SS 25 24 C S-9' 1 25 24 C 25 4'-0" 8-11' 23 S B 10 25 21 C 63 25 25 D 183• 3+4 34 E 27-1• 37 37 F 14'4' 33 33 E ir4' 35 35 E 4'-7" 22 19 B 7*3" 23 22 C 71-0' 23 21 C y r -(r 11 20 33 17 8'd' 25 25 D 19a34 23 34 C 274' 38 38 F 13'3' 33 33 E ie -r 35 35 E 22 C 19 9-0' 20 21 21 22 4'-10" 25 22 C 1a 25 1 12 C 22 1a-0" 5-10' 26 ZS D 1S3' 35 35 E E 21'-r 38. 38 F 17.5 34 34 E USS 38 38 F 20 C r-10' 23 19 C 22 5'4" 4'-7' 22 18 B 11 23 13 C r4' 23 20 C 4121 6'�;' 1r-10' 1 22 23 21'-0' 39 39 F 17-2* 35 35 E 1 r -r 37 37 F 25 25 S3" 23 21 c S -r 23 21 C 8'S 17 14 4'-r 23 21 C r-10' 23 21 36 38 E 2aS 40 40 F 11'a 30 36 E tr-r 38 38 F 1 5'-0" 1 6-6"M 19 C 5-10' 22 19 C 8'-0' r -r 22 Ira 37 1 37 F I 194r 1 40 40 F 11-7 36 38 E I 17a 38 38 C 4'-11' 1 22 18 1 C 13 40 4 F - 1r 5 r -r 23 27 C 4 22 8'-1 g 8 S-9' 23 r C 18'-4• 29 27 E 19-10' 30 29 E r -W 22 15 C r-1' 23 20 C r -r 23 18 C S 7 8•S 23 22 D 18'-7' 30 30 E =-10' 33 14'-11' 29 29 E 18'-r 31 31 E BS 23 18 C ' Q 8 CA" 23 23 D IS -10' 31 31 E 21'-10' 34 33 34 F F 13'-10' 17-11• 30 31 30 31 E E 18'-9' 15a 32 32 E r 9 10 5-10'25 23 D 1 S3•32 32 E 21'4' 35 35 F 17-r 31 31 E 14'-10' 33 33 33 33 E F _ v 11 S -S' 25 24 E 14'-9' 33 33 F 2(73• 37 37 F 11'-T 33 33 E 14'4' 34 34 F v 12 S$ 28 25 E 1r3• 34 34 F 19-W 37 37 F 11'-0' 33 33 F 17S 35 35 F 1Q 4 64' 28 1 25 E 17-10' 34 1 34 F 19-1• 1 38 38 F 1a -r 34 34 F 17-10' 35 35 F 11' 5 $ W -r 23 23 18 20 D W4r 1 C -0' 9-7' 23 C 12 4' a 5-10'22 20 D 13' S 28 27 E 18'3• 30 30 E S-9'22 17 D S 7 S-7123 21 E 14'a31 31 E 19-11' 35 35 F I 173' 114' 29 30 29 30 E E 14'-10• 31 31 F v 8 S4'23 22 E 17-10' 32 32 E 19-1' 38 38 F 1V -T 32 32 F 13-9" 17-10• 33 34 33 '34 F F r 9 10 S-1' 25 23 E 174• 34 34 E 184' 39 39 F ta-0' 33 33 F 17-2* 38 38 F v 4'-11' 25 22 E 17-10' 34 34 1 E Ir -9' 40 40 F 9a 34 34 F 11'S 35 _ 35 F v . n COL COLUMN SCHEDULE FOR ATTACHED PATIO STRUCTURES ALAR COL HCHT A0.024' x 3 - SOUARE ALM COLUMN 11'-0' B 0.032x11/2'SQUAREAUA4 e'r G SCROLL COLUMN H 8 0.027^ x r SQUARE ALUM COLUMN 114• C 3' CLOVERLEAF ALUM. 0.040' 17r D FLUTED COLUMN ALUM. O.OBr 17r E r CLOVERLEAF STEEL 0.04r 17r F r SQUARE STEEL coLLI•N 174r O 4' SQUARE STEEL COLLAN 174r H 5' SOUARE STEEL COLLAN /7r 1 r SOLYURE STEEL COLLAN 17-W COLUMN SCHEDULE FOR FREESTANDING STRUCTURES AND INTERMEDIATE COLLANS FOR MULTI8PAN sTR1QTIRES COLUMN NOTES E Jr -T" MAIL COLUMN HEIGHT F 11' MMN IMAX COLUMN LENGTH G /7 MWL COLUMN LENGTH H 17 MINX COLUMN LENGTH ALL COLUMNS MAY BE REPLACED WITH A STRONGER COLUMN 'A' MAY BE REPLACED W/ BJ V MAY BE REPLACED W/ CJ. ETC. LINEAR INTERPOLATION FOR ALL CALCULATIONS IS ALLOWED LIVE TRIS 0.036'x3'xrHEADHU 0.04'rx 3':rFOAp13t DOUBLE 0.037 x 2'x r HEADER LOAD WIDTH AAX CONS. FOOTER SIZE MAX COILS. FOOTER SIZE AMAX CONS. FOOTER SIZE (FT) 5 COIUAN FREE ATTACHED COL FREE ATTACHED COLUMN FREE ATTACHED 3 ACIP FTR FTR ASL SP FUR FTR MHl SPACING FTR FUR Mk WA WA 1T Y COI. Y V COL V COL 4 (F T) (FT) (10 (M TYPE Wmn (INN (M TYPE (FT) (Bn PM TYPE TO 6 IO MPH WrDSpEED LESS THAI 17 10 N -(r 17-1' 27 23 A 14'-1' 28 24 B 173" 27 23 B 5 6-0' 1049" 26 23 B 17-r 27 25 8 11'-10' 28 24 B a 6-0" 9-10" 25 24 B 11'a 28 25 C 10'-9" 28 25 B 12 r-0' 9-1' 25 25 B 10'-7- 28 26 C 1d-0" 25 25 C 8 9 V-0" 9-2" 2s 25 B 9-11" 26 26 C 94" 28 28 C 11 9-0' r3' 25 25 B 94" 27 27 C 8'-10" 28 28 C 9 117-0' e'er 25 25 B '8'-10'27 13 27 C a'4' 27 27 C 20 -0" 4'-0"94r 13 25 20 B 1 a -r 26 21 C 9-r 25 21 C 20 6-0" 6-10" 23 20 B 9-1" 25 22 C 8'4r 25 22 C 12 Il1r S$ 22 20 B 9'3" 25 23 C 7'-9 23 22 C 15 7"-0" r-10' 23 20 B ra 23 23 C r3" 23 23 C 13 9-T r3" 23 21 B e'-9" 23 23 C e'-0" 23 23 C 15 9-0' 18 17 28 13 8'-0" 25 23 C a'4' 25 24 C 27 10'-0" 1 15 15 18 SS 25 24 C S-9' 1 25 24 C 25 4'-0" 8-11' 23 18 B 9-21 25 21 C V -r 25 20 C 1a S-0' S'a 22 19 B 9-21 25 22 C r$' 23 21 C 16 8'-0" 4'-7" 22 19 B 7*3" 23 22 C 71-0' 23 21 C 19 r -(r 20 20 33 17 8'3" 23 22 C 8'4r 23 22 C 3417 9-(r 18 18 19 19 SS 23 22 C S-9" 23 22 C 19 9-0' 20 21 21 22 4'-10" 25 22 C 5'-2" 25 1 23 C 22 1a-0" 37 19 19 20 20 21 21 22 4'-7' 25 122 38 C 30 4'-0' S-9' 22 17 B 8'4" 25 20 C r-10' 23 19 C 22 5'4" 4'-7' 22 18 B r4" 23 21 C r4' 23 20 C 4121 6'�;' 21 1 22 23 8'-1" 23 21 C 8'S' 23 21 C 23 r-0' 24 24 25 25 S3" 23 21 c S -r 23 21 C 8'S 4'-r 23 21 C r-10' 23 21 C 40 4'-0' 4'4" 22 18 B 8'-11' 2318 C 8-10' 23 18 C 5'-0" 1 6-6"M 19 C 5-10' 22 19 C 8'-0' r -r 22 19 C 4'-11' 22 19 C 8p I 4'-0' 4'4r 22 1a C 4'-11' 1 22 18 1 C GENERAL METHOD FOR USING THESE TABLES 1 CHOOSE FREESTANDING OR ATTACHED, COMMERCIAL OR PATIO STRUCTURE 2 CHOOSE PROJECTION, WIDTH, OVERHANG, WIND LOAD AND LIVE LOAD. 3 FIND TRIBUTARY WIDTH FROM TABLE 2.8 AND DRAWINGS ON 973M OF "STRUCTURAL CONFIGURATIONS. 4 CHOOSE A PANEL FROM SHEET 1 THAT HAS ADEOUATE CLEARSPAN FOR YOUR NEEDS. 5 CHOOSE A HEADER FROM SHEETS 2S THAT HAS ADEQUATE COLUMN SPACING. 6 USE THE FOOTER SIZE SHOWN. 7 FOR SINGLE SPAN ATTACHED PATIO, USE THE POST SHOWN. LOOK AT THE TABLES PROVIDED FOR ALL OTHERS. 8 FIND THE OUC SPACING OF WALL CONNECTIONS ON TABLE 6.5. 9 FIND THE NUMBER OF PANEL TO HEADER FASTENERS ON TABLE A OF 97CO04 DETAIL'Ae. 10 FIND THE APPROPRIATE DETAILS ON 9710001 TO 9710003. FOR CONCRETE PATIO SLABS FOLLOW 14 ABOVE 5 CHOOSE A COLUMN LENGTH IF USING COLUMN "A- (8'-0' OR 10r -6j 8 FIND THE MAXIMUM COLUMN SPACING ON SLABS FROM TABLE 21 7 CHOOSE A HEADER (TABLE 21 OR 25) THAT HAS THE SAME OR GREATER COLUMN SPACING FOR THATTRIB WIDTH AND LIVE AND WIND LOAD 8 USE COLUMN TYPE'B' OR STRONGER (UNLESS USING COLUMNA-) 9 FOLLOW STEP S. 9 AND 10 ABOVE ,C--T-FUBUTARY-WIDTHS FOR. -SINGLE SPAN ATTACHED STRUCTURES FOR GIVEN PROJECTION AND OVERHANG IROIINDFD R1P1 PROJ. (FT) 6 0 1 2 OVERHANG 3 4 (FT) 5 S 7 e 3 4 4 5 WA WA WA WA WA 7 4 4 5 5 WA WA WA WA WA 8 4 5 5 6 6 WA WA WA WA 9 5 5 6 8 7 WA WA WA WA 10 5 a 6 7 7 a NIA N/A N/A 11 6 6 7 7 a 6 NIA NIA NIA 12 6 7 7 8 8 9 9 WA WA 13 C14—' 7 7 7, ,.,8y 8 > 8 8 9 9 8 9 10 10 10 WA 11 WA WA 15 a a 99 10 10 11 11 N/A 16 8 9 9 10 10 11 11 12 12 17 9 9 10 10 11 11 12 12 13 18 9 10 10 11 11 12 12 13 13 19 10 10 11 11 12 12 13 13 14 20 10 11 11 12 12 13 13 14 14 21 11 11 12 12 13 13 14 14 15 22 11 12 12 13 13 14 14 15 15 23 12 12 13 13 14 14 15 15 16 24 12 13 13 14 14 15 1s 18 18 25 13 13 14 14 15 15 18 18 17 28 13 14 14 15 15 16 18 17 17 27 14 14 15 15 18 18 17 17 18 28 14 15 15 16 18 17 17 18 18 29 15 15 16 18 17 17 1a 1a 19 30 15 16 16 17 17 18 18 19 19 31 18 16 17 17 18 18 19 19 20 32 18 17 17 18 18 19 19 20 20 33 17 17 18 18 19 19 20 20 21 3417 18 18 19 19 20 20 21 21 35 16 18 19 19 20 20 21 21 22 38 18 19 19 20 20 21 21 22 22 37 19 19 20 20 21 21 22 22 23 38 19 20 20 21 21 22 22 23 23 38 20 26 21 21 22 22 23 23 24 40 20 21 21 22 22 23 23 24 24 4121 21 22 22 23 23 24 24 25 42 21 22 22 23 23 24 24 25 25 THIS TABLE MAY BE USED FOR COMMERCIAL• PATIO OR LATTICE STRUCTURES OFE 1 0 2 NO 0o �o 3 lur Z l CIVIL GF CAOF Amerimlax M DM �LL PRO DTIV 1 14OA ELKHART IN 46514 IC80 ES EVALUATION REPORT ER -2621P HEADER SPANS. COLUMN SPACING, FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED PATIO STRUCTURES SHEET 3 of 6 DATE: 2 6 2Do0 f 3.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES LIVE LOAD TRIG WIDTH •' 1 BEAM 7' I BEAM )O' 1 BEAM LIVE LOAD TRIG WIDTH B' CLOVERLEAF BTSEL HEADER B' BTCCL C BEAM 10' WMtL C BEAM TRIG WIDTH COLUMNSTANDING MAXo8r, SPACINGER S. FOOTER SQ:E MAX CONS. FOOTER S� MAX COLUMN SPACING CONS. FOOTER SIZE MAX COLUMN SPACING CONS. FOOTER S� MAX CONS. FOOTER S� MAX COLUMN SPACING CONS. FOOTER SIZE 20 ATT COLUMN FREESTANDING ATT FREESTANDING ATT FREESTANDING ATT COLUMN FREESTANDm ATT. FREESTANDING An Nr I FTR tr I SPACING FOOTER tT 1 FTR tr I FOOTER '(?' 1 FTR tr FOOTER tr' I FTR "d" SPACING FOOTER -cr I FTR "d" I FOOTER -cr IN FTR tr I N HE)GKTS ' 19 18 COLUMN HEIGHTS 8T 11' 1S 113' COLUMN HEIGHTS S'T 11' 19 18' COLUMN HEX3HTS 8T 11' 1S 18' COLUMN HEIGHTS 8T 11' 19 1S' COLUMN HEIGHTS " 11' 1S 18' 20 4' 24'-3" 26 28 30 31 24 29-0" 27 29 31 33 26 417-11" 29 31 34 36 29 20 4' 9-9" 20 22 24 25 18 26.3" 26 28 30 31 25 34'-6" 28 30 33 34 27 4' T 5 27-T 26 27 29 31 26 26-11" 27 28 31 32 27 3T-11" 30 31 33 35 30 1T4" 5 6-11" 20 22 24 25 19 23'-5" 26 27 29 31 26 32'-3" 29 30 32 34 29 S 33 6 217-11" 28 28 29 30 28 25-4" 28 28 30 31 28 35-9" 32 32 33 34 32 35 6 6-2" 20 22 24 25 20 27-0" 27 27 29 30 27 317-4" 30 30 32 33 30 6' 35 T 19'-4" 27 27 28 29 27 27-6" 29 29 29 31 29 373" 33 33 33 34 33 37 T T-" 20 21 22 23 20 217-11" 28 28 29 30 28 28'-10" 31 31 31 33 31 T 36 8' 16-1" 28 28 28 29 28 21'-11" 30 30 30 30 30 31'-1" 34 34 34 34 34 11'4" 8' T4" 21 21 22 23 21 217-0" 29 29 29 29 29 2T-6" 32 32 32 32 32 6 27-" * 1T-1" 28 28 28 29 28 2(7-8" 30 30 30 30 30 29-4" 34 34 34 34 34 16-3' 9 648" 21 22 24 25 21 19-2" 30 30 30 30 30 26-T 33 33 33 33 33 9 34 117 16-2" 29 29 29 29 29 154" 31 31 31 31 31 2T-9" 35 35 35 35 35 33 117 6-4" 22 22 24 25 22 18'-2" 30 30 30 30 30 25-7- 34 34 34 34 34 117 35 :11' 15-5' 30 30 30 30 '30 16-" 31 31 31 31 31 26-2" 35 35 35 35 35 35 11' 6-C" 21 23 25 26 21 1 T-4" 31 31 31 31 31 24'-9" 34 34 34 34 34 11' 33 17 14'-9" 30 30 30 30 30 1T-11" 32 32 32 32 32 25-1" 36 36 36 36 36 117 12' S-9" 21 23 25 26 21 16-7" 31 31 31 31 31 24'-1" 36 36 36 36 36 17 37-11" T 14'-2" 31 31 31 31' 31 1r-3" 33 33 33 33 33 24'-1" 36 36 36 36 36 32'-3' 13' S-6" 22 24 26 27 22 15-11" 31 31 31 31 31 23'-4" 36 36 36 36 36 13' 21 14' 13'-8" 31 31 31 31 31 16-7" 33 33 33 33 33 23'-2" 37 37 37 37 37 36 14' 6-4" 22 24 26 27 22 16-4' 32 32 32 32 32 22'-' 36 36 36 36 36 14' 6 15 13-2" 31 31 31 31 31 16-0" 34 34 34 34 34 27-5' 37 37 37 37 37 33 16 5-2" 23 25 27 28 23 14'-10" 32 32 32 32 32 21'-9" 37 37 37 37 37 15 25 16 1 17-9" 1311311311311 31 31 31 31 1 16x" 1341341341341 36 34134 36 34 1 21'-8" 137137137137137 37 37 37 37 1 1 16 1 5-0" 1241251271281 9 6-0" 24 24 1 14'-4" 1331331331331 24 1 6te" 32 331 21'4" 1371371371371 32 2-7-l' 37 37 1 16 /u Mrn rAKXltjwr 1. /u MVM rXV ).\IIHr f 20 4' 24'-3 30 32 34 36 24 25-0" 31 33 36 37 26 39-6" 33 36 38 40 29 20 4 5-9" 23 25 27 28 18 23'-3" 29 31 34 35 24 34'-1" 32 35 37 39 27 4' T 5 27-" 29 31 34 35' 26 26-11" 30 32 35 37 27 35-4" 32 35 37 39 30 1T4" S 8'-11" 23 25 27 28 19 217-10" 29 31 33 35 25 37-6" 32 34 36 38 28 S 33 6 217-11" 29 31 33 35 27 254" 30 32 34 36 28 32'-3" 32 34 37 39 31 35 6 8'-2" 23 25 27 28 20 154" 28 30 32 34 26 2T-10' 30 32 35 37 29 6 35 T 19-4" 28 30 32 34 27 23'-6" 29 31 34 35 29 29-10" 31 33 36 37 31 37 T T-0" 22 24 26 27 20 1 T-7" 27 29 31 33 26 25'-9" 30 32 34 36 30 T 36 8' 16-1' 28 30 32 34 28 21'-11" 30 31 33 35 30 2T-11" 32 32 35 37 32 11'4" 8' T-0" 22 24 26 27 21 16-5" 27 29 31 33 27 24'-1" 31 32 34 36 31 8' 27-" 5 1T-1" 29 29 31 33 29 217-8" 30 31 33 35 30 264" 33 33 35 37 33 16-3' 9 6-8" 23 25 27 28 21 16-6" 28 28 30 32 28 22'-9" 31 31 34 35 31 9 34 117 16-2" 29 29 31 33 29 19'-8" 31 31 32 34 31 25-0" 33 33 34 36 33 33 117 6-4" 23 25 27 28 22 14'-9" 28 28 30 32 28 21'-7" 32 32 33 35 32 117 35 11' 15-5" 30 30 30 32 30 18'-5' 31 31 32 34 31 24'-6" 34 34 34 36 34 35 11' 6-0" 25 26 28 30 21 14'-0" 28 28 29 31 28 217-7" 32 32 33 35 32 11' 33 17 14'-9" 30 30 30 32 30 1T-11" 32 32 32 33 32 23'-6" 35 35 35 35 35 117 12' 6-9" 25 26 28 30 21 13'-5" 29 29 29 31 29 15-8" 33 33 33 34 33 17 37-11" 13' 14'-2" 31 31 31 32 31 1T-3" 33 33 33 33 33 22'-6' 35 35 35 35 35 32'-3' 13' 6-6' 26 27 29 31 22 12'-11" 29 29 29 31 29 18'-11" 33 33 33 34 33 13' 21 14' 13'413" 31 31 31 31 31 16-7" 33 33 33 33 33 21'-9" 36 36 36 36 36 36 14' 6-4" 26 27 29 31 22 12'-5" 30 30 30 31 30 18'-3" 34 34 34 34 34 14' 6 15 13'-2" 31 31 31 31 31 16-0" 34 34 34 34 34 21'4Y" 37 37 37 37 37 33 15 5-2" 26 28 30 32 23 12'-0" 31 31 31 32 31 1 T-7, 34 34 34 34 34 is 25 16 17-9" 31 31 31 31 31 15-" 34134 36 34134 36 34 217-4" 37 37 37 37 37 1 16 I 5-0" 261281301321 9 6-0" 24 24 1 11'-7" 311311311321 24 1 6te" 32 31 1 T-0" 135135135135 32 2-7-l' 37 351 16 mu MPH tJCMUSUNt H yU MPH tXPLJNUHt H 20 4' 24'-3" 30 32 34 36 28 25-0" 31 33 35 37 30 417-1" 34 36 39 40 34 20 4' S-9" 23 25 27 28 21 23'-7" 29 31 33 35 28 34'-7" 32 3437 35 39 32 4' T 5 22'-" 30 32 34 36 30 26-11" 31 32 35 36 31 35-10" 35 35 37 39 35 1T4" S 8'-11" 23 25 27 28 22 21'-1" 29 30 33 34 29 317-11" 33 33 36 38 33 5 33 6 217-11" 31 31 33 34 31 25'-4" 33 33 34 36 33 32'-8" 36 36 37 38 36 35 6 8'-2" 23 25 27 28 23 15-3" 30 30 32 33 30 28'-3' 34 34 35 37 34 6 35 T 15-4" 32 32 32 33 32 23'-" 34 34 34 35 34 317-3" 37 37 37 38 37 37 T T-6" 23 23 25 27 23 1-P-10" 31 31 31 33 31 26-2" 35 35 35 36 35 T 36 6 18'-1" 33 33 33 33 33 21'-11" 34 34 34 34 34 26-4" 38 38 38 38 38 11'4" 8' T-0' 24 24 25 27 24 16-8" 32 32 32 33 32 24'-5" 36 36 36 36 36 6 27-" 9' 1 T-1" 33 33 33 33 33 217-8" 35 35 35 35 35 26-8" 39 39 39 39 39 16-3' 5 6-8" 24 25 27 28 24 15-9" 32 32 32 32 32 23'-1" 37 37 37 37 37 5 34 117 16-2' 34 34 34 34 34 15-8" 36 36 36 36 36 25.4" 39 39 39 39 39 33 117 64" 25 25 27 28 25 14'-11" 33 33 33 33 33 21'-10' 37 37 37 37 37 117 35 11' 16-" 34 34 34 34 34 16-9" 36 36 36 36 36 24'-10" 40 40 40 40 40 35 11' 6-0" 25 26 28 29 25 14'-3" 34 34 34 34 34 217-10' 38 38 38 38 38 11' 33 17 14'-9" 35 35 35 35 35 1T-11' 37 37 37 37 37 23'-117' 41 41 41 41 41 117 12' 5-9" 25 26 28 29 25 13'-7" 34 34 34 34 34 217-0" 38 38 38 38 38 17 37-11" 17 14'-2" 36 36 36 36 36 1 T-3" 38 38 38 38 38 22'-10" 41 41 41 41 41 32'-3' 13' S-0" 26 27 29 31 26 13'-1" 35 35 35 35 35 15-2" 39 39 39 39 39 13' 21 14' 13'48" 36 36 36 36 36 16-7" 38 38 38 38 38 2Z -a' 42 42 42 42 42 36 14' 6-4" 27 27 29 31 27 12'-7- 35 35 35 35 35 18'-6" 40 40 40 40 40 14' 6 15 13'-2" 37 37 37 37 37 16-0" 39 39 39 39 39 21'3" 43 43 43 43 43 33 15 6-2" 27 28 30 32 27 12'-2" 36 36 36 36 36. 1 T-10" 40 40 40 40 40 15 25 16 17-9" 1361361361361 32 32 32 36 1 16-T 139139139139139 24'-5' 36 36 36 36 1 217-7" 1431431431431 34 263" 38 4311 1 16 I 5-0" 1281281301321 9 6-0" 24 28 1 11'-9" 1351351351351 24 1 6te" 32 351 1 T-3" 1411411411411 32 2-7-l' 37 41 1 16 90 MPH EXPOSURE C 20 4' 27 6" 33 35 38 40 28 24'-11" 34 36 39 41 32 S 20-1" 33 35 37 39 30 27-4" 33 35 38 40 30 6 19-4" 32 34 37 38 30 2174" 33 35 37 39 28 T 1 T-0" 31 33 38 37 31 18'-10' 32 34 37 38 38 8' 15-11" 32 32 35 36 32 1T4" 33 33 36 37 8'-0" 9 15'-0" 32 32 35 36 32 16-7' 34 34 36 37 33 117 14'-2" 33 33 35 36 33 16-" 34 34 35 36 11' 17-6" 34 34 34 35 34 15-0' 35 35 35 36 29 17 13'-0' 34 34 34 35 34 14'-" 36 36 36 36 39 13' 17-5' 35 35 35 35 35 13-t 0" 36 36 36 36 33 14' 17-0" 35 35 35 35 35 13'-4" 37 37 37 37 36 15 11'-7" 36 36 36 36 36 17-10' 37 37 37 37 30 16 11'-3" 1361361361361 30 1T-6" 34 36 1 17-5" 137137137137 34 9' 34 70 & 90 MPH EXPOSURE B / 70 MPH EXPOSURE C 25 4' 22'-6" 29 31 34 35 28 26-11" 30 32 35 37 11'4" 5 217-7' 29 31 33 35 29 254" 31 32 34 36 35 6 18'-9' 30 30 32 34 30 27-" 32 32 34 35 34 T 1 T-4' 31 31 31 33 31 21'-1" 33 33 33 35 35 6 16-3' 32 32 32 33 32 15-" 33 33 33 34 30 9 15-4' 32 32 32 32 32 18'-7' 34 34 34 34 36 117 14'-6" 33 33 33 33 33 1T48" 35 35 35 35 6-5" 11' 13'-10" 33 33 33 33 33 16-10" 35 35 35 35 37 17 13.3' 34 34 34 34 34 16-1" 35 35 35 35 34 13' 17-" 34 34 34 34 34 1 S-" 36 36 36 36 33 14' 173' 35 35 35 35 35 14'-11' 37 37 37 37 40 1S ll' -!Cr -35-35-35-35- 15 5-1" 30 32 35 ' 38 38 38 38 90 MPH EXPOSURE C 29 317-7' 36 38 41 43 31 20 4' 9-9" 27 28 31 32 21 1T-11" 31 33 36 37 26 26.3" 35 37 40 42 30 4' 31 2T-4" 35 37 40 42 33 5 6-" 27 28 31 32 22 164" 30 32 35 36 27 23'-6" 33 35 38 40 31 S 32 24'-11" 34 36 39 41 33 23 6 8'-0" 25 27 29 30 23 14'-7- 30 32 35 36 28 21'-5" 33 35 37 39 32 6 32 23'-1" 35 35 38 40 35 T T-5" 25 27 29 30 24 13'-" 29 31 33 35 29 15-10" 33 34 37 38 33 T 33 21'-7" 35 35 37 39 35 117-" 6 6-11" 25 27 29 30 24 17-13' 30 31 33 35 30 18'-7" 34 34 37 38 34 8' 34 217-4" 36 36 37 39 36 30 9 6-7" 27 28 31 32 25 11'-11" 30 30 32 34 30 1T-6" 34 34 36 37 34 9' 34 19-4" 37 37 37 38 37 T-10" 117 6-2" 27 28 31 32 26 11'4" 31 31 32 34 31 16-T 35 35 36 37 35 1U 35 18'-10" 37 37 37 38 37 26 11' 6-11" 28 30 32 34 25 117-9" 31 31 32 34 31 15-10" 35 35 35 36 35 11' 36 18'-1" 38 38 38 38 38 17 5-8" 28 30 32 34 25 117-4" 32 32 32 34 32 15-2' 36 36 36 36 36 12' 36 17-4" 39 39 39 39 39 28 13 6-5" 29 31 33 35 26 9-11" 32 32 32 32 32 14'-6" 37 37 37 37 37 13 37 16-8` 39 39 39 39 39 34 14' 573" 29 31 33 35 27 5-7" 33 33 33 33 33 14'-0' 37 37 37 37 37 14' 37 16-2" 40 40 40 40 40 6-9" 15 5-1" 30 32 35 36 27 53" 33 33 33 33 33 17-" 37 37 37 37 37 15 37 1 15-7" 1401401401401 5 5-5" 23 40 1 1 16 1 4'-11' 1301321351361 117 6-11" 23 28 1 8'-11-1331331331331 28 19 11' 33 1 13'-1" 1381381381381 28 30 19 381 16- 670 70& 90 MPH EXPOSURE 25 B 29 37-11" 33 35 38 40 33 25 4' 9-0' 23 25 27 28 20 23'-5" 29 31 33 35 28 32'-3' 32 34 37 38 31 4' 31 353" 35 35 37 39 35 5 8'-0" 22 23 25 27 21 21'-1" 28 30 33 34 29 25-11" 33 33 35 37 33 5 32 37-2" 36 36 37 39 36 6 7* -4" 22 23 25 27 22 15-3" 30 30 32 33 30 28'-2' 34 34 35 37 34 6 33 29-9" 37 37 37 37 37 T 64" 22 23 25 27 22 1T—l0 31 31 31 33 31 26-7' 35 35 35 36 35 T 33 27-10" 37 37 37 37 37 8' 6-4" 23 23 25 27 23 16-8" 32 32 32 33 32 24'-5' 36 36 36 36 36 V 34 263" 38 38 38 38 38 9 6-0" 24 25 27 28 24 1 6te" 32 32 32 32 32 2-7-l' 37 37 37 37 37 5 35 24'-11" 39 39 39 39 39 117 54" 25 25 27 28 25 14'-11" 33 33 33 33 33 21'-10" 37 37 37 37 37 117 35 27-T 39 39 39 39 39 11' 6-5' 25 26 28 29 25 14'-3" 34 34 34 34 34 217-10" 38 38 38 38 38 11' 35 27-6' 40 40 40 40 40 17 5-r 26 26 28 29 26 13'-7' 34 34 34 34 34 217-0" 38 38 38 38 38 17 36 21'4" 41 41 41 41 41 17 4'-11" 25 27 29 31 25 13'-1" 35 35 35 35 35 15-2' 39 39 39 39 39 13' 37 217-10" 41 41 41 4141 14' 4.9" 26 27 29 31 26 17-T 35 35 35 35 35 16-" 40 40 40 40 40 14' 38 217-2" 42 42 4242 4211 1 15' 1 4'-7" 26 28 30 32 26 17-2" 36 38 38 36 36 1 T-10" 40 40 40 40 40 16 LIVE PRO- S 1/1' EXTRUDED HEADER LOAD JEGMAX CONS. FOOTER SGS T.O. COLUMN FREESTANDING ATT SPACING FOOTER -%r IN FTR ^d COLUMN HEIGHTS P 6'T 11' 1S IB IN 70 MPH EXPOSURE B 20 8' 1 V-2" 21 23 25 26 19 9 1176" 21 23 25 26 19 17 117-0" 20 22 24 25 19 11' 9-6" 21 23 25 26 20 17 5-1' 21 23 25 26 21 13' 8'-9' 22 24 26 27 20 14' 6-5" 22 24 26 27 21 15 8'-1" 1 23 1 25 27 28 21 16 T-10" 23 25 27 28 21 1T T-7" 24 25 27 291 21 70 MPH EXPOSURE C 20 V 11'-2' 25 26 28 30 19 9 117-" 25 26 28 30 19 117 117.0" 23 25 27 28 19 11' S-6' 25 26 28 30 20 17 5-1" 25 26 28 30 21 13' 8'-9' 26 27 29 31 20 14' V-5" 26 27 29 31 21 15 8'-1' 26 28 30 32 21 16 T-10" 26 28 30 32 21 1T T-7" 27 29 31 33 21 90 MPH EXPOSURE B 20 6 11'-2" 24 26 28 29 22 5 117-6" 24 26 28 29 22 117 117-0" 23 25 27 28 22 11' S$ 24 26 28 29 23 12' 9-1" 24 26 28 29 24 13 8'-9" 25 27 29 31 24 14' 6-5" 25 27 29 31 24 15 8'-1" 26 28 30 32 25 16 T-10" 26 28 30 32 24 1T I T-7" 1 271 291 31 331 25 90 MPH EXPOSURE C 20 V 1 V-2" 28 30 32 34 23 5 117-" 28 30 32 34 23 117 117-0" 27 28 31 32 23 11' 9-6" 28 30 32 34 24 17 5-1" 28 30 32 34 24 17 6-9" 29 31 33 35 24 14' 1 8'-5" 291 31 1 33 1 351 25 70 MPH EXPOSURE B AND C 25 6 117-0 23 25 27 28 18 5 5-5" 23 25 27 28 19 117 6-11" 23 25 27 28 19 11' 8'-6" 25 26 28 30 19 17 8'-2" 25 26 28 30 20 13' T-10" 26 27 29 31 20 14' T-6' 26 27 29 31 20 15 T-3" 26 28 30 32 20 16 1 T-0" 1 261 281 30132 1 20 MAR 0.31000 TABLE 3.2 ALL FOOTERS LISTED ARE CONSTRAINEI I. TO USE NONCONSTRAINED FOOTERS /' (� SEE TABLE ON SHEET 2 OF 8 /Gr, �q ' • '- 1 �WBULMURODUM,INQ 1140 ALL PRO DRIVE ELKHART, IN 46514 ICBG ES EVALUATION REPORT ER -2621P HEADER SPANS, COLUMN SPACING, FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES SHEET 4 OF 8 DATE: 2 B 2000 • -- 0 3-�-0'� OF 3.0 FRFFSTANnING ANn ATTArHFn rnYucorlAI eTour n I0Cc LIVE TRIS 6' 1 •[AM 'e 1 wcA 10, 1 w[AM LIVE TRIS 7' CLOVCRL[A/ WTUCL H[ACCR •' STC[L O MCA. 10' RTSCL C •LGM TRIS LOAD LOAD MOTH VVIDTH VMDTH MAX CONS. FOOTER SIZE MAX CONS. FOOTER SGS MAX CONS FOOTER SIZE MAX CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX CONS. FOOTER SIZE 25 27 COLUMN SPACING COLUMN SPACING 18'-0' 9 COLUMN SPACING COLUMN 25 FREESTANDINGEFTR COLUMN FREESTANDING ATT FREESTA/OMIC ATT FREESTANDING ATT FOOTER '� FTR COLUMN SPACING FREESTANDING ATT FREESTANDING ATT FOOTER'?' I SPACING FOOTER'd FTR FOOTER -T FTR FOOTER'S ON FTRSPACING 34 FOOTER 'Q' FIR P OO ►IDU CVCW1O COLUMN HE]GMTS 8'1" 11' 15 18' IOC ^ 36 COLUMN HEIGHTS 'll 8T 11' 145 18' 41 COLUMN HEIGHTS 'd 8T 11' 145 iC P 25 4' COLUMN HEK*rTS � 8T 11' 14 16 23 COLUMN HEIGHTS "W " 11' 145 18' 1 27 COLUMN HErr-A "? 8'!' 11' 145 td 17 LIVE PRO. 5 1/9' [XT UDCO MCAOCR LOAD JEC- WUL CONS. FOOTER SIZE FOR ALL COLUMNS SEE TION COLUMN FREESTANDING I ATT. DETAIL' X'and 'U' ATTCHED SPACING FOOTER 1f IN FTR 3- CLOVERLEAF STEEL COL. 1Z-0— 8'-7' COLUMN HEJGHTS 1T P 18'-0' MPH EXPOSURE 90 MPH EXPOSURE B C S 10'-0" 23 25 27 28 21 18'-0' 9 9-5" 23 25 27 28 22 25 4' 2245• 33 35 38 40 28 24'-11" 34 36 39 41 29 317-7' 36 38 41 43 31 25 4' 9-0" 23 25 27 28 17 23-3" 29 31 34 35 24 37-3" 32 34 37 39 27 4' T3" i S 217-1' 33 35 37 39 29 2Z-4" 33 35 38 40 31 2T-4' 35 37 40 42 33 31 5 6-0' 22 24 26 27 18 217-10" 29 31 33 35 25 29-11' 31 33 36 37 28 5- 8945' 6 9 18'4" 32 34 37 38 30 20'-4' 33 35 37 39 32 24'-11" 34 36 39 41 33 35 6 T-4" 22 24 26 27 19 19-0" 28 30 32 34 26 2T-10' 30 32 35 37 30 6 6-7' T 1 T-0" 31 33 36 37 31 18'-10" 32 34 37 38 32 23-1' 33 35 38 40 35 26 T 6-9" 22 24 26 27 19 1 T-7- 27 29 31 33 26 25-9' 30 32 34 36 30 T 22 8' 15-11' 32 32 35 36 32 1 T-8" 33 33 36 37 33 21'-7" 35 35 37 39 35 32 6 6-4" 22 24 26 27 20 16-5" 27 29 31 33 27 24'-1' 31 32 34 36 31 8' 28 9 15-0" 32 32 35 36 32 16-T 34 34 36 37 34 217.4" 36 36 37 39 36 23 9 6-0' 23 25 27 28 20 1345• 28 28 30 32 28 27-9' 31 31 34 35 31 9 27 117 14'-7' 33 33 35 36 33 15'9" 34 34 35 36 34 19-4" 37 37 37 38 37 10' 53" 23 25 27 28 21 14'9" 28 28 30 32 28 21'-7' 32 32 33 35 32 10' 33 11' 1345' 34 34 34 35 34 15-0" 35 35 35 36 35 16-10" 37 37 37 37 37 9 11' S-5" 25 26 28 30 21 14'-0" 28 28 29 31 28 20'-7" 32 32 33 35 32 11' 17 13-0" 34 34 34 35 34 14'45" 35 35 35 35 35 18'-1" 38 38 38 38 38 1Z 5-2' 25 26 28 30 22 13-5" 29 29 29 31 29 194" 33 33 33 34 33 17 13' 1745" 35 35 35 35 35 13-10" 35 35 35 35 35 1T4" 38 38 38 38 38 13' 4'-11" 26 27 29 31 21 12'-11" 29 29 29 31 29 16-11" 33 33 33 34 33 13 14' 1Z-0" 35 35 35 35 35 13-4 36 36 36 36 36 16-8" 38 38 38 38 38 14' 4'-9" 26 27 29 31 22 1Z-5" 30 30 30 31 30 16-3" 34 34 34 34 34 14' 15' 1 11'-T 1361361361361 36 1 1 Z-10" 36136136 36 36 1 16-2" 39 39 39 39 39 15 4'-7' 26 28 30 32 22 17.0" 30 30 30 30 30 1T-7- 34 34 34 34 34 15 70 & 90 MPH EXPOSURE B / 70 MPH EXPOSURE C 90 MPH EXPOSURE C 30 4' 21'-1" 29 31 34 35 27 26-4" 30 32 34 36 29 35-9" 32 35 37 39 32 25 4' 9-0' 27 28 31 32 21 1T-11' 31 33 36 37 26 263" 35 37 40 42 30 4' S 18'-10" 28 30 32 34 28 22'-10' 30 31 34 35 30 37-3" 34 34 37 39 34 5 6-0" 25 27 29 30 21 16-0" 30 32 35 36 27 23'-6" 33 35 38 40 31 S 6 1 T-2' 29 29 31 33 29 217-10' 31 31 33 35 31 29-5" 35 35 36 37 35 6 T-4" 25 27 29 30 23 14'-7' 30 32 35 36 28 21'-5" 33 35 37 39 32 6 T 15-11" 30 30 30 32 30 19-4' 32 32 32 34 32 2T-3" 36 36 36 37 36 T 6-9" 25 27 29 30 23 1345" 29 31 33 35 29 19-10" 33 34 37 38 33 T 8' 14'-10' 30 30 30 32 30 18'-1" 33 33 33 34 33 26-6" 36 36 36 36 36 8' 6-4" 25 27 29 30 24 12'-8' 30 31 33 35 30 18'-7- 34 34 37 38 34 6 9 14'-0" 31 31 31 31 31 1 T-0" 33 33 33 33 33 24'-0" 37 37 37 37 37 9 6-0" 27 28 31 32 24 11'-11" 30 30 32 34 30 1 T45• 34 34 36 37 34 9 117 13'-4" 32 32 32 32 32 16-2" 35 35 35 35 35 2Z-9" 38 38 38 38 38 117 5-8" 27 28 31 32 24 11'4" 31 31 32 34 31 16-7" 36 36 36 37 36 117 11' 174" 32 32 32 32 32 15-5' 35 35 35 35 35 21'3" 38 38 38 38 38 11' 545" 28 30 32 34 25 1179" 31 31 32 34 31 15-10' 35 35 35 36 35 11' 17 17-2" 33 33 33 33 33 14'-9' 35 35 35 35 35 217-T' 39 39 39 39 39 1 12' 6-3" 28 30 32 34 26 10'-4" 32 32 32 34 32 15-2" 36 36 36 36 36 12' 13 11'3" 33 33 33 33 33 14'-2" 36 36 36 36 36 19-10" 39 39 39 39 39 13' 5'-1" 29 31 33 35 27 9-11" 32 32 33 35 32 14'3" 37 37 37 37 37 13' 14' I 11'3" 1 341341341341 34 1 13'4" 36136136 36 36 19-1" 40140 40 40 40 1 14' 15 4'-11" 4'9" 29 30 31 32 33 35 35 36 26 26 9-T' 9-3" 33 33 33 33 33 33 35 36 33 33 14'-0" 173" 37 37 37 37 37 37 37 37 37 37 14' 145 90 MPH EXPOSURE C 30 4' 21'-1" 33 35 37 39 28 24'-11" 34 36 39 41 29 31'-3" 36 38 41 43 32 70 & 90 MPH EXPOSURE B S 18'-10" 32 34 37 38 29 27-4" 33 35 38 40 31 28'-0" 35 37 40 42 33 30 4' 6-2" 23 25 27 28 20 22'4r 28 30 33 34 27 317-4" 31 33 36 38 31 4- 6* 1 T-2" 31 33 36 37 30 20'-4" 33 35 37 39 32 253" 34 36 39 41 34 5 T-4" 22 23 25 27 21 217-5' 29 30 33 34 29 28'-2" 32 33 35 37 32 5 T 15-11" 30 32 35 36 30 16-10" 32 34 37 38 32 2S-8" 35 35 38 40 35 6 6-8" 22 23 25 27 21 19-3" 30 30 32 33 30 26-6' 33 33 35 37 33 6- 8' 8' 14'-10" 31 32 35 36 31 1T45" 33 33 36 37 33 22'-1" 36 36 38 40 36 T 6-2" 22 23 25 27 22 1T-10" 31 31 31 33 31 25-2' 35 35 35 36 35 T 9 14'-0" 32 32 33 35 32 16-7- 34 34 36 37 34 217-10" 36 36 37 39 36 6 5!-9" 22 23 25 27 22 164' 32 32 32 33 32 24'-1" 36 36 36 36 36 6 10' 13'4" 33 33 33 35 33 159" 34 34 35 36 34 19'-9 37 37 37 38 37 9 5-5" 23 25 27 28 23 15'-9" 32 32 32 32 32 23'-1" 37 37 37 37 37 9 11' 12'4" 33 33 33 35 33 15-0" 35 35 35 36 35 18'-10" 37 37 37 38 37 19 5-2" 24 251271281 24 14'-11" 33 33 33 21'-10" 37 37 37 37 37 •117 1Z 17-2" 34 34 34 35 34 14'45" 36 36 36 36 36 18'-1" 38 38 38 38 38 11' 4'-11" 24 26 28 29 23 14'-3' 34 34 34 34 34 217-10' 38 38 38 38 38 11' 13' 11'-8" 34 34 34 35 34 13-10" 36 36 36 36 36 1r4" 39 39 39 39 39 1 12' 4'9'24 26 28 29 24 13-T 133133 34 34 34 34 34 217-0"38 38 38 38 38 12' 14' 11'-3' 35 35 35 35 35 13'-4" 36 36 36 36 36 16-8" 39 39 39 39 39 13' 14' 45 4'" -4 4'" 25 25 27 27 29 29 31 31 25 25 13'-1" 12'-7" 35 35 35 35 35 35 35 35 35 35 19-2" 18'45"4o 39 39 40 39 40 39 40 39 40 13' 14' 70 & 90 MPH EXPOSURE B / 70 MPH EXPOSURE C 40 4' 19-4" 28 30 32 34 26 22'-3" 29 31 34 35 28 317-T' 32 34 36 38 31 70 MPH EXPOSURE C 5 164" 27 29 31 33 27 19'-10" 28 30 32 34 28 2T4" 32 32 35 37 32 30 4' 6-2" 23 25 27 28 17 22'-0" 29 31 33 35 23 30'4" 32 34 36 38 26 4' 6 14'-11' 27 28 30 32 27 18'-2" 30 30 32 34 30 24'-11" 33 33 34 36 33 5' T4" 22 24 26 27 18 217-5" 29 31 33 35 25 28'-2" 31 33 36 37 28 5 T 13'-10" 28 28 29 31 28 16-9" 30 30 31 33 30 23'-1" 34 34 34 35 34 6 6-8" 22 24 26 27 18 19.0" 28 30 32 34 26 2645" 30 32 35 37 29 6 8' 12'-11" 29 29 29 31 29 15'4" 31 31 31 32 31 21'-T' 34 34 34 35 34 T 6-2" 22 24 26 27 19 1T-7" 27 29 31 33 26 25-2" 30 32 34 36 30 T 9 17-2' 30 30 30 31 30 14'-10" 31 31 31 32 31 217" 35 35 35 35 35 8' 6-9" 22 24 26 27 19 16-5' 27 29 31 33 27 24'-1" 31 32 34 36 31 8' 10' 11'-T 30 30 30 30 30 14'-0" 33 33 33 33 33 194" 36 36 36 36 36 9 6-5" 23 25 27 28 20 15-6' 27 28 30 32 27 22'-9" 31 31 34 35 31 9 11' 11'-0" 30 30 30 30 30 13'-5' 33 33 33 33 33 18'-9" 36 36 36 36 36 117 6-2" 23 25 27 28 21 14'-9" 28 30 32 27 21'-7" 32 32 34 35 32 10' 17 117-T 31 31 31 31 31 12'-10" 33 33 33 33 33 1T-11" 37 37 37 37 37 11' 12' 13' 4'-11" 4'-9' 4'45" 25 25 26 26 26 27 28 28 29 30 30 31 20 21 21 127 -0 14'' 13'-5" 12'-11" 28 28 28 28 28 28 29 29 29 31 31 31 28 28 28 217-7" 19-8" 18'-11" 33 33 34 33 33 34 33 33 34 35 34 34 33 33 34 11' 12' 13' 90 MPH EXPOSURE C 40 4' 18'-4" 32 34 37 38 27 22'-3" 33 35 38 40 28 317-T'36 38 41 43 31 S 16-4" 31 33 36 37 28 19-10" 32 34 37 38 29 2T-4" 35 37 40 42 33 14' 4'-4" 26 27 29 31 22 12'-S' 29 29 29 31 29 18'-3" 35 35 35 35 351 14' 6 14'-11" 30 32 35 36 28 18'-2" 32 34 37 38 30 24'-11' 34 36 39 41 33 90 MPH EXPOSURE C T 13'-10" 29 31 33 35 29 169" 31 33 36 37 31 23'-1" 35 35 38 40 35 30 4' 8'-2' 27 28 31 32 21 1 T-11" 31 33 36 37 26 26-3" 35 37 40 42 30 4' 8' 12'-11" 30 31 33 35 30 15'4' 32 32 35 36 32 21'-T' 35 35 37 39 35 S T-4" 25 27 29 30 21 16-0" 30 32 35 36 27 23'-6" 33 35 38 40 31 5 9 1Z-2" 31 31 33 35 31 14'-10' 32 32 35 36 32 217-4" 36 36 37 39 36 6 6!4r 25 27 29 30 22 14'-7' 30 32 35 36 28 21'-5" 33 35 37 39 32 6 10' 11'-7' 31 31 32 34 31 14'-0" 33 33 33 35 33 194" 37 37 38 37 T 6-2" 25 27 29 30 23 13'45" 29 31 33 35 29 19-10" 33 34 37 38 33 T 11' 11'-0" 31 31 32 34 31 13'-5 34 34 34 35 34 137 18'-9" 38 38 38 38 38 8' 459 25 27 29 30 23 12'4r 30 31 33 35 30 16-7"W 34 37 38 34 8' 17 117-T 32 32 32 34 32 12'-10' 34 34 34 35 34 1 T-11" 38 38 38 38 38 9 117 5.6" 5* -2" 27 27 28 28 31 31 32 32 24 24 11'-11"3o 11'-4" 31 30 31 32 32 34 34 30 31 1 T$ 16-T 34 35 34 35 36 36 37 37 34 35 9 117 60 4' 16-0" 30 32 35 36 25 18'3" 32 34 37 38 27 25-7' 34 36 39 41 30 5 135" 29 31 33 35 26 163" 31 33 36 37 28 22'-10' 33 35 38 40 31 11' 4'-11' 28 30 32 34 24 117-9" 31 31 32 34 31 15-10" 35 35 35 36 35 11- 6 173' 29 31 33 35 27 14'-10" 30 32 35 36 29 217-10" 33 35 37 39 32 12' 4'-9" 28 30 32 34 24 1174' 32 32 32 34 32 15-2" 36 36 36 36 36 17 T 11'-4" 28 30 32 34 28 179" 30 31 33 35 30 194" 33 34 37 38 33 13' 445• 29 31 33 35 25 9-11" 32 32 32 32 32 14'45• 37 37 37 37 37 13 8' 117-7" 28 30 32 34 28 12'-10" 31 31 33 35 31 16-1" 34 34 37 38 34 14' 1 4'-4" 29131 33 35 26 1 9-7' 33133133133 33 14'4' 37 37 37 37 37 14' 9 117-0" 29 29 31 32 29 17-2" 33 33 33 35 33 1 T-0" 34 34 36 37 34 40 4' 72' 25 27 29 30 20 1 T-11" 31 33 36 37 26 263' 35 37 40 42 30 4' 10' 9.6" 30130131 32 30 11'-5" 33 33 33 341 33 16-2 135135 361371 351 S 6 64" 5-10" 25 23 27 25 29 27 30 28 20 21 16-0" 14'-7' 30 30 32 32 35 35 36 36 27 28 23-T 21'45' 33 33 35 35 38 37 40 39 31 32 S 6 TABLE 3.1 T 455" 25 27 29 30 22 17-6" 29 31 33 35 29 19-10' 32 34 37 38 33 T 8' 5* -0" 25 27 29 30 23 1Z4" 30 31 33 35 30 18'-7" 34 34 37 38 34 9 9 4'9" 27 28 31 32 22 11'-11" 30 30 32 34 30 1T-6" 34 34 36 37 34 9 117 I W-6" 1271281311321 23 1 11'4" 1311311321341 31 1 16-T 135135 36 37 35 117 LIVE PRO. 5 1/9' [XT UDCO MCAOCR LOAD JEC- WUL CONS. FOOTER SIZE FOR ALL COLUMNS SEE TION COLUMN FREESTANDING I ATT. DETAIL' X'and 'U' ATTCHED SPACING FOOTER 1f IN FTR 3- CLOVERLEAF STEEL COL. 1Z-0— 8'-7' COLUMN HEJGHTS 1T P 18'-0' 11'-0' 87- 11' 1S 18' 90 MPH EXPOSURE B 25 S 10'-0" 23 25 27 28 21 18'-0' 9 9-5" 23 25 27 28 22 19 6-11' 23 25 27 28 22 11' 6.6' 24 26 28 29 22 12' Ir -2" 24 26 28 29 23 13' T-10" 25 27 29 31 23 14' T45• 25 27 29 31 23 145 T3" i 26 1 28 30 32 23 16 T-0' 26 28 30 32 23 90 MPH EXPOSURE C 25 8' 117-0" 27 28 31 32 21 9 9-5" 27 28 31 32 22 117 9-11' 27 28 31 32 22 11' 8945' 28 30 32 34 23 12' 9-2" 28 30 32 34 24 13' T-10" 29 31 33 35 23 14' I T45• 1 291 31 1 33 351 24 70 MPH EXPOSURE B 30 8' 9-2' 20 22 24 25 21 9 6-7' 20 22 24 25 21 117 8'-2" 20 22 24 25 22 11' T-9' 21 23 25 26 22 12' T-5" 21 23 25 26 23 13' T-2" 22 24 26 27 23 14' 6-10" 22 24 26 27 23 15 1 6-7- 1 231 25 1 27 1 281 23 90 MPH EXPOSURE C 30 8' 9-2" 27 28 31 32 21 9 8'-T 27 28 31 32 21 117 9-2" 27 28 31 32 22 11' T-9" 28 30 32 34 22 12' T-5" 28 30 32 34 23 13' T-2" 29 31 33 35 23 14' 6-10' 29 31 33 35 23 1S 6-7' 30 32 35 36 23 40 8' T-11" 25 27 29 30 20 9 T-6" 27 28 31 32 21 117 T-1" 27 28 31 32 21 11' 6-9" 28 30 32 34 21 12' 6-5" 28 30 32 34 22 13' 6-2" 29 31 33 35 22 60 T 6-11" 25 27 29 30 19 8' 645" 25 27 29 30 20 I 9 6-1' 27 28 31 32 20 19 6-9" 27 1 28 31 1 32 1 20 TABLE 3.2 TABLE 3.3 BIJQ.DIIVG P80D ax 1140 ALL PRO DRIVi ELKHART, IN 46514 ICBG ES EVALUATION REPORT ER -2621P HEADER SPANS, COLUMN SPACING, FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES SHEET 5 OF 8 DATE: 2/8/2000 MAXIMUM COLUMN HEIGHT COL COLUMN DESCRIPTION SINGLE FREEST&PHQG FOR ALL COLUMNS SEE SPAN OR MULTISPAN DETAIL' X'and 'U' ATTCHED ATTACHED E 3- CLOVERLEAF STEEL COL. 1Z-0— 8'-7' F 3' SQUARE STEEL COLUMN 18'-0' 11'-0' G 4' SQUARE STEEL COLUMN 18'-0' 15'-0' H 5' SQUARE STEEL COLUMN 1 18'-0' 18'-0' J 8' SQUARE STEEL COLUMN 18'-0' 18'-0' TABLE 3.3 BIJQ.DIIVG P80D ax 1140 ALL PRO DRIVi ELKHART, IN 46514 ICBG ES EVALUATION REPORT ER -2621P HEADER SPANS, COLUMN SPACING, FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES SHEET 5 OF 8 DATE: 2/8/2000 CA VQFRcrAMnlur AMn ATTArucn 1 Arnf C rnuuc0r4A1 QTDI IrT71OCC LIVE TRIB 8'C BEAM HEADER LIVE TRIB 8' C BEAM HEADER LOAD WIDTH MAX CONSTRAINED FOOTER SAES LOAD WIDTH MAX CONSTRAINED FOOTER SIZES FLUTED COLUMN ALUM. 0.062 1? -0" COLUMN FREESTANDING ATTACHED 1? -0- 8'-T COLUMN FREESTANDING ATTACHED 11'-0" G SPACING FOOTER'd OF4 FTR MIN SQUARE STEEL COLUMN 18'-0" SPACING FOOTER'd FTR MIN "-'r 6.4" 40 COLUMN HEIGHTS 'd COL 36 0.032 94" COLUMN HEIGHTS 'd COL NIA 1'-11" 39 a T4' 3-10" 40 T T 1' 15' 8' 41 6 70 MPH EXPOSURE B 90 MPH EXPOSURE C 20 4' 31'4" 27 29 32 33 21 D 25 4' 26-10' 34 36 39 41 23 D 14' S 293" 27 29 31 33 22 D 6 S 23-1' 33 35 38 40 24 D 9 6 27*4G" 27 28 31 .32 23 D 9 6 21'-1" 33 35 37 39 25 D 10' T 26-4' 27 28 31 32 24 E 11' T 194" 32 34 37 38 26 D 17 6 263" 26 28 30 31 25 E 17 9 163" 32 34 37 38 27 E 23' 9 24'3' 26 28 30 31 26 E 17 9 1T-2" 31 33 36 37 27 E 13 10 I 233" 1 26 1 27 1 29 1 31 1 26 E 14' I 10' 1 16-4" 1 31 1 33 1 36 1 37 1 28 1 E 70 MPH EXPOSURE C 70 & 90 MPH EXPOSURE 28' B / 70 MPH EXPOSURE 15' C 20 4' 31'-" 32 34 36 38 21 D 30 4' 2T-9" 30 32 35 37 23 D 1T 6 29S 31 33 36 37 22 D 1T S 25'-" 30 32 34 36 25 E 33' 6 2T4T" 30 32 35 37 23 D 1 T 6 24'-3" 30 32 34 36 25 E 18' T 263" 30 32 34 36 24 E 19 T 23-0" 29 31 34 35 27 E 20' 6 24'-0" 29 31 34 35 24 E 20' 6 27-T 29 31 33 35 27 E 21' 9 22`4r 29 31 34 35 25 E 22' 9 21'-2" 29 31 33 35 28 E 42' 10' 1 21'3" 1 29 1 31 1 33 1 35 25 E 10 I 2(7-T 1 29 1 31 33 35 29 E 90 MPH EXPOSURE B 90 MPH EXPOSURE C 20 4' 31'-" 31 33 36 38 24 D 30 4' 26-10" 34 36 39 41 23 D 6 29-6' 31 33 35 37 26 D S 23-1" 33 35 38 40 24 E 6 2T3" 30 32 35 36 27 D 6 21'-1" 33 35 38 40 25 E T 26-1" 30 32 35 36 28 E T 19-6 32 34 37 38 26 E 6 24'-4" 30 32 34 36 29 E 6 18'-3' 32 34 37 38 27 E 9 23-0" 29 31 33 35 29 E 9 1T-2" 31 33 36 37 27 E 10 I 21'-G 29 1 30 1 33 1 34 29 E 1 1 (7 1 16-4" 1 31 1 33 1 36 1 37 1 28 E 90 MPH EXPOSURE C 70 8 90 MPH EXPOSURE B /70 MPH EXPOSURE C 20 4' 26-10" 34 36 39 41 23 D 40 N 2S-3" 30 32 34 36 23 E 5' 23-1' 33 35 38 40 24 D S 23-5" 29 31 34 35 24 E 6 21'-1" 33 35 37 39 25 D 6 274" 29 31 33 35 25 E T 19-6' 32 34 37 38 26 D T 20'-11" 29 31 33 35 26 E 8' 163" 32 34 37 38 27 D 8' 20'-0" 28 30 32 34 26 E 9 1T-2" 31 33 36 37 27 D 9 19-2" 28 30 32 34 27 E 1 (7 1 16-4" 1 31 1 33 1 36 1 37 28 1 D 10 1 16-2" 1 28 1 30 1 32 34 28 E 70 8 90 MPH EXPOSURE B 90 MPH EXPOSURE C 25 4' 29.8" 31 33 35 37 24 D 40 4' 26-3" 34 36 39 41 23 E S 2T -N" 30 32 35 36 25 D 6 23-1" 33 35 38 40 24 E 6 26-" 30 32 34 36 26 E 6 21'-1" 33 35 37 39 25 E T 24'S 30 32 34 36 27 E T 19-" 32 34 37 38 26 E 9 23S 29 31 33 35 28 E 6 18'-3" 32 34 37 38. 27 E 9 27S 29 31 33 35 29 E 9 1T-2" 31 33 36 37 27 E 10' 1 21'-. 1 29 1 30 1 33 1 34 29 1 E 1 10 1 164" 1 31 1 33 1 36 37 1 28 1 E 70 MPH EXPOSURE C 70 8 90 MPH EXPOSURE B AND C 25 4' 29-' 31 33 36 37 21 D 60 4' 22'-0" 33 35 37 39 22 E 6 2T -N" 30 32 35 37 22 D 6 207E 33 35 37 39 24 E 6 26-E 30 32 34 36 22 E 6 193" 32 34 37 38 24 E - T 2N -T 30 32 34 36 23 E T 1T-10" 31 33 36 37 25 E 6 23S 29 31 34 35 24 E 6 16-9" 31 33 36 37 26 E 9 27S 29 31 34 35 25 E 9 16-9" 30 32 35 36 26 E 10 I 21'S 1 29 1 31 1 34 1 35 25 1 E I 10 1 14'-11" 1 30 1 32 1 35 1 36 1 26 1 E I FOIL U. I I COL COLUMN DESCRIPTION MAXIMUM COLUMN HEIGHT SINGLE FREESTANDING MAX FOR ALL COLUMNS SEE SPAN OR MULTISPAII OVER DETAILS 1P V AND W ATTACHED ATTACHED D FLUTED COLUMN ALUM. 0.062 1? -0" WA E 3' CLOVERLEAF STEEL 0.048' 1? -0- 8'-T F 3 SQUARE STEEL COLUMN 18 -0- 11'-0" G 4" SQUARE STEEL COLUMN I&4r iS-0- H5- SQUARE STEEL COLUMN 18'-0" T-8" J r SQUARE STEEL COLUMN 18'-0" "-'r 24' O.C. 2W RAFTER CLEARSPANS MAX ROOF HEIGHT 19 LIVE PANEL EXPOSURES MAX LOAD T BANDC OVER TSn ON) 70 a 90 MPH HANG 20 0.024 9'-10" T-11- 26 0.032 13-2' 6-7' 25 0.024 6-10" 4'S 29 0.032 11'-" 6-10" 30 0.024 T-8" 3-10" 33 0.032 10'3" 6.4" 40 0.024 5-10" 7-11" 36 0.032 94" 4'3" 60 0.024 NIA 1'-11" 39 0.032 T4' 3-10" 24" O.C. 3x8" RAFTER CLEARSPANS MAX ROOF HEIGHT 16 LIVE PANEL EXPOSURES MAX LOAD "P B AND C OVER PS IN 70 8 90 MPH HANG 20 0.036 14'-6' 6-6" 26 0.042 19-10" 9-11" 25 0.036 11'-8" T -T" 29 0.042 1T3" 9-10" 30 0.036 9-" 6-11" 33 0.042 16-7" V-1" 40 0.036 T-4" 6-0" 36 0.042 11'-9" T-0" 60 0.036 4'-11" 4'-11" 39 0.042 TAW 6-9' I AULt 0.4 EQUIVALENT FOOTERS'd' (IM 36 46 37 47 38 48 GENERAL METHOD FOR USING THESE TABLES 1 CHOOSE FREESTANDING OR ATTACHED. COMMERCIAL OR PATIO LATTICE STRUCTURE 2 DETERMINE PROJECTION, WIDTH, OVERHANG, WIND LOAD AND LIVE LOAD. 3 FIND TRIBUTARY WIDTH FROM TABLE 5.6 AND DRAWING 97SCOZ 4 CHOOSE A RAFTER FROMTABLES 4.3.4.5, 5.3 OR 5.4 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5 CHOOSE A HEADER FROM TABLES 4.1.4.2 OR 5.2 THAT HAS ADEQUATE COLUMN SPACING. 6 USE THE FOOTER SIZE SHOWN. 7 USE THE COLUMN SHOWN FOR SINGLE SPAN ATTACHED PATIO. LOOK AT THE TABLES PROVIDED FOR ALL OTHERS. 8 FIND THE APPROPRIATE DETAILS IN THE "CONNECTION DETAILS" SHEETS. FOR CONCRETE PATIO SLABS FOLLOW 1-4 ABOVE 5 FIND THE MAXIMUM COLUMN SPACING ON SLAB FROM THE DESIRED COLUMN HEIGHT 6 CHOOSE A HEADER FROM TABLE 4.1 OR 4.2 THAT CAN SPAN THAT DISTANCE FOR THAT TRIB VMDTH AND LIVE AND WIND LOAD 7 FIND THE APPROPRIATE DETAILS IN THE "CONNECTION DETAILS' SHEETS. TRIBUTARY WIDTHS (FT) FOR SINGLE SPAN ATTACHED STRUCTURES FOR A GIVEN PROJECTION AND OVERHANG (ROUNDED U 19 20 RAFTER OVERHANG 20 22 21 23 22 24 23 26 4' 4' 24 27 S 6 25 29 4' N 26 31 S 6 27 33 S S 28 35 6 6 29 36 TABLE 5.5 6 30 38 6 6 31 39 6 6 32 40 T T 33 41 6 6 34 43 T T 35 44 T 36 46 37 47 38 48 GENERAL METHOD FOR USING THESE TABLES 1 CHOOSE FREESTANDING OR ATTACHED. COMMERCIAL OR PATIO LATTICE STRUCTURE 2 DETERMINE PROJECTION, WIDTH, OVERHANG, WIND LOAD AND LIVE LOAD. 3 FIND TRIBUTARY WIDTH FROM TABLE 5.6 AND DRAWING 97SCOZ 4 CHOOSE A RAFTER FROMTABLES 4.3.4.5, 5.3 OR 5.4 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5 CHOOSE A HEADER FROM TABLES 4.1.4.2 OR 5.2 THAT HAS ADEQUATE COLUMN SPACING. 6 USE THE FOOTER SIZE SHOWN. 7 USE THE COLUMN SHOWN FOR SINGLE SPAN ATTACHED PATIO. LOOK AT THE TABLES PROVIDED FOR ALL OTHERS. 8 FIND THE APPROPRIATE DETAILS IN THE "CONNECTION DETAILS" SHEETS. FOR CONCRETE PATIO SLABS FOLLOW 1-4 ABOVE 5 FIND THE MAXIMUM COLUMN SPACING ON SLAB FROM THE DESIRED COLUMN HEIGHT 6 CHOOSE A HEADER FROM TABLE 4.1 OR 4.2 THAT CAN SPAN THAT DISTANCE FOR THAT TRIB VMDTH AND LIVE AND WIND LOAD 7 FIND THE APPROPRIATE DETAILS IN THE "CONNECTION DETAILS' SHEETS. TRIBUTARY WIDTHS (FT) FOR SINGLE SPAN ATTACHED STRUCTURES FOR A GIVEN PROJECTION AND OVERHANG (ROUNDED U PROD. RAFTER OVERHANG (FT) (FT) 3 N 4' 4' N S S 6 T 4' 4' N S S S 6 9 4' S S S S 6 6 9 6 6 6 6 6 6 6 10 S 6 6 6 6 T T 11' 6 6 6 T T T T 17 6 T T T T 6 6 13 T T T 6 6 6 6 14' T 6 6 6 8' 9 9 16 6 9 8' 9 9 9 9 16 V 9 9 9 9 10' 10' 1 T 9 9 9 10' 10' 10' 10' 18' 9 10' 10' 10' 10' 19 10' 10' 10' 11' 11' 20' 10' 11' 11' 11' 11' 17 17 21' 11' 11' 11' 17 12' 17 17 27 1 V 17 17 12' 12' 13 13 23' 17 17 17 13 13' 13 13 24' 17 17 13 13' 13' IN 14' 26 13' 13 13 IN 14' 14' 14' 26 13' 14' 14' 14' 14' 16 16 2T 14' 14' 14' 16 15' 16 16 28' 14' 15' 16 15' 16 16 16 29 16 16 16 16 16 16 16 30' 15' 16 16 16 16 1T 1T 31' 16 16 16 1T 1T 1T 1T 32' 16 1T 1T 1T 1T 16 18' 33' 1 T 1 T 1 T 18' 18' 18' 18' 34' 1 T 18' 16 18' 18' 19 19 35' 18' 18' 16 19' 19' 19 19 36 18' 19 19 19' 19 20' 20' 3T 19' 19 19 20' 20' 20' 20' 38' 19 20' 20' 20' 20' 21' 21' 39 20' 20' 20' 21' 21' 21' 21' 40' 20' 21' 21' 21' 21' 27 22' 41' 21' 21' 21' 22' 22' 27 27 42' 1 21' 22' 22' 22' 22' 23 23' I ACLt ,.b MAR 0 3 20PI 0eemmx MUM PROD", RC 1140 ALL PRO DRIVE ELKHART, IN 46514 ICBO ES EVALUATION REPORT ER -2621P HEADER SPANS, COLUMN SPACING, FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED COMMERCIAL LATTICE STRUCTURES SHEET 7 OF 8 DATE: 2 8 2000 3.0 COLUMN AND FASTENER REQUIREMENTS FOR COMMI olumn Spacing MAX COL HGHT Al 0.024' x 3" SQUARE ALUM COLUMN F 10'-" A2 multiplied by Trib Width F MInkmann ClolLffm Reqtdred Attacfied Stuctures for E, N Lattice Solid Cover Tributary Tributary 0.036 B Live Load (pst) 11'-4' C Area R Area ft 10 20 25 30 40 60 23 16 Al Al Al At A2 C 31 20 Al All Al A2 C C 37 24 Al Al A2 B C C 44 28 Al A2 B C C D 66 36 Al B C C C D 62 40 Al C C C C E 68 46 Al C C C D E 77 60 Al C C C D E 86 66 A2 C C C D E 82 s0 A2 C C D E E *m 1 A2 C C D E E 105 68 B C D D E E 108 70 C C D D E E 116 76 C C D E E E 123 80 C C D E E E 138 80 C D E E E E 154 100 C D E E E F 185 120 C E E E E F 216 140 C E E E E F 246 160 D E E E F G 277 180 D E E E F G 308 200 D E E F F G 338 220 E E E F F G 386 260 E E F F G G 482 320 E F F G G G 616 400 E F G G G H 682 460 E G G G G H 788 600 E G G G G H 923 600 F G G G H H 1 able b.l COLUMN TYPE COLUMN DESCRIPTIONS DETAIL MAX COL HGHT Al 0.024' x 3" SQUARE ALUM COLUMN F 10'-" A2 0.024 x 3" SQUARE ALUM COLUMN F 8'-0" B 0.032' x 1 1/2" SQUARE ALUM E, N 8'-0" 0.024 SCROLL COLUMN 0.032 0.036 B 0.027" x 3" SQUARE ALUM COLUMN F 11'-4' C 3 CLOVERLEAF ALUM. 0.040" K 12'-0" D FLUTED COLUMN ALUM. 0.067' U 17-0" E 3' CLOVERLEAF STEEL 0.048" K 8'-7" F 3' SQUARE STEEL COLUMN X 18'-0" G 4 SQUARE STEEL COLUMN X 18'-0" H 5" SQUARE STEEL COLUMN X 18'-0" J 6• SQUARE STEEL COLUMN X 18'-0" 1 able b.1 :RCIAL AND PATIO STRUCTURES Fastener Terminology #14 SMS = #14 sheet metal or Tek screw, 3/4" minimum length 5/16' B = 5/16' Diameter Bolt See General Notes for specifics on fasteners Clearspan on this chart is the distance from the wall to the first row of columns. Hilk Kwik Bolt 11 1/47 diameter and 2" embedment ICSO ER -4627 or other anchor w/ 550# shear vs wind and seismic bads. Masonry anchors must have a shear value of 255 for wind or seismic bads. 1/4' Lag screws must have 21/4 of penetration Y#o studs. These lag screws must have an 1/8" lead hole. 10 psf evaluated at 90 mph wind load (15 psf). All other loads evaluated at 90 mph exposure C. Tahle B 4• Rauired Numher of Fantpn r% for Tension Loads Aluminum Gage (in) I aDie b.3: K NumDer oT ramer emrs IOr Jnean LOGOS 0.036 0.062 0.080 Aluminm Material Gage (in) 0.100 SPACING Steel Gage (in) K L M. 0.024 0.024 0.032 0.036 0.040 0.040 0.060 0.060 0.048 0.048 Uplift Size 014 5/16" C 5/16' D #14 014 5/16" G #14 H 5fl6' I #14 J 5116" Footer Design Size Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT d (n) (IbS) 140 384 512 723 248 642 293 944 293 1360 12 75 1 1 1 1 1 1 1 1 1 1 13 96 1 1 1 1 1 1 1 1 1 1 14 119 1 1 1 1 1 1 1 1 1 1 15 147 1 1 1 1 1 1 1 1 1 1 16 178 2 1 1 1 1 1 1 1 1 1 17 214 2 1 1 1 1 1 1 1 1 1 18 254 2 1 1 2 2 1 1 1 1 1 19 298 3 1 1 2 2 1 2 1 2 1 20 348 3 1 1 2 2 1 2 1 2 1 21 403 3 2 1 2 2 1 2 1 2 1 22 463 4 2 1 3 2 1 2 1 2 1 23 529 4 2 2 3 3 1 2 1 2 1 24 602 5 2 2 3 3 1 3 1 3 1 25 680 5 2 2 4 3 2 3 1 3 1 Slab 75D 6 2 2 4 4 2 3 1 3 1 26 765 6 2 2 4 4 2 3 1 3 1 27 856 6 3 2 4 4 2 3 1 3 1 28 955 7 3 2 5 4 2 4 2 4 1 29 1061 8 3 3 5 5 2 4 2 4 1 30 1175 8 4 3 6 5 2 5 2 5 1 31 1296 9 4 3 6 6 3 5 2 5 1 32 1426 n/a 4 3 7 6 3 5 2 5 2 33 1564 n/a 5 4 8 7 3 6 2 6 2 34 1710 n/a 5 4 8 7 3 6 2 6 2 35 1866 nfa 5 4 9 8 3 7 2 7 2 36 2030 n/a 6 4 Ma 9 4 7 3 7 2 37 2204 n/a 6 5 n1a 9 4 8 3 8 2 38 2388 Na 7 5 n1a n/a 4 9 3 9 2 39 2581 n/a 7 6 n/a n/a 5 9 3 9 2 40 2785 n/a 8 6 Na n/a 5 n/a 3 n/a 3 41 2999 n/a 8 6 Na n/a 5 rlha 4 n/a 3 42 3224 n/a 9 7 n/a n/a 6 n/a 4 n/a 3 43 3499 n/a n/a 7 Na n/a 6 n/a 4 n/a 3 44 3706 n/a n/a 8 nfa n/a 6 n/a 4 n/a 3 45 3966 n/a n/a 8 nfa Na 7 n/a 5 n/a 3 46 4235 n/a n/a 9 Na n/a 7 Na 5 n/a 4 47 4518 n/a n/a 9 n1a n/a 8 n/a 5 n/a 4 48 4812 n/a n/a n/a Na n/a 8 nfa 6 n/a 4 49 5119 n/a Na n/a Na n/a 8 nfa 6 n/a 4 50 5439 n/a n/a n/a nfa n/a 9 n/a 6 n/a 4 Fastener Terminology #14 SMS = #14 sheet metal or Tek screw, 3/4" minimum length 5/16' B = 5/16' Diameter Bolt See General Notes for specifics on fasteners Clearspan on this chart is the distance from the wall to the first row of columns. Hilk Kwik Bolt 11 1/47 diameter and 2" embedment ICSO ER -4627 or other anchor w/ 550# shear vs wind and seismic bads. Masonry anchors must have a shear value of 255 for wind or seismic bads. 1/4' Lag screws must have 21/4 of penetration Y#o studs. These lag screws must have an 1/8" lead hole. 10 psf evaluated at 90 mph wind load (15 psf). All other loads evaluated at 90 mph exposure C. Tahle B 4• Rauired Numher of Fantpn r% for Tension Loads TABLE 6.5: WALL ATTACHMENTS FOR PATIO AND COM. STRUCTURES Aluminum Gage (in) O/C O/C 0.036 0.062 0.080 '0.099 0.100 SPACING SPACING K L M. N O Design Footer 5/16" #14 5M 6' 5116' #14 BOLT SMS BOLT BOLT SMS Uplift Size 425 115 709 1048 188 (lbs) d (in) 1 1 1 1 1 75 12 1 1 1 1 1 96 13 1 2 1 1 1 119 14 1 2 1 1 1 147 15 1 2 1 1 1 178 16 1 2 1 1 2 214 17 1 3 1 1 2 254 18 1 3 1 1 2 298 19 1 4 1 1 2 348 20 1 4 1 1 3 403 21 2 5 1 1 3 463 22 2 5 1 1 3 529 23 2 6 1 1 4 602 24 2 6 1 1 4 680 25 2 7 2 1 5 750 Slab 2 7 2 1 5 765 26 3 8 2 1 5 856 27 3 9 2 1 6 9% 28 3 n/a 2 2 6 1061 29 3 nfa 2 2 7 1175 30 4 nfa 2 2 7 1296 31 4 rlfa 3 2 8 1426 32 4 nfa 3 2 9 1564 33 5 nFa 3 2 n/a 1710 34 5 n/a 3 2 n/a 1866 35 5 rlfa 3 2 nfa 2030 36 6 rlfa 4 3 Na 2204 37 6 nfa 4 3 n/a 2388 38 7 n/a 4 3 n/a 2581 39 7 n/a 4 3 n/a 2785 40 8 rlfa 5 3 nfa 2999 41 8 nfa 5 4 n/a 3224 42 9 nfa 5 4 n/a 3499 43 9 nfa 6 4 n/a 3706 44 n/a nfa 6 4 r/a 3966 45 nfa nfa 6 5 n/a 4235 46 n/a nfa 7 5 n/a 4518 47 n/a nta 7 5 n/a 4812 48 n/a nfa 8 5 n/a 5119 49 n!a rlfa 8 6 n/a 5439 50 TABLE 6.5: WALL ATTACHMENTS FOR PATIO AND COM. STRUCTURES ANC 1 ANC 2 ANC 3 ANC 4 O/C O/C O/C CLEAR- # OF 1/4' LIVE SPACING SPACING SPACING SPAN LAG SCREWS LOADCONCRETE MASONRY FOR #10 x 2 (FT) PER STUD (PSF) ANCHORS ANCHORS SMS SCREWS 16' O/C SPACING 10 24' 24" 16" 27 1 20 Zr 16" 8" 11' 1 17 2 25 24 15" 8" 11' 1 16' 2 30 24' 14' 8" 10' 1 14 2 40 24 12" 8" 13' 2 60 16" 10" 4 11' 2 1 Spacing between bolls and screws shall be 2.5 tines the shank diameter 2 The edge distance of bogs and screws shall be 3 times the shank diameter 3 Connections shal be arranged so that the center of resistance of the connection shall coincide with the resultant line of action of the bad. 032000 n - W I�� N 070 l All GF CALIF�� . XAmez-imaz HIJUDINGFROMCMING 1 140 ALL PRO DRIVE ELKHART, IN 46514 ICBG ES EVALUATION REPORT ER -2621P COLUMN AND FASTENER TABLES SHEET 8 OF 8 DATE: 2 8 2000 R= 0.2' 0.95' {�- . ^'. 0.92' 3.0' 167' TYP. 6.00' f .8760 R=.125 INSIDE OUTSIDE R=.2' -.70' .55 I t 450. 1.903..450' . 216 TYP. T .167' 1 I 2.464' I 2.10' �- 1.714' 1876' S5 1 Z' 39' 42 1.13- 41.0- 137R= .125' 12.00"R= 0.15' TYP. 6' FLAT PAN Q 6 STRUCTURAL PANEL (3006-H391 ALUM. ALLOY) 0.060- c 3. 0' R= 0.10' 3.090 C TYP R- 0.25" R= .15' 1.0' /TYP..0' 2.* T49' .0' I•L�I I 0 020' R= 0.2 TYP. TYP. R= 0.22' j FOR STEEL PANEL: ASTM A 653 GRADE 80 STRUCTURAL QUALITYI rr., fy= STEEL 80 KSI 18.00' 30 GA GALV T=.0157 28 GA GALV T=.0187 FOR STEEL PANEL- ASTM A 653 GRADE 50, SQ CLASS 1 30 GA GALV. t=0.0157' QB 12" STRUCTURAL PANEL (3006-H391 ALUM. ALLOY) Fy=50 KSI STEEL© 18" STRUCTURAL PANEL (3006-H391 ALUM. ALLOY) 3/4 0.08' OUTSIDE--- . 12' 60 1 7/8' 3• TYP 13/16' 0.721-25,•� 9/64 L 1/16' 62np /16' R. TYP. �I . 1 �sni� = 0.2 48' /16' TYP. 38.6' ) 1.2 0' , 6.00' 6.00 12.00 Q 3 1/2" X 12" STRUCTURAL PANEL SEE DETAIL 'A' 0 RIGHT SIMPSON A34 HANGER CONN. ORE R STRUCTURAL X RPE � � 2 1 1/2' FASCIA 14 x 1 1 1' FOR MAXIMUM 0 12' O.C. OVERHANG SEE SCHEDULE 0 RIGHT © ALTERNATE EAVE ATTACHMENT 7/1603-x•7/16 1/8 1 13/32'61' TYP. 158'4 ' ►I 3/32 TYP. 2 1/4 /8' R. TYR Q ALTERNATE -12" STRUCTURAL PAN (3006-H391 ALUM. ALLOY) ADDITIONAL TWO - 16d NAILS 0 EA. RAFTER WHEN REQUIRED 1/2' FASCIA DETAIL "A" '64" R. 5/32- 7/ 1' np1 7/8' TYP 2 25/32' /8" R. TYP. - SIMPSON A34 CONNECTOR OR EQUAL. - RAFTER 6 - 110 SCREWS, 3 EACH LEG OF CONNECTOR - TYPICAL KtUUIKt, AUUI I IUNAL 1 - 100 NNW IP tA&;H KAh ItK Lu NC. 2607 CIV1 qlF G A 1c ENGINEER I•�1.50'--� 1.50' 0.032' 3'00"_ 0.0240, 00'- 0.024', 0.027' OR 0.040' TYP. 3.00' O 1 1/2" SQUARE COLUMN O 3' SQUARE COLUMN (3003-H16 ALUM. ALLOY) 1 (3003-1-116 ALUM. ALLOY) `3 _q1u" DATE I REVISION I DATE STRUCTURAL PANELS + TYP. CONNECTION DETAILS REVISION 1 1 Engineering Servicea ''1140 All Pro Drive Elkhart, IN 46514 KG ICI90 ES EVALUATION REPORT NO. ER -2621 P DRAWING NONE NAME COMPONENT PARTS & CONNECTION DETAILS AMP2/8/2000 N w 97CD01 1 OF 9 lV�:il 11y::�•i[ai[�>(�E'�:�;��� �d��;��f�1•'t:1:�_�al�:�.-(•i�ZS[��.1i � Di QSlmmimlmld G�R9itG�ii��[-��7 C�k�GFii�it�7iity <FiI�Ti �Q31m►� \�/\�I ®IiEiif7i � \�/\�/ ��ii� �i\�/\�1' KtUUIKt, AUUI I IUNAL 1 - 100 NNW IP tA&;H KAh ItK Lu NC. 2607 CIV1 qlF G A 1c ENGINEER I•�1.50'--� 1.50' 0.032' 3'00"_ 0.0240, 00'- 0.024', 0.027' OR 0.040' TYP. 3.00' O 1 1/2" SQUARE COLUMN O 3' SQUARE COLUMN (3003-H16 ALUM. ALLOY) 1 (3003-1-116 ALUM. ALLOY) `3 _q1u" DATE I REVISION I DATE STRUCTURAL PANELS + TYP. CONNECTION DETAILS REVISION 1 1 Engineering Servicea ''1140 All Pro Drive Elkhart, IN 46514 KG ICI90 ES EVALUATION REPORT NO. ER -2621 P DRAWING NONE NAME COMPONENT PARTS & CONNECTION DETAILS AMP2/8/2000 N w 97CD01 1 OF 9 2.00' 1.50' 1.¢0'- FOR 3 1/; � PANELS np. 2.00'- FOR 2 1/2' _III PANELS '1.5. -NON-STRUCTURAL SIDE FASCIA 5 NOMINAL .018' IN THICKNESS. .325` � -1 1.00' 0,16' I 2.00' -�.67' � 11.66' �'67• f v, 6 1/2' ROLLFORMED HEADER (3006-1-1391 ALUM. ALLOY) ..I .75' FASCIA HDR 1 TYR 0 2-1 1/2" SQ. X .062" EXTRUDED COLUMN (ALUM. 6063-T6) 2 5/16' BOLTS 2 5/16' BOLTS W/ 1' Dol x 3/32' THK. STL WASHER 1.50 0.032' x 1 1/2* SQ. ALUM. DECORATIVE ALUM. SCROLLS OR SOLID FILL r:.O.I,R (2) — 3/8'x3 1/2' HILTI KWIK ANCHOR BOLTS 01 2 5/16' BOLTS �J X25' 4S' 2.25'I "—BOTTOM CONN. CHANNEL —1 I� QN ROLLFORMED 2 COLUMN CONNECTION W/ DECOR. SCROLL (3003-H16 ALUM. ALLOY) 18' S' TYP. I O O O 6- 114 SMS ON EACH 6.50' 1 5.5' SIDE OF SPLICE CENTERLINE 4 Q 4 O DUCE LINE 3.00 0.72 121.560 0.72 0.93 �•-- 0.72 I_T T —"I0.931.56 3.00 '"'1111 0.28 0.37 0.72 —0.17 T (IN)= 0.030, 0.040 (ALUM) = 0.048 (STEEL) mm. COLUMNS MAY BE TRIMMED W/FLEX- ALUM. FACING. OK 3" ALTERNATE COLUMN (3003-1-116 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) 6.50' 10 SYS 0 FOLLOWING HG: 6' O.C. FOR 6' PANELS 6` O.C. FOR It PANELS 9' O.C. FOR le PANELS STRUCTURAL PANEL 1.625' 40' r, I SEE TABLE 6.5 2.50' #10 SMS • FOLLOW - OR 3.50' ►►►►''i�G SPACING: .062' Ir c PM Mop- � FM iax NOTE HILTI KB—II AN 1.50' BOLTS PER ICBO U EV #4627 c-ROLLFORMED HANGER'1�, 0(3004-H36 ALUM_.,-ALLOY)j- 6',12' OR 18' NOE L SiRUCT11RAIl PANELS ROLLFORYED HEADER w I . Fes- 3.00' —iI QO ROLLFORMED HEADER "H' CONN. DETAILS TO STRUCTURAL PANELS ® ROLLFORMED SPUCE CONNECTION DETAILS (3006-H391 ALUM. ALLOY) DATE � 9 X • I �� p 3 - #14 SMS ON EACH SIDE OF SPLKE— ROLL FORMED HEADER t= 0.036' ROLL FORMED HEADER SPLICE. TIGHT FIT INSIDE OF HEADER, 9' EACH SIDE OF SPLICE 3 - 114 SMS ON EACH SIDE OF SPLICE O ROLLFORMED HEADER SPU( (3006-H391 ALUM. ALLOY) REVISION EYATE` REVISTON' m 70 Engineering Services 6 31 L 1140 All Pro 4 Elkhart, IN 46516514 r2/8/200]0 ICBO ES EVALUATION REPORT N0. ER -2621P URAVANG COMPONENT PARTS ec CONNECTION DETALS NAME SHEET tS STAMP y 97C002 2 OF 9 3.00' IRI COVER PANEL SEE TABLE "A" NEXT PAGE 8.00' 12 GA. 8" x 3' 0.5" TYP. STEEL "C"- CHANNEL HEADER (STEEL A-653 Fy=50,000 PSI) rJ5*1 PANEL 10.0• SEE TABLE 'A'' NEXT PAGE 0.90" TVP. 12 GA 10" x 3 1/2 rJV STEEL "C"- CHANNEL HEADER (STEEL A-653 Fy=50,000 PSI) 1 3.00' + 80. _ 2 5/16" BOLTS W/ 1" DIA. x 3/32" THK. STL WASHER - 2 5/16" BOLTS ALTERNATE COLUMN CONN. BRACKET. 3' SQ. COLUMN DETAIL 'F', "K' OR U' QS 3" COLUMN CONNECTIONS FOR FASCIA HEADERS 1 5.5' COVER PANEL 3/4" BOLTS SEE DETAIL 'A' AT RIGHT 1/2- X 9 1/4- 0.14'0.170 /4" 0.14'-1 0y I TVpP.. �.EO.17 T OW 10" FULL-STRENGTH SPLICE DETAIL ASTM A 653 Fy=36 KSI FOR BOLT •25'j� SIZE SEE �yJl DETAIL 'S' AT LEFT �0" .094'`� ' 2.25 1.0' �r NOTE: SEE DETAIL 'S' AT RIGHT FOR INSTALLATION AND + PROPER CONNECTIONS. QT 3" ALTERNATE COLUMN CONN. BRACKETS (STEEL A-653 Fy=40,000 PSI) 1.25" SPLICE 00 001100 00 00 001100 00 00 001100 00 3" 1.5" --� �- 1.25- 36u DETAIL 'A' DATE 37" 4) I 3.000' ( 688'(4) 'OC�Q 10" R X •7 014) 010" HIGH IALUMAX 68"(4) I.D. I .437'(4) 1236)_ D. . ? .020" DP. l x (12) .062" RAD (20) .187" RAD(16) FLUTED COLUMN (3" ALUM. 6063—T6) "t" = 0.062" UNLESS OTHERWISE NOTED 3.000, 4.00" .188" 5.00" OR 6.00" T1'P• 3.00', 4.00" 5.00' OR 6.00' OX 3", 4", 5" OR 6" STEEL COLUMN Fy=36 KSI REVISION DATE REVISION . N0. 2' rn Engineering Services 1140 All Pro Drive Elkhart. IN 46514 tir KG ICBO ES EVALUATION REPORT N0. ER -2621P SCALE: DRAINING glF F ItV`�/ NONE O� COMPONENT PARTS be CONNECTION DETAILS EN S STAMP 2/8/2000 w 97CD03 IRI3 OF 9 1 1.0' 5.5' rt -e irn PANEL 0.14' SEE TABLE 'A' ~�0.170 . TYP Typ I . 0.17" QY 10" X 5 1/2" W BEAM HEADER (6061-T6 ALUM. ALLOY) • L TYP. SEETABLE " A PANEL 110' TYP. QZ 6" W BEAM HEADER (6061-T6 ALUM. ALLOY) 750' #10 SMS 0 6".12" OR ---7375f9'� O.C. FOR 6',12, do #10 SMS ® 12' .900' O.C. .291 18 PANELS STABILIZER CLIP - 0o I SEE DETAIL 'AG'. it SMS 6" O.C. FOR 6' do 12" PANELS - 9' O.C. FOR 18" PANEL 0 N #10 SMS ® EACH ROOF P EL VALLEY 5.406" r 7- 3 1/2" STRUCTURAL .8 3" PANEL STRUCTURAL PAN Its 6'. 12" OR 18' WIDE IC 079' .079' 2.725" 0.062" 109' 0.062' 4.00' 3.00"--� AD ALAS KAN=EXTRUDE-D-HEADER- AC 5 1/2" EXTRUDED HEADER (6061-L6 ALUM. ALLOY)-�� (6061-T6 ALUM. ALLOY) 7.0' SEE TABLE 'A'---, R=.05' — .09' TYP. FIAT RADIUS 1.0' r3.00 0.72 1.56- 0.72 H 0.93 H" 0.72 93 156 3.00 --� 0.28 0.37 0.72 --� 0.17 T (IN)= 0.048 AB 3" X 3" HEADER (STEEL) ®/ X 5 1/Z W BEAM HEADER (A-653 Fy=40 KSI STEEL) (6061-T6 ALUM. ALLOY) FASTENERS REI3LITRFD FnR PANEL Tn HEAnFR CnNNFCTTnNS 6' PANEL USE 50% LESS SCREWS 18' PANE SE 50% MORE SCREWS DATE Q0..�f tSS l T U MAR NO. 0 =�!: 9l 0 CAt`': E I RS STAMP el .018 & .024 PANELS e2 .032 & .036 PANELS REVISION I DATE I REVISION Engineering Services 1140 All Pro Drive MpAgnba Elicharf. IN 46516514 KIM or KG IC80 ES EVALUATION REPORT NO. ER -2621P NONE OR PART COMPONENT PARTS do CONNECTION DETAILS NAME 2/8/2000 M 97CD04 SHEU 4 OF 9 TABLE 'A' MAX. WIND HEADER MAX. TRIB FASTENING LOAD DESCRIPTI❑N WIDTH SCHEDULE NOTE'S 90 MPH ALL FASCIA 10' 2-#10 SMS PER 12' PANEL STEEL CLOVER, C BEAMS, I BEAMS 12' 2-#14 SMS PER 12' PANE PATIO STEEL CLOVER, C BEAMS, I BEAMS 21' 3-#14 SMS PER 12' PANE 70 MPH EXP C ALL FASCIA 10' 2-#10 SMS PER 12' PANEL AND STEEL CLOVER, C BEAMS, I BEAMS 16' 3-#14 SMS PER 12' PANEL SEE el 90 MPH EXP B STEEL CLOVER, C BEAMS, I BEAMS 16' 2-#14 SMS PER 12' PANEL SEE e2 ALL FASCIA 10' 2-#14 SMS PER 12' PANE 90 MPH EXP C STEEL CLOVER, C BEAMS, I BEAMS 16' 4-#14 SMS PER 12' PANEL SEE el STEEL CLOVER, C BEAMS, I BEAMS 16' 3-#14 SMS PER 12' PANE SEE 02 6' PANEL USE 50% LESS SCREWS 18' PANE SE 50% MORE SCREWS DATE Q0..�f tSS l T U MAR NO. 0 =�!: 9l 0 CAt`': E I RS STAMP el .018 & .024 PANELS e2 .032 & .036 PANELS REVISION I DATE I REVISION Engineering Services 1140 All Pro Drive MpAgnba Elicharf. IN 46516514 KIM or KG IC80 ES EVALUATION REPORT NO. ER -2621P NONE OR PART COMPONENT PARTS do CONNECTION DETAILS NAME 2/8/2000 M 97CD04 SHEU 4 OF 9 IF T .125• 6.0• 5 75• •010• ---h 1. 1 ��-- 36" —� ® 6' W ALUM. HEADER SP (6061—T6 ALUM. ALLOY) -1/2 . • BOLTS .062 R=.375' " SEE NL ED FOR EXTRUDED 1.187 HANGER W/ A -RAIL 437• ® A -RAIL (8083-T6 ALUM. ALLOY) 2.10' 1.710' 1.380" ® STABIUZER CUP FOR EXTRUDED HEADER 'AC' (8083-T6 ALUM. ALLOY) TYPICAL 12' V -PAN ® TYPICAL SKYUGHT PANEL CONNECTION WITH 12• V -PANS NOTE HEADER SPLICE MUST BE LOCATED WITHIN 12. OF A COLUMN. L25 'EXTRUDED HEADER WITH TIGHT FIT HEADER 5.406" 4 SMS . — 4.00" 8-J14 SOUGHT PANEL TYPICAL 12• V -PAN 5+5+---10" 24" 40 .5' `l OY) 11114 SMS SEE TABLE 8.5 JIG Sib 0 FMLM- FOR SPACING 1.50" 1. A -RAIL -SEF t�.06 DETAIL 'AF' TVP. ne srMdNW Ir Or �;PAMU RAW aG FOR 1 FFANW 2• OR 111 �a 1.50' ® EXTRUDED HANGER (6063-T6 ALUM. ALLOY)7 ---1.686" EXTRUDED CHANNEL CONNECTOR .500" ®(6063—T6 ALUM. ALLOY) �TMP2--1 r-- 1.562" '1 SCHEDULE OF ALLOWABLE SPANS FOR 6 " & 12" PANELS ADJACENT TO SKYLIGHT PANELS. LIVELOAD (PSF) *6" PANEL SPANS *12" PANEL SPANS t— 0.018 t— 0.024 — 0.032 — 0.036 t— 0.018 t— 0.024 t— 0.032 t- 0.036 10 11'-9' 14'-5' 17'-2' 17'-9' 11'-0' 13'-3' 14'-7' 15'-1' 20 8'-8' 10'-6' 12'-6' 13'-5* 7'-11' 10'-4' 11'-8' 12'-1' 25 7'-2' 9'-5' 1 11'-3' 1 12'-1' 7'-2' 9'-3' 10'-7' 11--2- 30 1 6'-1' 1 8'-8' 1 10'-4' 1 11'-1' 1 6'-7' 8'-6' 9'-9' 10'=3' USE A MINIMUM OF (1) SKYLIGHT PANEL PER (4) — 6' ROOF PANELS AND (1) SKYLIGHT PANEL PER (2) — 12' ROOF PANELS FOR SKYLIGHT TO PANEL C❑NNECTI❑NS, USE THE SAME NUMBER OF SCREWS AS PANEL TO HEADER. SEE TABLE 'A' DETAIL PLASTIC USED IN SKYLIGHT FABRICATION G.E. LEXAN POLYCARBINATE PER RES. REPORT #3286 —% /- t = .062• FOR 12' PANE11 0.85• I I I 0 .60 - I FOR - FAMEL 0, 5' �� r.375' .42' .375' --I �FT R = 4.50' T -low - I �� .30' f---- .30' 5.50' ria>;E: SEE SCHEDULE ABOVE FOR ALLOWABLE SPANS FOR PANELS ADJACENT TO SKYLIGHT PANELS do NUMBER OF ROOF PANELS NEEDED FOR 1 SKYLI GHT PANEL. OSKYLI � NO 2 9l ENGI GHT PANEL DATE REVISION DATE 1-1 REVISION ��� i Amerlm8z -Engfneering SerDRAVANG vices 1140 All Pro Drives 0 Elkhart. IN 46514 KG ICBG ES EVALUATION REPORT N0. •ER -262113 NONE tOVAR1IE� COMPONENT PARTS SHEET & CONNECTION DETAILS P 2/8/2000 97CD05 5 OF 9 ® ALASKAN EXTRUDED HEADER SPLICE (6061—T6 ALUM. ALL 2 5/16' BOLTS- 0.09- TYP.1 BOLTS TO SLAB OR FOOTER (ONE EACH SIDE) 3' x 3' ALUMINUM POST .750' 1.0' .750" ®ALTERNATE 3' SO. COLUMN CONNECTOR BRACKET (6063—T6 ALUM. ALLOY) 1(2' ROD OLNiE1ER, 4 HE1DI OlA METER Am 1. AIL PARTS'W BE HOT -0111' GUMN® OR EI.ECTOPU0ID 2810 MAY BE USFn N LEU OF ATUCHIN0 TO CONCWE %A& 2. FWSWION OF MWING ACIOR4 AM SAFETY STN= IS EEAPO TIE SCOPE OS THIS REIKW FAEiEGTM DETALS AND GUNIY CONTROL PROW*M MUST BE SI BW= TO MUNI G OFFKVL FOR APPROWL 3. NINNO ANOIQIS MAY E USED N T}E FOU006 TYPES OF SOL: SM4 cava. CuY. Sww cavEl. SL.TY Own. UN sour CLAYEY SMO. MAEY OWE L. SNOY MAY SIM Cuff MO CLAWY SLLT. ® AWNING ANCHOR r, 3 1%1, STEEL EACH SIDE OF F'OST�- 3/4' MN. Im 1' MIN. 34'MN. FOR SIZE INTO FwnNG SEE SCHEDULE 'F' e RK,M STEEL POST •5/16' BELTS REQUIRED 'Ii WIDTH FASTENER SIZE MINIMUM 1N' WIDTH 1/4.3 584 38- 41 2- 1 2 S. 5/8' 7 1 2 28- 1330/ 2 1 ■ 2 1/2' x 1/4' 2 1/2R: 2 1/2' x 3/111' x V ,--fl4 10 200 A PL 9' ■ 111' • 1/4 ALL PMRIS TO E HUT-OPPm CAL1MPtlZm 1 OR ELECTAOPIAT1:D ZINC. MYCE� IN SLA& OF ATTACH= SEE NGTE /2 MTAL. 'ILR' �-- 16" ®SAFETY STAKE (ALTERNATE TO CONCRETE SLAB ATTACHMENT) STEEL COUALN 1AS� 1 • (SEE NOTE 9M.00) 12' MRL OTMENT /2'• STEEL D D 12' LOIN ON COLUMN CONCRETE FOOTING ]NOTE: USE 1 - 12' • STEEL BAR FOR FOOTINGS LIP TO 311' CUBE USE 2 - 1/2'• BARS FOR FOQTNGS LLP TO 411' CUBE AND 3 - 1/2' • BARS FOR FOaTNCS UP TO 52' CUBE ©ALTERNATE FREESTANDING STRUCTURE COLUMN FOOTING CONNECTION_DETAIL- _ 1 ® ATTACHED STRUCTURE COLUMN TO FOOTING CONNECTION DETAIL 'd" = 18" TO 32" HILTI FASTENER ALTERNATE b �3 1/2' CamSue I II' E N0. 2A7 . . .....a. Q 4: FF ANG MOM ... . •.. 'r s: MUST 00 TM MAR ® COLUMN CONNECTION DETAIL FOR SLAB & FOOTING ATTACHMENT 5 ENGINEERS STAMP SCHEDULE "F' — COLUMN TO FOOTING CONNECTIONS FOR 18' TO 42' FOOTING SEES FOOTING SIZE *HILTI FASTENER CONNECTION TO -d' (INCHES) (OR EQUAL) SUE COLUMN TUBE TENSION FOR ANCHOR BOLTS -d- = IW 2-1/4"o x 2' d 1-5 18'/ BOLT 430/ 20' 2a It 2 1/2d 584 22- 2-5 1rO SOUS 24- 12-3/8`0 BOLTS 7901 26' 2-1 x 3 1/Td 3-5'180 BOLTS 13 28- 1330/ W. 167 32- 2-5/8'0 x 4'd 34- N/A 36- N/A 38-x N/A 40- N/A 42' 3-3/8-0 BOLTS N/A •'d- SIZE IN ANCHOR BOLT OR HILTI FASTENER SIZES INDICATES DEPTH OF EMBEDMENT. EXAMPLE: 2 1 2-d INDICATES 2 1/2- EMBEDMENT OF ANCHOR 'OR O PROVIDE0HILTIALLOWABIE TENSION EQUAL TO "REO DNATE MUST E ICBO ES. TENSION FOR ANCHOR BOLT' VALUES SHOWN. HILTI INDICATES HILTI KB -II ANCHOR BOLTS PER ICSO E.S. EV +4627. ® FOOTING SCHEDULE DATE REVISION I DATE REVISION Engineering Services 1140 All Pro Drlvo Elkhart. IN 46514 m fir KG ICBO ES EVALUATION REPORT NO. ER -2621P 2EC- DRAWING NONE OR PARTCOMPONENT PARTS do CONNECTION DETAILS NAME 2/8/2000 97CDO6 6 OF 9 md .OR .3 J/2'at10 x12 GA. V ® C—BEAM TO COLUMN CONNECTION 5/18' BOLTS SEE TABLE 8.4 COLUMN E4 FOR QUANTITY (161I144) ft35 1N' 1 MF 4.50 5 1/2' x 10' ALUM W= BEAM OR 5 Ir x 7' ALUM W= BEAM OR 4 1 2' x 8' ALUM W= BEAM 1/ COLUMN 1.0' 5s ' BOL .O'TYP J CUT BOTTOM FLANGE OF l- -BEAM AS SHOWN AT COLUMN ® ALTERNATE — 4 1 /2� X 6' X 5 1 /2"X7 ALUM. W BEAM CONNECTION --DETAIL " TOP PLATE A' 0.5'�1-0 "L" —_4 l!lZIE TOP PLATE 1' a COLUMN SIZE + 1' COLUMN SIZE + 1/2' WITH A MINIMUM OF 4.5' ® TOP PLATES 'A' do 'B' AND SCHEDULE 'B' FOR TOP PLATE CONNECTIONS WITH 'I" BEAMS (Y, Z, AA) ON STEEL POSTS 3' x 3' HEADER "14 3.0'- -2.0' —j 1.0' � 5�� MNOqE 6.0' 1.0' ®COLUMN TO HEADER CONNECTION FOR 3" X 3" STEEL HEADER 'AS' 5.5' 2 5/16' BOLTS V/ 1.0' DIA. 1.575' x 3/32' THK. STL. WASHER \A .750' .100,-.7 3 2.5' 1. ' .750' I .056 —moi 2 5/16' BOLTS 3' x 3' COLUMN ALL 'I' BEAMS >L 'C' BEAMS USE TABLE 8.3 COLUMN 'J' FOR QUANTITY OF HORIZONTAL BOLT USE TABLE 8.4 COLUMN 'N' FOR VERTICAL BOLTS. ®ALTERNATE 3' SO. COLUMN CONNECTOR BRACKET (6063—T6 ALUM. ALLOY) 2 5/18' BOLTS SEE TABLE 8.3 COLUMN "K' FOR QUANTITY 03' r .ER STAMP ALUMINUM '1' BEAM OR STEEL 'C' BEAM `-2 5/18' BOLTS W/ 1' DIA. x 3/32' THK. STL WASHER SEE QUANTITY COLUMN 'Q' t=0.125" FOR ' STEEL COLUMN 'Y = 0.048' TO HEADER CONN. BRACKET (6063—T6 ALUM.) ntl VATE I REVISION. I DATE llmnmoul Engineering Services MFA=�gm 1140 All Pro Drive Elkhart, IN 48514 ?An Or CMP ICBG ES EVALUATION REPORT NO. ER -2621P WE-- OFIAWING NONE NOR PART COMPONENT PARTS do CONNECTION DETAILS 2/8/2000 M 97CDO7 7 OF 9 5.5' 7'X 5 1/2' 'I' BEAM t -0.1j2" 16-5/8' BOLTS. =0.09,8 EACH SIDE OF SPLICE 7.0'•5.0" 01' 2—T C SPLICES t=.062' TYP. ONE EACH SIDE OF 7' 'I' BEAM `TIGHT FIT I Iiia=L��_L7�J� 0.1,_j 0.12' 7' X 5 1/2" I—BEAM SPLICE (6061—T6 ALUM. ALLOY) ® SPLICE DETAILS AWNING ANCHORS 2 ANCHOR 3 ANCHOR 4 ANCHOR 2. J_ OR 4 ANCHOR DETAIL 15' AWNING ANCHOR CLEAR CENTER IN FOOTING Tl'P. SINGLE ANCHOR DETAIL BI ANCHOR DETAILS FOR ATTACHED STRUCTURES z.Wo- 7' C SPLICES (6061—T6 ALUM. ALLOY) e r .n- n... — ­. ® X 5 1/2- ALUM. I—BEAM SPLICE BOLT LAYOUT 3°X 8° ALUM. HEADE 2°X 6 1/2°X .024° ALUM. SIDEPLATES-, 3" x 8" HEADER BG CONNECTION FOOTING 'd' (IN) ALTERNATE FOOTING SIZE NO. OF ANCHORS 18 120X 12 X 15 1 20 15'X 15'X 15" 1 22 18'X 18'X 15' 1 24 20"X 20'X 15" 1 26 20'X 20'X 15' 1 28 24'X 24'X 15' 2 30 24"X 24'X 15' 2 32 24"X 240X 15' 3 34 24"X 24'X 15' 4 36 240X 24'X 15' 4 3- #14 SMS' EACH SIDE 3- #14 SMS EACH SIDE /4' - 2X 6 1/2" ALUM. HEADERS 5 1V2- I + j/2. 1/2 2° 3- #14 SMS ,��� 3- #14 SMS EACH EACH SIDE COLUMN SIDE OF COLUMN 2`X 6 1 /2' ALUM. 3'X 3' ALUM--7---je SIDEPLATES COLUMN WITH SIDEPLATE S END VIEW S DOUBLE 2" X 6 1/2" HEADER CONNECTION �oe��FTu io q AR 0 N k,Q F �� �. oL WITH SIDEPLATES W 01 NO. �3-31-oZ GINEERS STAMP REVISION I DATE' I REVISION Engineering Services 1140 All Pro Drive Elkhart, IN 48514 m or CMP ICBO ES EVALUATION REPORT NO. ER -2621P mz- DRAWING NONE OOARl1PART COMPONENT PARTS do CONNECTION DETAILS NE UL TMTEM 2/8/2000 M 97CDOS 8 OF 9 ■ 1-1 . _ ..... 0.06' EXTRUDED HEADER SPLICE WITH TIGHT FIT INSIDE HEADER 4- 1/4' BOLTS 4-.#14 S.N.S.- 1/2' 7`z—f[=, 7"1 , - 4 SPLICE6 DETAIL ® 5 1/2' EXTRUDED HEADER SPLICE (6061—T6 ALUM. ALLOY) /10 x 1.5' SMS SEE TABLE 8.5 FOR SPACING ® 3 1/2" 'G' RAIL (6063—T6 ALUM. ALLOY) SEE N AT RIGHT TERNATE 2— 2'X 6 1 /2" ADERS IN PLACE OF X 8' HEADER WITH )ST do SIDEPLATES K. 3' POST ® ALTERNATE 2-2" X 6 1/2' HEADERS 3 #14 SMS EACH SIDE � >C 'r 3' X 8' BOX L BEAM HEADER �1 UMINUM 'H' 3' L 6' BRACKET �( 3'X 3' ALUMINUM L COLUMN 3' . 0>60�. 3 #14 SMS EACH SIDE � ® ALUMINUM 'H' BRACKET FOR CONNECTING COLUMN TO HEADER (6063—T6 ALUM. ALLOY) 3 #14 SMS EACH SIDE OR 2 5/16" BOLTS co UMN SI EPLAI ALUM. FOOTING X BRACKET38' x 3 1/2" tc, 9 USE ONLY ON SLAB ~ OTE OR d=26' FOOTER ' �' •: : •' OR SMALLER ,C.D Np ' d 2'X 6 1/2'X 12' FW& ALUM. RAFTER 0 16' OR 24' ROUFORMED O.C. HEADER 2'X 6 1/2- AIA. FASCIA .� 6 ® ALTERNATE— DECORATNE FASCIA TRIM -RAI - SEE DETAILL 'AF' -.750' 0.062' TYP. ® 3 1/2- "J' HANGER (6063—T6 ALUM. ALLOY) c NON-STRUCTURAL 2.108' COMPONENT 5.721' ® 5 1/2- EXTRUDED SIDE FASCIA (6063—T6 ALUM. ALLOY) O REVISION DATE REVISION iQ SLAB OR FOOTING ®ALUMINUM FOOTING BRACKET FOR CONNECTING �lgTE OF COLUMN TO CONC. SLAB OR FOOTING (6063—T6 ALUM. ALLOY) ENGI S STAMP Engineering Services 1140 All Pro Drlve Elkhart, IN 46514 WN E11' KG ICBG ES EVALUATION REPORT NO. ER -2621P VW— DRAWING NONE NAME COMPONENT PARTS & CONNECTION DETAILS 2/8/2000,FM97CD09 9 OF 9 1 30 L1 HEADER (3006-11391 ALUM. ALLOY) r7' 2 1/8' 1n aR r Ott 1 1tt OR 4' O LATTICE t=0.024' (3105-H25 ALUM. ALLOY) OR Co 0.0320 . co O O OR .0265' O RAFTER do SIDEPLATES (3006-11391 ALUM. ALLOY) L4 COLUMN (3006-H391 ALUM. ALLOY) IN 1 4-#8 I 1 7 8 � EACH RAFTER,jam .r MGER SEE TABLE 3�� AT RIGHT. 2 1 4' 1 \ BRACKET USED W\2' X 6 1/2' RAFTERS BRACKET USED W/3' X 8' RAFim L7 RAFTER TO HEADER CONNECTION BRACKETS (6063-T5 ALUM. ALLOY, 't'=.060') 1/4' x 4' LAG SCREW SEE TABLE 8.5 COLUMN ANC4 FOR QUANTITY - ALL 10 PSF USE 1 LAG PER STUD 16. 0/C EIQSTIN6 2 X DEPTH ALUM. RAFTER 10 1.SCR '/1 / SHOWN U26R PER I.CILO. E2AL7i# Eye J U EV. 1258 O ALTERNATE RAFTER TO WALL CONN. .048 MIN.---w4LwZ_ 4' J5�k�-' ASTM A-653 Fy=40 KSI n STEEL CONNECTOR FOR WOOD COLUMN CONNECTION #8 X 2 ' SMS FOR 1 1/2' IATICE- 8 x 2 1/2' FOR 2' LCE 8 "-ALUM. RAFTER L9 LATTICE JO RAFTER CONN. L= 1.92' FOR 2' X 6 1/2' RAFTERS L= 2.y' FOR 3. ' X 8' WIFIQE .04 I .. 1' 2-#8 SYS EACH SIDE• N m rO d' Fo� ti 2- 10 XI 3/4' WOOD INTO TD METAL OR 2-110 SYS (6063-T5 ALUM. ALLOY. Y= 0.040' L6 RAFTER HANGER HEADER HEADER DETAIL MAXIMUM MAX FASTENTING GAGE WIND LOAD TRIB 1 12—#8 .042 3' x 8' L1 90 MPH 6' SMS EACH BRKT. 3' x 8' PATI❑ 10' 3—#8 SMS EACH BRKT. .036 3' x 8' L1 90 MPH 5' 2—#8 SMS EACH BRKT. 13' x 8' PATI❑ 10' 4—#8 SMS EACH BRKT. .032 DBL 2 x 6 L11 90 MPH PATIO 10' 3—#8 SMS EACH BRKT. 12—#14 .094 8' STEEL C L23 90 MPH 22' SMS EACH BRKT. 90 EXP C 10' 2—#14 SMS EACH BRKT. oc N . 2 70 fct 3 Jl IVIL F CAU��� ENGINEERS STAMP DATE I REVISION I DATE - REVISION -1 �ZtYISg Engineering Services 1140 All Pro Drive Elkhart. IN —.46514 KG ICBO ES EVALUATION REPORT NO. ER -2621P •-- ORAVANG NONE �EA� COMPONENT PARTS A CONNECTION DETAILS FOR PATIO A COMMERCIAL LATTICE STRUCTURES 2/8/2000 NMM97LT01 1 OF 4 /2� PLASTIC SMS INTO BOX SECTION NOTE: USE PLASTIC PLUG TO FILL 1//2' DIA. ACCESS HOLES USED WHEN ATTACHING S.M.S. INTO ANOTHER BOX SECTION IN WHICH THE SMS LENGTH WOULD EXCEED 2 1/2'. L10 PLASTIC PLUG DETAIL 3.0" 37" (4) I 3'' 3.08 �) I 688"(4) 4 .� 10" R X .7 0"(4) 10' HIGH . I.D.MAX U1.68E�' (4) .43714) I.125" RAD. .020" DP. (36) x 70' .062" RAD. (20) (12) .187" RAD.(16I @3'1 FLUTED—COLUMN (3" ALUM. 6063—T6) "t" = 0.062" UNLESS OTHERWISE NOTED ■ w ■ ■ SEE SCz DULOER FOR SIZE � ALTERNATE 2— 2"X 6 1/2" HEADERS IN PLACE OF 3"X 8" HEADER WITH POST do SIDEPLATES 3"X 3" POST 3 ALTERNATE 2-2" X 6 1/2' HEADERS 3.00 0.721.56 10.72 0.93 .-- 0.72 0.93 1.56 3.00 0.28 0.3;jl� 0.72 �0.17 T (IN)= 0.024, 0.030, 0.040 (ALUM) = 0.048 (STEEL) COLUMNS MAY BE TRIMMED W/R E X— ALiIN. FACING. L30 3" ALTERNATE COLUMN (3003—H16 ALUM. ALLOY OR A-446 Fy=40 KSI STEEL) SPUCE MUST BE D ON COLUMN 2- 14 SMS D VO EACI SIDE 3' X 8" HEADER 0 r 2- 2' X 6 1/2' SIDEPLATES i ONE EACH SIDE OF COLUMN I COLUMN L16 HEADER SPLICE DETAIL 3.00", 4.00" 5.00" OR 6.00" 3.00", 4.00" 5.00" OR 6.00" ESS/ o NO. ^� OZ, T OF P_ L32 3", 4", 5" OR 6" STEEL COLUMN Fy=36 KSI DATE I REVISION I DATE l REVLSION Engineering Services suni padbumm 1140 All Pro Drive Elkhart. IN 46514 KG ICBG ES EVALUATION REPORT NO. ER -2621P NONE COMPONENT PMTS & CONNECTION DETAILS NAME FOR PATIO & COMMERCIAL LATTICE STRUCTURES kTE- SHEET 2/8/2000M 97LT03 2 OF 4 .100' 2.15' .056 —�•i .048 x 3' x 3' STEEL POST 3"X 8" BOX BEAM WRAP 5/16' BOLTS W/ 1' DIA. x 3/32' THK. STL. WASHER 5.5' TO 8' STEEL 'C' BEAM SEE TABLE 8.4 COLUMN E4 2,35' -m-I FOR QUANTITY .750' 1.0' .750' - 5/16' BOLTS SEE TABLE 8.3 COLUMN 'M' FOR QUANTITY ®ALTERNATE 3' SO. COLUMN CONNECTOR BRACKET (6063—T6 ALUM. ALLOY) "X 8"X 12 GA. BEAM L23 3" X 12" X 12 GA. STL. 'C' BEAM WRAP W/ 3" X 8" ALUM. BOX BEAM DETAIL 3" X 8" — 1 FOR ATTACHED STRUCTURES COLUMN TO WRAPPED 3" X 8" X 12 GA. 'C' BEAM HEADER CONNECTIONS --= DATE REVISION DATE REVISION SJ •'' LLJ NO. Engineering Services 1140 All Pro Drtye 45o, f,!�'11'° Elkhart, IN 46514 9j 'or ~ ' / ICBG ES EVALUATION REPORT NO. ER -2621 P (,t' �1� NONE Om RT COMPONENT PARTS A CONNECTION DETAILS FOR PATIO & COMMERCIAL LATTICE STRUCTURES E EERS STAMP 2�8�2 97LT033 OF 4 .038' OR .042' x 3' x 8' HEADER L25 70 & 90 MPH WIND SPEED 1 2 #14 SNS EACH SIDE 3' X 8" BOX .� BEAM HEADER —ALUM. 'H" o ? BRACKET o 30X 3" ALUM. 2 #14 SMS EACH SIDE COLUMN 3'X 3' POST COLUMN W/ 'H' BRACKET (_ 24 ALUMINUM 'H' BRACKET FOR CONNECTING COLUMN TO HEADER (6063-T6 ALUM. ALLOY) 3 #14 SMS EACH SIDE OR 2 5/16' BOLTS 2 3/8' HILTI KWIC BOLT II W/ 2.5' EMBEDMENT 4_� Jb 30X 3" I ' 2wX 6 1/2n �9 POST I SIDEPLATES I ALUM. FOOTING BRACKET •.� .• � tii ° ° • i SLAB OR FOOTING L27 ALUMINUM FOOTING BRACKET FOR CONNECTING POST TO CONC. SLAB OR FOOTING (6063-T6 ALUM. ALLOY) HEADER SPLICE MUST BE ON COLUMN 2- 114 SYS a o EACH SIDE 3' X 8' HEADER o 0 2- 2' X 6 112' SIDEPUITES x S- ONE EACH SIDE OF COLUMN COLUMN L16 HEADER SPLICE DETAIL ENGI L26 3'X 8' HEADER �— 3 #14 SMS EACH SIDE 00 0 0 3 #14 SMS EACH SIDE 2'X s 112- 91DEPUT7EES 3'X 3' POST COLUMN W/ SIDEPLATES 12' (USE ONLY FDR ATTAC *D LATTICE PAW SiRUCi mo ® SAFETY STAKE IN CONCRETE FOOTING DATE I REVISION I DATE I REVISION I �1; r 50l'imSgEngineering Services 1140 All Pro Drive Elkhart, IN 46514 orKG ICBG ES EVALUATION REPORT NO. ER -2621 P OR PART COMPONENT PARTS A CONNECTION DETAILS 7j -3j -02 NONE E FOR PATIO & COMMERCIAL LATTICE STRUCTURES 5 STAMP 2/8/2000 w 97LT04 4 OF 4 ;��� x"Y�" 51y 3 � • R y 'i1 •� t�V'1,larL ,f Yjt�•��1 R'�yL ♦. ' s,t I r9 X �e�` �rh � � l•4 , • t r try n 4.Rq f; . e it r Y•'r �ty� -•• F�iF • ' 6 t- r• 1" n •,�y,�.�''trf `z_ P lv CC��'S��•S+j�ty •`� VC1, • N/ �\ I tv Q m 1 �00, �jqz 1%_0CD v il R . • r .i t • son I cm E, TX N O Co03 T Q , 70 K O Nm 0�j �r FLOOR PLAN .�� • PLAN OU14DAT10N _ • 4" SLAB • 12 X 12 FOOTIHG . •6X6X10R2RUNSESH .112" REBA Of zz �t�� C'v 2n) BRACED WALL PANEL 0. DURA -TEMP SIDING dee �1 3 Pages l 4"X12" HEADER .0 7! .•%7..'+."• 2. r( 1 s �w i r rI.. .1. .: ,. .; 4. - _ F.. .. � J♦_ ... ,:,.,li+ w,-. F i •♦F. . a �":'1.?, y rT - 'v-. - a.•:.-". �%� �.i�4. ,. a .., w • ... - ..• i F+ .. 9,. �.... Ali -n. - ... a -.Ts'' ,, ... . i l•n,-., L. a .,{.�.�.� y �'"� ♦ 5+. ..� 1• d� - vim. ,•4; - `�t',- 1 �. �.. �_ .. _.._. F "•... �`_,.?3...._..T..�..�,.�:1_,__..._.,.-,...n..�-,-__.-.'F,.....*-...1'�,....�... ....,.<. ,. ...... ..::.f-*�...��e..t�F"Y.....,c�w_.�...�*;.'ti..,,?�... v�r.h,-.'.7.�, _ _ .n...s.�... ..fig, r`... __ '?�'.�:'!'._'.�.�s+'�tc.. _. _ .F_:.�.,--�:_r�._ �.;;,tK_..,�_ X 12" HEADER 'E HEADER 4" X 12" HEADER �L ,,�'' l0 r / v 0 1/2 x 10' FDT BOLTS W O.C. a� G AND NO MORE THAN 9' FROM PLATE ENDS OR USE SIMPSON MAS FDT. ANCHORS C'v 2n) BRACED WALL PANEL 0. DURA -TEMP SIDING dee �1 3 Pages l 4"X12" HEADER .0 7! .•%7..'+."• 2. r( 1 s �w i r rI.. .1. .: ,. .; 4. - _ F.. .. � J♦_ ... ,:,.,li+ w,-. F i •♦F. . a �":'1.?, y rT - 'v-. - a.•:.-". �%� �.i�4. ,. a .., w • ... - ..• i F+ .. 9,. �.... Ali -n. - ... a -.Ts'' ,, ... . i l•n,-., L. a .,{.�.�.� y �'"� ♦ 5+. ..� 1• d� - vim. ,•4; - `�t',- 1 �. �.. �_ .. _.._. F "•... �`_,.?3...._..T..�..�,.�:1_,__..._.,.-,...n..�-,-__.-.'F,.....*-...1'�,....�... ....,.<. ,. ...... ..::.f-*�...��e..t�F"Y.....,c�w_.�...�*;.'ti..,,?�... v�r.h,-.'.7.�, _ _ .n...s.�... ..fig, r`... __ '?�'.�:'!'._'.�.�s+'�tc.. _. _ .F_:.�.,--�:_r�._ �.;;,tK_..,�_ ;V" - « • ._ ..� •tel' ';"�i+Y bra �� �� � 6 :. :•. a•� ,S.A � �„"(�./ �� v ��j ir` v`'r 'lam � �y" �f�� •-�+''f. f-�:� . .a► � \ - r � � �. ! � r Ab 16 ♦ `rtejot 1 { . •-•b.��Sy FP oYq '\/ryl n, r k. "j y ;V" - « 7�g OSP SH r NG . ss• ��2 AocEpAUtTAGGRED XLENDTS2PYR CLASS ROOT ING epo10n�E �8 low 05707700 Customer : MITCHELLSBLDGSUPPLY WeO Mar 21 09:55:26 2001 Project 0: MITCHELL Truss ID 24GE Family # 104 Span 24-0 Quantity 2 Top Pitch..: 4/12 = TROJAt ACES -32 Ver.2.0. 5101.����• 2 0 6-7-8 12-0 17-4-9 24-0 .2-0' H-- T- 6_7_8 5-4-8 5-4-9 6-7-7 X 4X4 3 (5 5 NOTES: (i) -Gable studs spaced if 16 inches O.C. (2I -grace vertical scudn in accordance with standard gable end detail (4j-PContinuous lX4b places ntoeachdend ooff gable estud bottunless om rotherwise noted TRUSS CHECKED FOR 80 M.P.H WINO. ENCL.BLDG.,WALL HGT. 10 FT,BLDG. CAT. I,EXP. CAT. C. 18(10+8) PSF OL. 100.00 MI FROM OCEANLINE(ASCE7-9 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTTINUOUSLY BRACED @ I O.O"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR .ADDITIONAL PERV(ANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES CO\LMENTARY AND RECOMMENDATION. MAR 2 3 2001 A VVAR:VING -beri jl ,irsi : ` •rl:;) READNOTES ONTHIS AA'D REVERSE SIDE BEFORE USE Design valid for use only with MiTek colw\VlOrs. "'Is ces,gn is based only upon parameters shown, and is for an individual r ��� �9 •.� building component to be installed and 1,Ajeo \K-cically. Applicability of design parameters and proper incorporation of 61 'Y- 9-15r „ f� component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual - - web members only. Additional temporary :,acing :o insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall s[rLK jre is the responsibility of the building designer. For general guidance regarding fabrication, quality control.s;clige. 1.tvery. erettion, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive. Madison. lYl 53719 MiTek Industries, Inc. 05707599 Customer : MITCHELLSBLDGSUPPLY Weo Mar 21 09:56:21 2001 Project #: MITCHELL Truss IO 24COM Family M 104 Span 24-0 Quantity i Top Pitch...: 4/12 ACES -32 Ver.2.0. 810 (3/30/1999) PLATE OFFSETS (X -LEFTY -TOP): ()7.3.21. 3; ,2-0 6-7-8 ( 12-0 1 17-4-9 1 24-0 2-0 1 6-7-8 5-4-8 5-4-9 6-7-7 4X4 3 DX0 3X4 8-0 16-0 24-0 r 8-0 8-0 3-0 (5 5 I HU.JIQN L. HL TO PK:12-7-13 R. HL TO PK :12-7-13 LEFT HEIGHT:0-3-14 24-0� �, RISE: 4-3-14 RIGHT HEIGHT: 0-3-14 3-0 16-0 24-0 TOP CHORD: 2X4 No.i&Btr GR OF -L TOP 16 10 BOTT 5-6-0.587 3-0 3-0 8-0 STR.INC.: LUMB - 1.2b5 PLATE - 1.25 L. HL TO PK: 12-7-13 0-3-14 f`SPAN. 24-0 RISE: 4 -3-14 R. HL TO PK :12-7-13 RIGHT HEIGHT: 0-3-14 LEFT HEIGHT: REACTIONS, SIZE: 1--942.3.50 5--942.3.50 MINIMUM GRADE OF LUMBER PLATES:M20-220,190 LOADING BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR TOP CHORO:2X4 NO.1&Btr GR OF -L L(PSFO MAX'STRESSES 10 BOTTOM CHORD: 5-6- 1669. 6-7- 1155. 7-1- 1669. 2-7--282. 3-7- 518. 3-6- 518, 4-6--282, SOT CHORO:2X4 No.i&Btr GR OF -L TOP 16 LL.OEFL.@0-0.00 < L/240 WEBS :2X4 STANDARD GR DF -L BOTT 0 B 125 PLATE - 1.25 SPACING ' 24.0 in. o. cUBC 97-ICBO,ANSI/TPI9!5 STR.INC.: LOMB- REPETITIVE OSS .O.LU NO. OF MEMBERS - 1 T.L�0.00SED DEFLSLR NOTES: (i) -Gable studs spaced if 16 inches O.C. (2I -grace vertical scudn in accordance with standard gable end detail (4j-PContinuous lX4b places ntoeachdend ooff gable estud bottunless om rotherwise noted TRUSS CHECKED FOR 80 M.P.H WINO. ENCL.BLDG.,WALL HGT. 10 FT,BLDG. CAT. I,EXP. CAT. C. 18(10+8) PSF OL. 100.00 MI FROM OCEANLINE(ASCE7-9 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTTINUOUSLY BRACED @ I O.O"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR .ADDITIONAL PERV(ANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES CO\LMENTARY AND RECOMMENDATION. MAR 2 3 2001 A VVAR:VING -beri jl ,irsi : ` •rl:;) READNOTES ONTHIS AA'D REVERSE SIDE BEFORE USE Design valid for use only with MiTek colw\VlOrs. "'Is ces,gn is based only upon parameters shown, and is for an individual r ��� �9 •.� building component to be installed and 1,Ajeo \K-cically. Applicability of design parameters and proper incorporation of 61 'Y- 9-15r „ f� component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual - - web members only. Additional temporary :,acing :o insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall s[rLK jre is the responsibility of the building designer. For general guidance regarding fabrication, quality control.s;clige. 1.tvery. erettion, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive. Madison. lYl 53719 MiTek Industries, Inc. 05707599 Customer : MITCHELLSBLDGSUPPLY Weo Mar 21 09:56:21 2001 Project #: MITCHELL Truss IO 24COM Family M 104 Span 24-0 Quantity i Top Pitch...: 4/12 ACES -32 Ver.2.0. 810 (3/30/1999) PLATE OFFSETS (X -LEFTY -TOP): ()7.3.21. 3; ,2-0 6-7-8 ( 12-0 1 17-4-9 1 24-0 2-0 1 6-7-8 5-4-8 5-4-9 6-7-7 4X4 3 DX0 3X4 8-0 16-0 24-0 r 8-0 8-0 3-0 (5 5 I HU.JIQN L. HL TO PK:12-7-13 R. HL TO PK :12-7-13 LEFT HEIGHT:0-3-14 24-0� �, RISE: 4-3-14 RIGHT HEIGHT: 0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 1-2-0.272 TOP CHORD: 2X4 No.i&Btr GR OF -L TOP 16 10 BOTT 5-6-0.587 BOT CHORD: 2X4 No.i&Btr GR OF -L BOTT 0 B LL.OEFL.@7-0.07 < L/240 WEBS :2X4 STANDARD GR OF -L_ STR.INC.: LUMB - 1.2b5 PLATE - 1.25 SPACING ' 24.0 in. o. CUBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION(IN.) L.L- 0.07,0.L-0.08,T.L-0.15 REACTIONS, SIZE: 1--942.3.50 5--942.3.50 TOP CHORD BRACING @ 24- O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD UPLIFTS (LBS) : 1-102.5-102 HORIZ. (L85): 1-6 CONTINUOUSLY BRACED 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL (� BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR FORCES' - LOAD CASE 01 ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS TOP CHORD: 1-2--1765, 2-3--1603, 3-4--1603, 4-5--1765. REQ•D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES BOTTOM CHORD: 5-6- 1669. 6-7- 1155. 7-1- 1669. 2-7--282. 3-7- 518. 3-6- 518, 4-6--282, COMMENTARY AND RECOMMENDATION. TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLDG.. WALL HGT. 10 FT, BLDG. CAT• I. EXP. CAT. C, 18 (10+8) PSF DL, 100.00 MI FROM OCEANLINE (ASCE ?-G TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 BUTTE C OUN i �-RTME' a P.I0Vr j. A IVARN/ A'G - 1'e;-iJi• riesign prtrrmuvers and READ NOTES ON THIS AND REVERSE SIDE_ BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. as Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, OSB - 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrlo Drive, Madison, WI 53719 ' MiTek Industries, Inc. MAR 2 3 2001 U;2o� �S�r�, ;u 7/16 OSB SHEETING w STAGGERED 15# 36" FELT 20 YR CLASS A ROOFING RIGHT ELEVATION SQPIG PANE 1 x 3 RESAWN TRIM 3 7/16 OSB SHEETING STAGGERED 15# 36m FELT 20 YR C! ASS A ROOFING. FRONT NATION ELE SIJ NG PANEJ- iE A� �52 1 x 3 RESAWN TRIM i 16'X 7' SECTIONAL DOOR TIM cmN C - . ;Ju y �.Ui�L31i�C�i PAST►. 7/16 OSB SHEETING STAGGERED 15# 36" FELT 20 YR CLASS A ROOFING LEFT ELEVATION SII G P NE . 1 x 3 RESAWN TRIM - REAR ELEVATION SLING PANEL �1JGC 1 x 3 RESAWN TRIM 7/16 OSB SHEETING STAGGERED 15# 36" FELT 20 YR CLASS A ROOFING �'(i8 Ivi �4 I I �al�il � ii I�� ceryl A m 151 'tKfdANF! ,3. 3T Rt SS 41 i