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HomeMy WebLinkAbout024-110-042- — - - -- - - _ . - f �C -"' AP 24-11-42 GILBERT Wilson s/s Neilsen Ave. 1 mile 0 4i - Hwy 99, Gridley F%t4^ .7,-1• o y _ ` ��. 59i7SPi.gas cony. t 042 93-203 Y L S•,.:. THERESA 0 P,E, MEILSON, GRIDLEY:���: RJ'SACF / ' 19 f N VIRONM TA i - EN L 024-110-042 ' PERMIT#96-1553 CAMPOS,. A. - ' HEALTH CLEARARANCE 232 Nielsen Ave. ,,-Gridley DATE 7'- - O 3 - I� Cont; Selig, � f� • Vinyl,,Siding/SF 024-110-042 -1906 CAMPOS, TERESA INALE 232 NIELSEN AVE, GRIDLEY- ADD BEDROOM & BATH TO I • IPir►I�fl 024-110-042 03 q2j CAMPOS, TERESA 232 NIELSON AVE, GRIDLE i UPGRADE ELECTRIC PANEL y IIV-vYz .04-2053 CAMPOS, TERESA 732 NIELSON AVE, GRIDLE ' Cont: CALIFORNIA PATIP! ADD PATIO VER/SF�� �v\ a r r = _ C'4 -� NOTES I RESIDENTIAL PERMIT NO.024-110-042'= _.- 04-2053 r l CAIVIPOS, TERESA '1/ � NIELSON AVE, GRIDLEY �� Cont: CALIFORNIA PATIO ADD PATIO COVER/SF r 1 r � r ZS r t - 11 SPECIAL CONDITIONS 11 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY :•::USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER I S - 4 -JOB FINALED (Date) Signature J = OK 0 = Not OK a = NotReadyable DECK OVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECK OVERS, CARPORTS, GARAGES (Plans) OK except #'s 1'--Zopjpg 3. 4. Requirements -Setbacks -Easements botings; Soils -Size -Depth -Spacing -Connectors -Steel Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 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 POOLS (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 Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 W 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.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 52. 6a. Hold Downs and Special Anchors 53. 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel 55. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 56. 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 57. 11. Water Pipe; Test -Anchors -Regulator -Service Test 58. 12. Electric Underground 59. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 60. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation 63. Infiltration -Walls -Windows Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 64. 17. Water Htr.; Vent -Access -Combustion Air Baffle 65. 18. Water Pipe; Test & Anchor -Nail Protection 66. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 67. 20. Shower Pan; Test, First Floor -Tub Access 68. 21. Test Tub & Shower, Second Floor -Tub Access 69. 22. Gas Pipe; Sixe & Anchors 70. 23. Fire Sprinkler; Test 71. Fireplace or Stove, Clearance -Hearth Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes U No 32. Service -Riser Conductors & Ground Main Disconnect _ 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 87. Card B-1 Date Card B-1 Date 88. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 36. A.C. Ducts Insulation & Support Glass Protection 37. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 38. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Water & Sewer Connected -C/O to Grade -HD Approval 40. 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 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. 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 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes U No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler 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: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) . OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds PERMIT NO. BP042053 LICENSED CONTRACTORS 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 Issued Date: 09/13/2004 APN• 024-110-042-000 - the Business and Professions Code, and my license is in full force and effect. �� T�'� License Class : icense Number: 1 Site Address: 232 NIELSON AVE GRI 2 Date: ✓ Contractor. Map Index: Description: ADD COV(486) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: CAMPOS FAMILY TRUST permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a CAMPOS ANDRES & TERESA TRUSTEES signed statement that he or she is licensed pursuant to the provisions of 232 NIELSEN ROAD the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or GRIDLEY, CA 95948 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Applicant: CAMPOS FAMILY TRUST Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: CALIFORNIA PATIOS not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed " pursuant to the Contractors' State License Law.). 1633 STARR DR #9 ❑ I am Exempt under. Article 3 of the Business and Professions Code YU BA CITY, CA 95993 530-673-8500 Date: Owner: MRC72@SBCGLOBAL. NET License #: 827596 WORKERS' COMPENSATION DECLARATION I 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 Architect: is issued. Engineer: ❑ I have and will maintain workers' compeAsation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued.. My workers' compensation insuran a corner and polic number are: Carrier. S-5 lJ� Total Square Ft: 486 S. F. Valuation: $7,776.00 Census Code: Policy#: ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any persons any manner become subject to the workers' compensation laws of California. nia,a. U 2 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. C F' 3Oo• 7 " Date: V l r r Applicant: WARNING: Failure to ura workers' , com nsation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY - _ -This-permit-is hereby issued -under the--Iicable provisions of -the Butte'County Cods ? (Vor —'- I hereby affirm that there is a construction lending agency for the o do "rk indi dab r ich fees have been of the work for which this permit is issued (Sec 3097 Civ.) �Resolutii paid.:performance Name: te P RMIT EXPIRES ON: Address: Dat ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official orm or document of Butte County. I hereby s n / authorize repretatives of Butte County to enter upon the above mentioned property for inspection purposes. A f-:�—Z2 Print Name: Signature: Date: O Owner ❑ Contractor 13 Agent for Owner //U_A,gent for Contractor County of Butte Oroville, California GENERAL CLAIM CLAIMANT: California Patios ADDRESS: 1633 Starr Drive #2 CITY & STATE: Yuba City, CA 95993 DATE OF CLAIM- 12/26/04 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELA AMOUNT Refund Claim - See attached calculation sheet APN: 024-110-042 Permit No.: r"04-2053 _ PAID RETAINED I REFUND Development Services $ 95.00 $ - $ 95.00 THERM DRNG $ - $ - $ - SMIP $ - $ - $ _ SHR $ - $ _ $ _ SRA $ - $ - TOTAL $ 95.00 $ - $: 95.00 >>% < 101001 DVLPMNT SVC 440-001 - 4210500 $ 95.00 1011822 THERM DRNG 1800 280 $ 1011430 SMIP 1001 280 $ - 1011811 SHR 1800 280 $ - 101001 SRA 0100 4617240 $ - TOTAL $ 95.00 $ 95.00 1, me unaersigneo, oeciare unaer penairy Or pegury mac me services or articles Claimed have been performed or delivered, and that this claim is true and correct as stated. Dated this day of A- , � at _�U , Calif. �(./,/,i1/�-� 6Iy4i2Z, Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation or Speck Board Approval (Check o� he same. Dated this day of 2 at Oroville Calif— _ Department Head or Authorized Deputy Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT & SUB PROJ SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. GROSS AMT. o�UTrFo Butte County Department of Development Services Building Division O O C --..: - 7 County Center Drive o C�UtN4 Oroville, CA 95965 (530) 538-7541 REFUND REQUEST APPLICATION REFUND POLICY - Butte County Code 3-41(t) 1. Refunds can only be made upon written request by the persor who paid the fees, whose name is on t he receipt issued for the fees paid. Any refund checks will Le made payable to the name on the receipt. 2. The request must be made within two years from the date of fee ,payments on permits not issued, and two years from the date of permit issuance for permits issued -if no- construction work has been done. 3. Filing fees and plan check fees for work plans checked are not refundable. 4. Fees paid to other County Departments are not covered by this claim. INSTRUCTIONS: Submit this application to Development Services for determination of refundable fees. A claim will be generated for any fees to be refunded and sent to the address below for signature (by the person whose name is on the receipt) and return to Development Services for a ment processing. CLAIMANT'S NAME: MAILING ADDRESS: PHONE: :tZD. ASSESSOR'S PARCEL NO.: a. .:.- lL0 .- 0�_ [Please use one claim form per permit.) a a e BLDG PERMIT NO.: Receipt No. 1 Recei t No. 2 Receipt No. 3 RECEIPT NO.: RECEIPT DATE: �-7 RECEIPT AMOUNT::M• ! .. ►/. _.:.;._ .._. REASON FOR REFUND REQUEST: Check those es which you wish to have considered for refund: Building Permit Fees =Sheriff Fees .=SRA Fees (CDF Fire Planning) =Other (specify): Plans for cancelled permits will be disposed of within 10 working days upon submission of a Request for Refund. If you want the plans, you may ic{ them up prior to that time. gn ure Date K:/Forms/Ref d plication 082203 04-2053 024-110-042 LAST NAME A ' • FIRST NAME ' CONTRACTOR ORNIA PATIO CITY/CTY M STREET NO ®STREET NAME 1INIELSON AVE CITY USE TYPE REMARKS ADD D ' ' • • B E P■ E■ M 25 char, max VALUATION FLOOD _ =_ 7/13/2004 9/13/2004 FINALED Plan Chk-1: Chkd By -9: ® et m-..,. Str Chk-9: Plan Chk-2: Chkd By2_ Return:2'7 Str Chk-2: Plan Chk-3: Chkd By -3: Approved: Str Appr: Comments: z$$ char. max 07/13/04 SMIP FEES. OVERPAID FEES NEED TO APPLY FOR REFUND OF $95.00 planning approval required -data sheet items.mc 9/9/04 planning approval rec'd, contr contacted ready to issue AAM. Permit w/Di. A BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7632 (OROVMLLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neAdds PERMIT NO. BP042053 LICENSED CONTRACTORS 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 Issued Date: 09/13/2004 APN: 024-110-042-000 the Business and Professions Code, and my license is in full force and effect.%�qr �� License Class :I\ icense Number: ! V I Site Address: 232 NIELSON AVE GRI Date: U Contractor: Map Index: Description: ADD COV(486) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: CAMPOS FAMILY TRUST to its issuance, also requires the applicant for such permit to file a CAMPOS ANDRES & TERESA TRUSTEES signed statement that he or she is licensed pursuant to the provisions of 232 NIELSEN ROAD the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or GRIDLEY, CA 95948 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Applicant: CAMPOS FAMILY TRUST Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: CALIFORNIA PATIOS not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1633 STARR DR #9 ❑ 1 am Exempt under Article 3 of the Business and Professions Code YUBA CITY, CA 95993 530-673-8500 Date: Owner: MRC72@SBCGLOBAL. NET License #: 827596 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: Cl 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 Architect: is issued. Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insur�c�e carrier and policy number are: �j`l•J/,�`n Cartier "�u`�b^1/_��p Total Square Ft: 486 S. F. nb 5 26d Policy #: 1 Valuation: $7,776.00 Census Code: 13I certify that in the performance of the work for which this permit is issued, 1 shall not employ any persons any manner or become subject to the 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: t V"1 Applicant: r .6 � 1 WARNING: Failure to ure workers' com nsation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the Wlicable provisions of the Butte County Cody a NO I hereby affirm that there is a construction lending agency for the Resoluti c do "rk indi d ab r ich fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: Y ate: PERMIT EXPIRES ON: Address: Dat ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, . handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any officialorm or document of Butte County. I hereby authorize repres ntatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: a Signature: ( N .14A Date: 011 N I ❑ Owner ❑ Contractor ❑ Agent for Owner //LYAgent for Contractor 11 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMIT TAL,REQU,�REMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQ UIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" OWNER Last Name first Na e Address City State Zip Phone I D Z1 "1 Fax E-mail APPLICANT SIGNA P WN For offic a only: CHITECT/ENGINEER Name Flood Zone Address Address City %n State Zip Phone Zip Fax E-mail Fax State License Number APPLICANT SIGNA P WN For offic a only: APPLICANT NAME Name Flood Zone Cross Street Address I Yes %n City Ma/W'AkState If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. �n �T Zip Phone Fax E-mail Planner APPLICANT SIGNA P WN For offic a only: API CZ4I I V jo'gf& Zoning Flood Zone Cross Street SRA I Yes INo Occ. If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Type Const. Subdivision Name Address Map Book Page Lot # Planner Date Approved: PERMIT NO a -20� 0 B BIN # L/'O�CATION API CZ4I I V jo'gf& Property Address ` Z.mi Ci , Cross Street WORKER'S COMPENSATION Policy Number UCO �0%_\ q - 200`3 Carrier w If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address OVER FOR SUBMITTAL REQUIREMENTS Ll K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Des ipti S o W r Sq. ootage S P ` S� ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. by: Amount: Bldg " ' SRA ipt #:�y a � � Sheriff b n 0 I`'�`J U/l SMTP Total REV 6-16-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered -Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. ,2.Flo'od Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10.- Hazardous. Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 COUNTY OF BUTTE -DEPARTMENT OF DVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER. C�-/% t/ASSESSOR PARCEL NUMBE ' d VD I - Proposed Building Use: r' Counter Technician: Date: 7-13 97 t ms equired in order to apply for a permit. All boxes MUST be checked OR marked NA in or er to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner 14. Hazardous Material Form � 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico 016roville, as applicable. 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ............................................ ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. '❑ 22. City of Chico Plumbing permit........................................................................ 23. California Department of.Forestry, plan approval ❑ paid. Sent by: -, 24. Planning approval (A) Use: �K (B)Parking: (C) Parcel Check: 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization .................................. .... :............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ / 37. El Grant eel, ❑ M.H. Title/Statemen of Facts, ❑ Lett r from Le wner, ❑ Check to H.C.D. $ Gds 38. Other: <{ ❑ 39. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: ( Date: 1. Index permit app ioation for the above items numbered: Plan Check Le er 2 dditionaI items t�quired Contract designer, owner, was advised of the above data by Evphone, ❑ mail, ❑ counter, by Date: ractor, designer, owner as Edvised of the ove a by phone, ❑ mail, ❑ coun e b Date: Plans reviewed by: (J Date: Plans approved by: Date : Structural reviewed by: Date: Structural approved oy: Date: Note transfer by: Date: Yellow: Building Division 4 E. USE ONLY Flat flan Attach flogs Wan Attach, Seers to B.D. /�� TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 232- �► Q-� S u � � � � f 1 LD - Z Owner Location AP# Plan Approved for: Sewage Dispos _ W r Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: 40A 6)22 Environmenta Health Specialist Date 8/96 I SITE PLAN REVIEW APPLICATION Date: O AP# /U L- —/ /0 ' 0 Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: (/LL 5 Owners Name: Owners Address: 2 3 SPM f, -e. W,, Telephone No.: 0 y% 56:2— / Situs Address: 02 32 )?.cd Sri✓) / ,f rl � Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ik,Residential Accessory C ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SER VICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval 12 Site Plan Stamped Approved' By &I Date Q q10 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) woWatershed Protection Overlay Zone (See attached standards and requirements) �j� Expansive Soils (Test for expansive soils and if verified proper foundation design required) /j 0&_,-L0;tL— (CDF to determine specific requirements) 100 -Year Flood Plain: (Seeattached) • Flood Zone: • Flood Panel No.: •O(0007 C // / O L Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A -5- 6P —OFC, Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front �Q ) Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 I `i Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Formula -------------------------------------------------------------- ----------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre-applicztion.review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: -egal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with Co ty� dar s for Dee cj Crea on: No ❑ es Comments: q/ 9(— ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify LegEl Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lo: Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: I❑ Mee- Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Fj Subdivision Man/Parcel Maw: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA.approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa u Paae 4 of 5 �f 0 0 Summary of Specific Requirements: 11 This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 qW Building Permit Number: 0 ( - 2 0153 Owner Name: Cal" 6.10 Residential Construction Requirements EWPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or 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 g - and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor,. electrical, H.V.A.C. 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 E's 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. 'i. Page 2of2 Building Permit Number: 0 4 - 2 6 —3 Owner Name: ni Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. MFire sprinklers are required in this structure. MThe following parcel map requirements shall be -net: All structures and ec .Lyipment including overhanp shall be clear of all easements. A setback of6b ��eet from the side anclo �,-et from the rear property lines and 20 2� 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. 10Expansive soil may be encountered on this site. This condition may, require the , foundation to be designed by a California registered engineer or licensed architect. P, B q 2�2 N 42•- `c7 1 ). vp �s °' I hereby cer?Ify that fhis plan, sppeeCClM �. F TUC ��a`�pfESsip ••� pF NEWS I ,`p Nj" �. " �. �catbn.or,opoAwasplepare45yme R&D Pfro 9 JOQ "`•Nql�� :'�a�• TU F9s': ghat loam mu direr t supe"lon cnd / N� �s,•• R F R.F. TUCKER o duly R -:i; 1g(j F}olpy ENGINEER Q \ �!�. •,G> ; =1; N0. 14275 ' ¢ _TUC slonal En utter under the laws z PROFESSIONAL - -' Of the .dale o1 Minnesoya. _ !r : y : TUCKER z :: j NO. PBO ES EVALUATION R RT NO ER -2621P ENGINEER /. 6385 ' = �� : m: 1 4o22y NO, - R, F. TUCKER ; eQ };- E-5110 :'a'': ,•' PAGES DRAWING s3 --� �AG7NEER TABLE OF CONTENTS <9 33J ;3 No. 2' " nF SS�S�`} ��FOF NEBO"", NAl ENV .• rU f r s s \ ° r w` TUCK APL FNGIp ` Fwd y.. ```\aiNuulis4su;% U 4 i 2 PAGES 97GN01 GENERAL NOTES "''• F F SSC •...........FFy <►< ► 4F M{. \t ".T- N 0 ME p 9 oS/ �. ••�v Nps °*r `•�P�k• ....... >3. ,.4 97GN02 RAYMOND F. I- ` RAYMOND e o' c. 05 9936 Z .�++': TUCKER 3c �' T: R. f TUCKER +' a TUCKER 21152 2PAGES 97SC01 STRUCTURAL CONFIGURATIONS -4 y:; "' ''t 1 NUN$FR p 13084PE W R. F. _ 9 O 42 Yom,, ; •` ya a: W ' - "; i RF O 4' 97SCO2 e TUCKER FSA P� �,d.,cryi�.:�oa� sar r"r7 e,. /�k ;ALIY}AS 111EGISTERED } PNOFESSIONAL i ENGINEER e + • No. 4523 Qrc� Q TU CNq! h � NO. 26070 \&v 3-31.02 rto, CIVI1- 17, ? 20918 1 PAGE 1.0 ROOF PANEL SPANS AND OVERHA NATIO A IAL STR t %'' ` ` /01v °•n., Q;Slots �`� `�4FFSSiQ�'p;.•'• `\\`\\\p\,.. �N C4 L 2 PAGES 2.0 FREESTANDING AND ATTACHED PATIO STRUCTURES 0� aa';, �C SSI-/yq; �1S \ PAGES 3.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES a Sf At `o s R. F TUCKER j PROFESSIONAL E-61529 15''5 PE 4074 s 1FAGE 4.0 FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES ,FNCCQ;' y �� r 9 FC/STERE° ' ?I PAGE5.0 FREESTANDING AND ATTACHED LATTICE COMMERCIAL STRUCTURESNAI } �,' �r- 1 PAGE 97CDO1 97CD02 97CD03 97CDO4 97CDO5 97CDO6 97CDO7 97CDO8 97CDO9 PAGES 97LT01 97LT02 97LT03 `0"=w'lTU,,� 97LT04 df a No. 11,458 :fs AWP:`V a ;c CERTIFICATE Ila 15896 oSTATE OF n - FLORIDA .Q• , ' 6.0 COLUMN AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURE a �•e �SG•G,. CO NT PARTS AN _ CTION DETAILSIL ' `,GINE`ESo ,����uicl�� ��NSAfQQ�/y E� nrrtt 84•: a Poo�rsslow ESSr' - 635,2 ���: 0 R. F. TUCKER - d� -.,V.. 2 32� No,l. OREGON R. F. TUC KP- i 4jP.cc ....< P,G �� .ac \ NOGlNEE¢ O ��...•,. r. F T j .e� S y r•....s.ss�`,,,. nOMPONFNT PAWRIM0,CONNECTION DETAILS FOR_aWRY MMERICIAL LATTICE STRUCTUF No. 7984 R. F. TUCKER � qT' 833 0 r-: r OF I'D *'-p1A : )•F�SVG�, 1-/R7. KIRAs•e / OF Wo. 16273/ I,¢ 6 3U- OS R. F. TUCKER No. 032085 BONA �, /7 fI Q 8267 J \t 1 t Date O� F8 ®JST�` s�oIk L ' r APR 18 2003 I N0. 14275 PROFESSIONAL /NEED F TU„ILG, •/'• -•,,.,/II„ eS�'aSS I R� ee `tA 1'O 21152 ' ¢ R. F. TUCKER �s 8/ node• �A/IORA_ US% -'i * * No. 452 NO. 260' \&Q t, -51 `rrel CIVIC �''•. `�.pQ:`••°.....;�rq� •% .......ONpL ENC/ �``���i OF M •q��,/i OON T A • NF t�cr ��.Pt y' ;r R.F. '`s2 �.p�EOFNEly�F9% Q •TUC/rF9 ��sf•, F9 �t� of �� ,may~• �•����� Q 5y= TUCKER �Z•'y�:�•TUC+4I!'F.c•� �a ��M��j`' y aaf. �� ON T �* ���R f••TUCKER''�� RAYMOND c�S^'e?•o1 RAYMOND F. :m TUf E b' E 5170 a•` No' � i TUCKER : o • NUMBER 1g K R 2 1 _. _: n _� _ 084Pc 40. 20919 •� .C. vim; * ;Q ?si No.T053 �? No. 11458 = 0e.'.,O Fr• �F7AW P�•j `'S�ONAL E ,It" l{ CARO'%°o. SEAL 15716 r 5 0 •'o'•:�cFNSEv,: ��•: r� ''>' ..civil,: �9-•.:.::rr• B '• .� •......• �G'c ; o P 6' VG c. A'41iZ 1' �L EN �, F TUCyX-�"; •• :;;gQIALENG•,. 90FESS�O� '1'D. 8628 O+ 876$2 i,�i 'PVFFE.�S..�S.; Np`\`O\ NAL , 1. DESIGN IN ACCORDANCE•%tfFl •THE UNIFORM 8 G CODE 1997 4 g�tjp OR DE AInfiPtnl �ONENTS EDmoN. .•� P,.•�"" "' •. FiBl1� HT LESS THAN 15 FT Design Uplift Wind Pressure (psf) 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE LATEST EDITION OF ALUMINUM •�.�,.:' ��� y; . Simple Span Arens Eaves and Overhangs ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE UNIFORM BUILDING COD f *; �, p g �'...," 'Sy�eed Unenclosed Enclosed Unenclosed Enclosed 3. EACH BUILDING PERMIT SHALL BE ACCOMPANIED BY TWO COMPLETELY DIMENSION""P Ft.......•......'``i :yh Exposure PLOT PLANS SHOWING EXACT LOCATION AND SIZE OF EXISTING AND PROPOSED ::::.:::.:::::...••• ••.. ' STRUCTURES. �SF��I�:r,f.;. s/ o : "K r . . 0 B 10,16 10,16 10,16 21.87 J, E •........:..: 4. DESIGN LOADINGS: eee70.0FESS;p4 :,,� •j si?c�(;}? 0 B 16,76 16,76 16,76 36,11 ec � ° • • • ; �� �`, p :-:;, 70 C 17,36 17,36 17.36 37,40 A. APPENDIX CHAPTER 31 DIVISION Ill. PATIO COVERS_: ? y��.•tiEG. Np • ' ��yc• ,•"tr k id j �k° -� 90 C 28,66 28,66 28,66 61,73 LIVELOAD: 10 POUNDS PER SQUARE FOOT. - 6362 S 20 POUNDS PER SQUARE FOOT - R. F. TUCKER sl,�L 1'ff �+E Design U ift Wind Pressure (psf) 25 POUNDS PER SQUARE FOOT O� 11 T LESS THAN l�j Eaves and Overhangs °° 30 POUNDS PER SQUARE FOOT os� too• Single Span Areas 40 POUNDS PER SQUARE FOOT •°o .H ON 0 60 POUNDS PER SQUARE FOOT '°•° e0`e T R. F, TUCKER S Unenclosed Enclosed Unenclosed Enclosed WIND LOAD: FOR 0,4112 > SLOPE < 2112 ....``iaF°No, 0320415 m� : Exposure B 10.65 10,65 10,65 22,93 o�� B 17,58 17,58 17,58 37,86 - Design Lateral/Uplfft Wind Pressure (pgf) Fs #go C 18,05 18,05 18,05 38,88 S eed Sim e S nn Arens Enves and DverF13 sa .•ii 9NA Speed Simple P n9.. ��� r:.•. }�!• 90 C 29,80 29,80 29,80 64.18 mph Height Zone Unenclosed Enclosed Unenclosed Enclosed 70 Less than 10' 7.5 75 7,5 7,5 . ►n,> a�� FOR DESIGN OF PRIMARY FRAME SYSTEMS 90 Less than 10' 11,3 11,3 1L3 11,3 ;N�! 21:�Z� < : 0',Q 70 Less than 12' 10 10 10.. - 10 Design Wind Pressure (psf) • ' `• ,, 90 Less than 12' 15 15 JIS 15 IY;; . r y Exposure B Exposure C YI h.�rebv cediw ?r.al ilu C ;:, I, ` 70 mph 90 Flph 70 mph 90 mph ccrior,.a.j;torc . • Lateral 102 16,8 17,4 28.7 a urr<�r ly �i.dcK S;,0Q1 ;iG, , O 9 1 Jt ,/ S. COMMERCIAL STRUCTURES foot I ri �.urv- rj�:g jer":. 1-,-c �F FO/S ; T Uplift 10,0 15,0 10.0 16,05 Mono! OfthOSYotolOfMinnescia trio i, S G LIVELOAD: 20 POUNDS PER SQUARE FOOT. `r 25 POUNDS PER SQUARE FOOT z h V. TUC"e 40 POUNDS PER SQUARE FOOT Owe 30 POUNDS PER SQUARE FOOT R. F. TUCKER ng 60 PQWNDS,,PER SQUARE F `E /,����r,,-,NGINEER' PUCE . ./;, I Ive7 TE REVISION DATE CERTIRCATE �F 0 P„ O,c� • F t U O�� aye �FRCFiT6`��GF°�,�R. F. TUCKER STATE OF i* TUC/r4!.. UC/r 4 9-•i _ " ,c, PROFESSIONAL I HE 4074 o INEt Rt r h [•,��� tt0FU �/U' R. F. TUCKER E-61529 l ,ss101tl .,.• r;,- •.. 8440 OREGON �- REVISION : W Qv -F : Z : Reg No 27575 = w z FLORIDA Q D = E,?pISTERiC ? O a 13557 1833 0 : = 12733 - N 6385 = v . Engineering Service ►toFESSIONAI ENGINEER R 9�F `O :' .�� :75L Q i STATE WAM"� t 140 All Pro Drive fD EN `t• 4' NeA /hl a �¢ Ow;4Fs Odeart, a esu syORGl,q D liml F/v �urpev` Is i. JG e to 40. 8143 �Q R. F. r, RF. TUCKER + )FESSIONAL CINE TU p'l,E' p 8TH Of 9 5 3 8 y -- NO. 0 33793 y ��IUIX/10( 1-1TEPF'O�'y,. "•:1•9SAM � _ ���NAL W11pMING F �° + t KG ICBG ES EVALUATION REPORT NO. ER -2621P NONE GENERAL NOTES wgiguifth STAMP 2/8/2000 97GN01 N 0 2L' ,I.7110FESSIONAL .ice•_; R. s TUCkER q+ ENGINFF. r o KNo.12109'l * No. 7984 1 R. F. TUCKER .T 2. ,PTgTtr (1F � r 1 R M3 } GENERAL NOTES: y (CONTINUED FROM SHEET NO. 1) NOTE: EXPOSURE V 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. B. 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 INVESTIGATIQN AND SPECIALLY OLSIGNED FOOTINGS. FILLS MUST BE PLACED UNDER A LABORATORY CONTROLLED COMPACTION SUBJECT TO APPROVAL OF THE BUILDING OFFICIAL 7. ALUMINUM BOLTS TO BE 2024—T4. 8. 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. '10L sI� COUIV DING DEp� 1 v ft-wr Cz NO. 2 \Jl C N EN NE RS STAMP N0. _;''273 yjf=o�l \_G .,', • '� 'i 7011: REVISION I DATE Aw��=wff Engineering Services 1140 All Pro Drive Elkhart, .IN 46914 KG ICBG ES EVALUATION REPORT NO. ER -2621P NONE NNORRPARTGENERAL NOTES AME ,)iai,2nnn „ 97GN02 2 OF 2 KAT fy �G9 VARIES OF pRaECTiON j3 �NGTH H 75% N0 l60'S �I ' 11 T411"', � FOR MIN. LENGTHE8L UOINT C�L•SPAU-MIN. SLOPE 0.4'/FT ND FASCIA tipAIL EE SCHEDU01.5 .fASTENERSIP.AN IVB,j0. Of # ���Q� � COVER PANEL FASCIA u HEADER INSTALLCOLUMN W VERTICAL _ ROVIDE 1 1/2 -:DRAIN. OPTIONAL 3 1/2' RO �d F _—T7, CONCRETE SLAB DRAT �_' SEE NOTE N 5, _ L SCHEJ SEE SCHEDULE FOR SHEET 97G 02. VARIES. = SEE DULES FOOTING SIZE. LENGTH CAN FASCIA E $PqN C FOR COLUMN SPACING SEE " SPq ND TABLES 2.1, 2.5, 4.1 OR 4.2 NTE SCI MEDIATE OVER PN = MA BEAM 1/2'0 STEEL a 0 HANG. BAR ® 18' w 25% COL. LONG 2 SPACING INSTAL COLUMN VERT E NOTE #7, SHEET 97GNO2. PROVIDE 1 1/2" SEE SCHEDULE FOR DRAIN FOOTING SIZE "d". = TYP. CEE OPT -4 1 2" CONC SLAB T„ , CUBE SIZE PROVDRAIN 1' SEE NOTE # 5 ON d �1 OPT. 3 1/2" CONC. SHEET 97G 02. "d SLAB -SEE SEE SCHEDULE FOR — NOTE # 5 ON MULTISPAN ATTACHED CANTILEVERED STRUCTURE SHEET 97GN02. NG1H VARIES ♦ FOOTING SIZE "d" "d" mw IAN FOR COLUMN SIZE SEE SINGLE SPAN ATTACHED CANTILEVERED. STRUCTURE "COLUMN SCHEDULE" 1 a d•.� DATE REVISION DATE REVISION NO. G a :;I �gpimgg Engineering Services it 1140 All Pro Drive 3(� Elkhart, IN 46514 `rl9 VI'-fOMW"KG ICBG ES EVALUATION REPORT NO. ER -2621P f �w, NONE NAME STRUCTURAL CONFIGURATIONS E EERS STAMP 2/8/2000 Eff 97SC01 1 OF 2' FASCIA HEADS INTERMED. BEAM MAXIMUM VER P EL INSTALL I, OVERHANG = COLUMN 2596 COLUMN VERTICALL STL.COL.TYP. SPACING 2 NSTALL CO VERTICALLY VIDE 1 1/2' N -- _r 'd' 1/2'0 STEEL BAR OPT. 3 1/z CONC. SLAB SEE NOTE y 5 ON • "d d�d ® 6' LONG SHEET 97G O2. L,J SEE SCHEDULE FOR MULTISPAN ATTACHED STRUCNRE FOOTING SIZE — d" IS TYP. CUBE SIZE SEE NOTE # 5 ON d �1 OPT. 3 1/2" CONC. SHEET 97G 02. "d SLAB -SEE SEE SCHEDULE FOR — NOTE # 5 ON MULTISPAN ATTACHED CANTILEVERED STRUCTURE SHEET 97GN02. NG1H VARIES ♦ FOOTING SIZE "d" "d" mw IAN FOR COLUMN SIZE SEE SINGLE SPAN ATTACHED CANTILEVERED. STRUCTURE "COLUMN SCHEDULE" 1 a d•.� DATE REVISION DATE REVISION NO. G a :;I �gpimgg Engineering Services it 1140 All Pro Drive 3(� Elkhart, IN 46514 `rl9 VI'-fOMW"KG ICBG ES EVALUATION REPORT NO. ER -2621P f �w, NONE NAME STRUCTURAL CONFIGURATIONS E EERS STAMP 2/8/2000 Eff 97SC01 1 OF 2' RAFTER NOTE: SEE TABLES lam' 3'X 8' ALUM. BOX EAM. OR 4.3, 4.5, 5.3 AND 5.4 MULTISPAN FREESTANDING J�`�j (CCEFAR MAX PAAN)FR SP� ail 8'X 12 CIL STEEL 'C' BEAM HEADER 6' MIN. O'HANG TWO OR MORE SPANS ,yo LATTICE STRUCTURE Sa�Ca 1 ►.O X 6 1/2. OR 3' X 6• ALUM. �► \ I1 �.OFRAFTERS • 24. O.C. EE RAFTER NOTE LATTICE OVERHANG 16FOR 1 1/2' X 1/2' �p1F COLUMN HT. avV OF CLEAR SPAN 31X 6•X 12 GA. Sff `FS wi�� Uj STEEL 'C' BEAM �+ S� \' (� FOR BEAM WRAP DETAIL S�f�� 4S S y �5 SEE SHEET 97LT03, DETAIL 123'. oPr. 3 1/2• CONC. SLAB—�� ypA A FOR FOOTING SIZE "� SEE op SEE SCHEDULE III \t RATTER rOPT. 3 112' CONC. I y I •d• �5 ON tStHEET 97GN02NOTEdj�:dJ 'tiV� NOTE SINGLE SPAN ATTACHED 2" X 6 1/2- OR 3" X B" LATTICE STRUCTURE ' ' = ERS 0 24" O.C. 0 0 3" O.C. MINIMUM OR 1/2 'Za 8• �� S COLON SNAG GX OF 2 "x 2" 0 4" O.C. MIN. JZ N SEE SCHEDULE FOR J "► M'� COLUMNS. ALI. COLUMNS ��FS N,�� 100�Sj OBE STALL E THAN VERTICALLY. OPT. 3 1/2- CONC.MAY y 2 COLUMNS. SLAB.R PTIONAL 3 1/2' CONCRETE SLAB. 1 I 1-1/2'0 X 6' LONG F PLACE 1- 1 2 OX 6' 1�= No. 16273 MULTISPAN FREESTANDING / STEEL BAR SINGLE SPAN FREESTANDING 1 ,,, STL BAR AS SHOWN E. a. b" 30 O �UCTURE SEE FOOTING SIZE d' SEE SCHEDULE FOR `� 1 FOOTING SIZE. DATE REVISION DATE N �—TW TW TW O'HANG--4 OVERHANG I_ TW Q . T APR 1 2[ /f Fh R V0 NO 6' 0 �e mag Engineering Services y3( ����plammm 1140 All Pro Drive 69fi 1 Elkhart, IN 46514 `Tl I VZ-= � / y F ICBG ES EVALUATION REPORT NO. ER -2621P 9 E �.Z, i FREESTANDING STRUCTURE ATTACHED STRUCTURE � �7 OPONE- ORJ•PART STRUCTURAL CONFIGURATIONS m NAME / TRIBUTARY WIDTH (TW) DIAGRAM F GIN STAMF� �IL/g/20001 w n 97SCO2 2 OF 2 V FREESTANDING STRUCTURE ATTACHED STRUCTURE � �7 OPONE- ORJ•PART STRUCTURAL CONFIGURATIONS m NAME / TRIBUTARY WIDTH (TW) DIAGRAM F GIN STAMF� �IL/g/20001 w n 97SCO2 2 OF 2 V MP�ffl,,erhnaD OIlC1x 11440APRO DRIVE flC ELKHART, IN 46514 ICBO ES EVALUATION REPORT ER -2621 P BLANK PACE DATE: 2 8 2000 MAR 0 3 2000 tOFESS ,y_ APR 18 2003 21mnr STEEL PANEL DESIGN SPANS FOR PATIO STRUCTURES LM PANEL 17 HEMIT 70 90 OVER LOAD T M;F) (00 MPH 1 MPM KANO 10 0.0120 1f4• tf4• S-1• . 0.0149 16r ter 56• 20 0.0120 6d 6.1" f4 0.0149 OA149 11'4r 11'4r f.0 26 0.0120 64• 641' 7d• 104' 74• 0.0149 104• 104• f4' 3o 0.0120 s•r S -r 1"4' 0.0120 0.0149 9-r 9-r 74• 40 0.0120 f -r F -r r-1• 30 0.0149 6d' 6a• 7S e0 0.0120 7.17 r-17 1'6• 17-1• 0.0149 s-17 5.17 x11• TABLE 1.5 21/r x 12' STEEL PANEL ALLOW. SPAN FOR COMMERCIAL STRUCTURES . LAA: FOR 001111IIRCIAL STRUCTURES LAI! LOAD'0090OVER(PSP) 7090 70 90 LOAD 1pmmlw.alexpmumclMMX T OVER (PSF) (" WM WH WM HANG MMXW" ROOF MEIGHT 16 20 0.0120 64X• r-1" V -r f4' NANO 0.0146 1r-1• 1r-11 17-1• f1" 25 0.0120 T-1• r-1• r-1• f4' f4' 0.0149 10-11. 10-11. 10.11• f4' 30 0.0120 64• 64 6d 7-C 0.020 0.0149 104• 10-0' 104' 74• 46 0.0120 f -r Tr f -r r-1" 11'4• 0.0149 6J' 6<• 6-P 76 eo 0.0120 7-1" 7-r 7-r 1"6• S4• 0.0149 6r 6-r I 6-T 7-11- 21/r X e• ROOF PUL ALLOW. SPAN FOR J(M 2 1/Y x 1 r ROOF PNL ALLOWABLE SPAN FOR COLSERCML STRUCTURES FOR 001111IIRCIAL STRUCTURES LAI! LOAD'0090OVER(PSP) MAX LM B EXPOSURE C MAX LOAD 1PANEI4emblexposuncl "r 7090 70 W OVER LOAD JPAWLEW. T 70.00 70 90 OVER (PSF) (OJ) MPH WM MPH NANO (PS MPH MPM MPU NANO LAMM ROOF HEIGHT IV MAMO M ROOF HEIGHT 16 20 0.01e 94• 9$ 9-r f4' 20 0.6 01om 6.11• 6-11" 6-r f-1• 25 0.020 106• lira• 10-r f-170.024 0.024 11'4• 11'4• 11'-r S -r 0.024 11.4' 11'811'4r 11'6' S4• ome 1r -r 17-r 1r -r S4• 30 OA32 IM" tf-1• 17-17 64• 0.036 17-1' 17-1• 17-1• 5-11" 25 0.018 0.024 a-0• 10.4' V4r 104• V4' 104• 74' f-10' 0.076 19-1• 15-1• 1l-11• r -r 25 .016 6A• 64• ' 64' f -r 0.024 T-11• 96' 96•' f4' 0.002 11'a• IlAr IlAr sr 0Z96' 10-r 10-r t0 -T S -r Bo ome Irr 11"-r 17-r S4• 0.072 174• 11"4• Ira' 6-1' 30 0A18 T4• T4• T4• 74- 0.036 13-r 17-r 17-r 6-r 0.024 0A32 94• 10-17 94• 10.17 94• 10-77 f -r S4' 30 0.018 1*4• r4• Ta• 7-r 0.020 64' 6a• 6a• 441" 0.036 116• 1 t'6• 11'6• S -r 0.024 94' 94• 94' 44• 40 0.018 6d' 66' 66• 74' 0.032 11'4• w4r 11'S S -r OA24 6.4• 6J• 64' 7-11" 0.036 tz4• 1r4• 1r4• I 6d 0.032 0.036 94' 10-0• 94• 104' 94r 10-0• f4' 4'4• 40 0.016 S'-17 5.10• S-17 1"4' 60 OATS 9-4• 54' S-4• 1"8 0.020 6-11• 6.11' 6-11" 7J• 0.024 e'4• 64• e'4• f4• OA24 6-17 a-17 6-17 7J• oA32 10-r 10-r 10-r f-17 o.o32 r•17 r-17 r-17 7a• 0.036 10'-11• 70-11" 19.11" 9-r 0.038 W-1" 6.T 6J• 7-11" 60 0.018 P-1• 4'-1' f-1• 1".1? TABLE 1.11 0.020 4'4• 4'4' f4• r -r 0.024 66•6.6' 66' 7-0' ALT. 2 12• x t1" ROOF Era ALLOW. 0.032 66' e'.6• 6S f-0' SPAN FOR ODM!lRgAL STRUCTURES uve IMP. OA38 94• 9-0• 9-0• F-1" TABLE 1.12' PANEL TO PANEL FASTENING PANEL T (M) 010 SMS FASTENER SPACING WIND LOAD PATpIEXP B EXPOSUFtl C 70 90 70 90 0.018 aEXPosuRecMAX S LOAD'0090OVER(PSP) 7-11• 0.024 11' WH MPH IPM HANG MAXIMUM ROOF HEIGHT 16 20 0A18 6-r 6-2. r-11• 741• to O.o24 10-11" 10-11• 10-r s-1" 9-8- 0A32 11"4• 1r4r 17-C S -r oA38 174• 17a• 174' 6-r 25 0.018 Tc Fr rd 74• 0.024 9-17 9-17 9-10• F4• 0.032 I V -S* 11'4• 11'6' SJ• ome 17-r 1z -T 7r -r S4• 30 0.018 66' 64" 64 7-r 0.024 94• 94' 94' f4' 0.032 11'-0• 11'4' 11'4 54' 0AW 11".17 71'-17 11'-17 S -r 40 0.018 9.11" 6-11' s-11• 74' 0.024 T-11• T-11" r-11• 74r 0.032 9-r 9-T 9-T f4• ome 168 Iw* ��tOr F4 Bo O.OIe f-11" f-ir-i4�1 r -r OA24 e4r 6�dI 64' &3',ly" 0.032 r-11" T-11• r 1" rw,y TABLE 1.12' PANEL TO PANEL FASTENING PANEL T (M) 010 SMS FASTENER SPACING WIND LOAD PATpIEXP B EXPOSUFtl C 70 90 70 90 0.018 6 S 44r 7-11• 0.024 11' 64' 6-W 3-11" 0.032 14 6$• 6g S -r 0.036 to 6 94r 6-2- -r6$' 9-8- 1 68 S -r I NOLc 1.10 l""'�-- , APR 18 2003 2.25"L I��I 1--6.00"-•I O 2 i/2" x 6" ROOF PANEL 2.464"l 1 1-12.00"--i © 2 1/2" X 12" ROOF PANEL 2.10" L �I I- 18.00-- I © 2 1/2" X 18' ROOF PANEL 3.500" ^ 12.00"-I <Ul 3 1/2" x 12" ROOF PANEL 2.00" ';x 12" ROOF PANEL N0. 07 W� BUffMC PfflWCfS, IlVC. 1140 ALL PRO DRIVE ELKHART, IN 46514 �( IC80 ES EVALUATION REPORT ER -2621 P ROOF PANEL SPANS FOR PATIO AND F CA1 �ECOMMERCIAL STRUCTURES PANEL SPANS FOR ALT. 2.5" PAN FOR PATIO AND COMMERCIAL STRUCTURES SHEET I OF 6 DATE: 2/8/2000 LID WE LNE Tim TRIe TURM MINA nl rmom rn11V �FFwv. Vr OL MAXIAVI COl1AN SPACRA3 FOR 3'CIOVERLEAF STEEL HEADER CROl1FORAEDC DEIN 1PROLLFORAEDC BEAM PIB6AM YiRcwN 01?ROLLFORMEO HEADER ALASKAN FXT.IEADER S/?E%TRUDED HEADER TKRs LOAD WIDTH ATTACHED PATIO ON SIAe MAX COKA TER MOI CCIIM FOOTER SIZE CONS. F00 enp DORS. MA7t CCr6. FOOIEII SIZE L1AE. OOHS. TER SIZE MAX CONS. FOOTER SIZE M11 COKS. FOOTER SIZE WROTH 116:p ALL COl1RM FR@ ATACMEO GOUW REE ATAC/ED COLIReI FREE TIDIED COLIRM FREE ATAOEO COIUM FREE ATACNED COURM FlIE TACIIED COL1lM FREE ATTACHED COLWN=ATIA�*DCODYI A' OTTERS 3PACN0 P711 FTR FTI 101. SPACWO FTI FTRIRTWACMf7R lAN.SPACNDONYl' SPACNO FIR MN. SPACNO I FTR FTA SPA[:etl FTR Fill ABI. 7 COL Yf Y COL Y COL. V V COI. Yl V ODI.0'd 10d SIAe TYPE TYPE TPE TYPE M TYPE TYPE 70 MPH WINDSPEEI , t9 OR LESS 70 MR1 VNNDSPEE0 19 OR LESS In dr Iff-7- 1 s 6 133 1911, 13. 0 114• 21 10 B 2Y4' 25 25 C 3f4* 29 20 D e IT 11'4* 9,-J.A' 114• 1Q8' 21 20 B Zed 28 28 D 374* 27 27 D 7 T 9S 7=91 9dy 7,197 21 20 C 2C4• Z7 77 O 30'S• 30 30 E 2S -P 27 27 D 394• 20 28 E 8, e' e$, C -1a e$• -0'Y 21 21 C 2S3 ?s 20 D 3fd 31 31 E 21'3 28 28 D 294* 29 29 E 9, B TiF' 0'-1' {T -0A. 9-f' 21 21 C 2C -r 20 28 E 33-f 32 32 E 23.1• 20 20 E 77.11• 30 30 E t9 1P ?=T 5'S . e�7' 9-0' 71 72 C V -W 78 20 E STs• 33 33 E 27d 20 29 E 2e-11• 31 31 E 11, 11'- e4* 4-11 a-? eY 22 22 C 21'-11' 30 30 E 31'-? 34 34 E 21'Y 30 30 E 2C-1• 32 32 E 12 /2;, sd ' 4'd tSd ed 22 22 C 21'4* 30 30 E 394' 34 34 E 21'-? 30 30 E 254• 32 32 E 13 `14 T -I" 5-? 29-? 31 31 E lid 35 35 E 2D' -r 31 31 E 2fd 2R•i• 33 34 33 34 E E " .� IN, ,1S W-97 f -1a pfd 19S 31 3131 31 E 2BS 2T4r 35 38 33 30 E E 2D'-1' 19-W 82 32 32 32 E 2T -r 34 34 E 1S Ie IV,• 1 te,7 M 32 E 2B -T 38 30 E' IB3 33 33 E 2T -T 34 34 E 1T ` 'IT '- 1T•r 32 32 E 25'-1P 90 30 E to-ta 39 39 E 7l -T 35 95 E to - '1e • 17-1' 33 33 E 2S•1' 37 37 E ted 33 33 E 2?-? 95 95 E 1P ' `I tp ted 33 33 E 24.S 37 37 E 1e-? 34 M E 211 30 % E 29 2d• tea 33 33 E 23-1a 97 97 E ?• ' � 15-/ 33 33 E 233 90 3B E . w. 70 MPH VVR�SPEEO 17 OR LESS 70 MPH WINDSP® 17 OR LESS 21 B 1 25`4' 20 28 C 34.-0' 30 2D D 2 9.1' 22 t0 A 17.11 25 21 C 1f4* 21 22 C S S 133 tall• 13-r 11'4' 24 21 B 2&-r29 29 D 374* 31 31 D e-1 22 20 A 1B3 25 25 C 12.19' 24 22 C e T 9S T? 114• 9d tU'd t9-7 23 22 21 22 B C 23-r 31 29 D sc-r 34 33 E 25'4' 30 30 D 394' 32 32 E T4' 21 20 A 1S-1' 25 25 C 11'-tD• 23 23 ' C T e F 93 C•1P ed 9Y 23 23 C 22-1• 31 30 D 374' 34 34 E 2N -T 31 31 0 294* 33 33 E e-11' 21 20 8 14.-1' 28 26 C 11.4* 23 23 C C 9 9 Ta' a-1• Td 94' 24 24 C 29•ta 30 30 D 39d 35 35 E 234• 32 32 E ZT-11' 21, 33 33 E C -T 22 2D 8 133 28 26 C 1p -f 24 24 C 19 19 C -r 5'S CY Q4* 24 24 C t9Y 31 31 D 2B-11' 95 95 E 7Zd 32 32 E 1' 34 34 E 'e-0' Z2 21 B 17-r 27 27 C BA' 21 21 11 11' Q4* f-11• a-? eY 24 24 C to -1P 31 31 D 2r -r 30 36 E 21W 34 34 E 28'-1' 35 35 E 17 17 Sd fd 5d ed 2S 25 C te4* 32 32 E 2CS 30 38 E 21'S 35 35 E 254' 30 38 E 13 13 S-1• S'-7 114• 33 33 E 2S4' 37 37 E 29-r 34 34 E 2fd 38 36 E tf 14' fY f-ta ted 33 33 E 2W -r 37 S7 E 29-1• 35 35 E 2T -IT 37 XF E 15 16 fd 16-1' 34 34 E 23-r 38 90 E iid 30 30 E 23-1' 38 98 E to IV 15-r 34 34 E 22-ta 30 38 E 19-? 36 30 E 274• 38 38 E 1T 17 15-1' 34 34 E 7Y-? 39 3D E 16-T 30 30 E 21'd 38 38 E 1e 1e 14'd 34 34 E 21'd 39 39 E 1e-1' 37 37 E 21'4* 30 39 E 1F 19 14'4• 35 35 E 29-11• 32 39 E /T -T 37 37 E 29d 39 39 E 2(T 29 ' 4-11' 13•r 35 35 35 35 E 1 E 20'4- I01-11' 40 40 40 40 E ?• 90 MPH VVINDSPEED 19 OR I 90 MPH W WOSPEED 19 OR LE55 10 f1 t A 5' 133 1911' 13-7` 11'-f 25 21 B 2e-' 31 29 C 31'-P32 30 D Q 11.4' e 11'4* 9-1• 10'-W24 22 S Zed 30 30 O 374* 32 32 D 7 T 94- 7Y 93 19-7 24 23 C 22-7 30 30 0 3Td 34 34 E 25W 31 31 D 394' 33 33 E C IT e3 C-ta ed p? 24 24 C 29d 30 30 D 394l 35 35 E 2f3 32 32 O 294r 34 34 E 9 T4' a-1' Td 9•c 25 25 C 19-T 31 31 D ?id SS 95 E ZTd 19 93 E 2T-11' 95 95 E 10, 19 a -T SS CY 84* 25 25 C ted 32 32 O 27.7 30 30 E 27-C 34 34 E 2eS Be 30 E 11 11' 64* N-111 QS eY 25 25 C 1T$ 32 32 D 25-11' 37 37 E 21'4r 34 34 E 25'3 37 37 E 17 17 Sd fd Sd ed 26 25 C 16-11' 33 33 D 24.-10' 37 37 E 29Y 35 35 E 2f-7 37 37 E 13 13 5-1• S-7 1e3 33 33 E 23-10' 38 38 E 19-11' 35 35 E 23-2' 38 38 E 14. 1f fY f-ta 1Sd 34 94 E 27.11' 38 38 E 19S 30 30 E 22-C Se sa E 15 1S 9d TSS 34 34 E 27S 39 9D E led 30 38 E 21'-7` 3B 38 E iC 16 14'd 34 34 E 21•d 39 ' 39 E 17-1/' 31 97 E 29.11' 39 39 E 1T 17 1f3 35 35 E 29-1P 3D 32 E TTS 37 37 E 293 39 SD E 1e IV 13-1a 35 35 E MJ' 40 40 E 1e-11• 37 37 E 1pd 9D 3D E ti 1B 13S90 90 E 19-d 40 40 E 19-W 9e SB E TPS 10 10 E 217 t3-1' 38 96 E 18-7 11 11 E 221• 21' 17-r 97 37 E 194r41 It E DO MRI VVIND.SPEED 17 LESS W MPH VVR4DS10 17 OR LESS -U 15-1* 25 21It 41 Ily-rS. 1 2Td 32 32 C 374* 33 33 D 9-1' 15 22 A 1C-1' 20 27 C 13d 27 72 B S 133 1911' 13-r 114• 20 24 B 25'.1' 33 33 0 293 35 36 D e-1• 25 23 A 1S-1' 25 28 C 124' 27 22 C e IT I7'4* 9-11 11'4 t9$ 20 25 B 34 0 2T-1' 36 38 D T4' 23 23 A tf4* 23 28 C 113 25 23 C T T 9S TF 9$ 19-? 29 28 C 19-1' 32 32 D Zed 38 38 E 233 34 38 3e D C-11' 23 23 B 13-1• 2D 28 C 19d 28 73 C 8 IT C3 74' a -1a ed Td 9-W 94' 25 Z7 20 27 C C 1T•10' 1e -1a 32 33 32 33 D D 2e-7 2C -r 37 37 37 37 E E 21'Y 20'd 34 35 34 35 D D 25W 23-tD• 37 97 E 6-T 25 24 8 174• 30 30 C t9-1' 29 24 C P 9 19 a -r e•1' SS eY 94* 27 27 C M'-11• 33 33 D ZT-r 3e 3o E /9S 30 38 D 27d 38 38 E 9-T 25 ?a C 19 17 11' Q4* f-11• QS C-• 28 28 C 153 34 34 D 27-C 39 39 E 1Cd 30 36 D 21'-r 38 38 E 17 17 sd 90 Sd ed 29 2D C 1f -T ' 35 35 D 211 39 39 E 17Y 37 37 E 29$ 39 39 E 13 13 5'-1' SS 1f4* 35 35 D 29d40 40 E 174* 37 37 E 19.10' 39 39 E I4 1f fY f -1P 13d38 SO D Iw-r 40 40 E teS 36 30 E 19-1' 40 40 E 15 is fd 134* 36 30 D 19-1' 41 41 E 1S-ta 38 30 E ted 41 41 E IV 1Z -T 30 38 E led 42 42 E 154• 3B 39 E 1T-11' 41 41 E 7 17 173 37 37 E I7-11' 42 42 E If -11• 99 39 E 1T -C 42 42 E 1C IB 11'-11• 37 37 E 1e-11' 42 42 E tW4r 40 40 E to-ta 42 42 E 1P w Se E led 43 43 E 1Y-1' 41 41 E I" 43 43 E 20 291p 11'it'-r3 37 37 E IV-- 43 43 43 E 11'4* 38 38 E 1S4r 43 q 27d 31 3D E M -1I• 32 31 E ST 22 to B TTY 27 25 C 19d 25 19 C S S 9.11' sd T-1' p4* 25 22 C 20'-11• 31 31 E 7S4' 33 33 E SS 72 17 B 11-0• 25 25 C 9-1' 25 21 C e IT SY CY S-11• Cd 25 23 C 35 30 E low 32 32 E 24d S1 34 E S-1' 23 10 B p-11' 25 25 C ed 25 21 C 7 T e f•11' S-1' a -t• 7d 75 24 24 24 C C 19-1' 1T -1P 32 32 32 32 E E ffiY 2947 37 37 E 16-1' 33 S9 E 21•11 35 35 E fS 23 18 B ed 25 25 C T -IT 23 21 C e p TS 25 25 C 1e -1a 9S 99 E 2fd 37 37 E 1T-1' 34 34 E 29d S0 30 E 1p9 19 7-T 20 25 C 1S -1i• 33 33 E 23'.4 38 38 E 1eS 35 35 E 19d 37 37 E 11' 11' a-11' 25 25 C 1S3 34 34 E 27d 3930 E T SS 30 38 E Wer 36 3e E 17 17 94r27 27 C 1f•T 35 35 E 211-C 39 30 E IW -W 35 30 E 1T-11' 39 39 E 13 I3 14.4* 35 36 E 29d 40 40 E INZ 37 37 E 173 39 so E 1f 1f 13d 30 S0 E 19Y40 40 E 13d 37 37 E 1e -r 4D 40 E 1S 1s - 134* b 30 E 1P-1• /1 41 E 13S 38 35 E te4* 41 41 E 1 1e p ed I 9D 3D / d A2 4222 17-V 77 23 C 25 Ir r 217-r 30 20 E 254* 32 37 E SS 22 10 B tl'S i0 21 C S S 5•r 'f8' f -T sY e4'25 22 C teY 30 30 E =-W 32 32 E 14• 22 18 C 9-C 25 24 C P 9 T fY 7-11 Td 23 23 22 29 C C 19-1' 32 32 "E 29-V35 35 E 774' 31 31 E 21'-1• 33 33 E e e 7S 24 24 C 17-1a 32 32 E 217-T 36 36 E Ie3 32 32 E 19Y 34 34 E 9 e -IP 25 2A C 1e-1? 33 33 E 2f -r 37 37 E 1S -C 33 33 E 16-r 35 35 E 19 19 ed 25 25 D 15-11' 33 33 E 23S 30 38 F 1 C4 34 34 E ITd 90 30 E 11 11' eS 20 25 D 153 34 34 E 224 39 90 F 13-1a 34 34 E 1e -IT 37 37 E 1T 17 e3 77 27 0 If -T 35 93 E 21'd 39 3D F 133 36 95 E to -1' 9e 35 E 13 13 14.4* 35 35 E 29d 40 40 F 17Y 30 36 E iSd 39 3D E I4. I4. 134r 38 30 E 19Y b b F 173 37 37 E tf-11' 30 90 E 15' 1S 134* 3e 9- • 4 1 F 1,a 37 97 1fS 40 40 EOUNALEM FOOlER4 Y CCM NONCOIL STRAINED STRAINED 14 f0 10 20 20 22 21 23 22 24 D 2e 24 Z7 25 29 20 31 V a m 35 29 3e 30 3e 31 31 32 40 33 41 54 u 35K 30 b 37 41 34 Y THIS TABLE MAY BE USED WRIT COMMERCLAL PATIO OR LATTICE SIRUCTL RES 18 2003 �lVl� 1114400 ALL PRO UTP ELKHART IN 46514 KDO ES EVALVATION REPORT ER -2621P M[AOER SPAM. COL111N SPACNC, ro6rtR sac Ano cotuw+ TYPE row FL ATO STRUCiVRES ATTACIEO AI[T z of a DATE:: s 2000 'In COCCCTAkIRIeIn AAI/% ATTA1`UCr% DATIf% Md If`TI IO=C LIVE TRI IM COLU.M SPACING r SOUMRE STEEL HEADER r ROLLFODIED C a FAY ! IPRCUiORWEDCWM 6-15RAM U7BOUA+IEALAA+ It mr ROLLFORMED HEADER ALASKAN EXTRUDED TEN" 51?ODRUOEDHFADER TRIG LOAD MORIN FOR ATTACHED PATIO WIDTH WNL CONS FOOTER SIZE WA .-OW. r3oTER /TSE MAX COILS. FOOTER SM WL COIR. WOTEX SQE MUX CONS. FOOTER SIZE MAX. .FOOTER SVE HMR CONS. FOOTER 9QE WR, CC H& FOOTM 170 J ON" COLON COLUW COUAN COLUMN OOLIAPI COUAM COIIYI COLUMN THIO4 FREE ATTACHED FREE ATALH® FREE ATTACHED FREE ATTACHED FREE ATTAOIED FREE A1TN7ED FREE ATTN)® FIIEE ATTAOIEO 27 23 SPACING 8P(.CMD SPACNO 9PAC41D SPN:NO 9PACSA SPACING 8IN7q 27 USM COUAH A' ALL FT11 FT V FIR FTI A41 FT1 FT11 ML FIR 28 1!L FTR Fill III. FIR FTR B F7T/ FTR MN 25 FTII AIN 25 28 WUL COL WOTN OTHERS 25 V Y7 COL 6.2 Y V COL. 9-11' V 7 004 94128 IT V COL 10 V Yf COL 1 25 Y Y Da. 27 H7 17 COL. . Y7 IT COL. 64' 25 2S 60 fOd ON btM n c 64' 719E 27 c 2D TYPE 64' 25 2D TYPE 10-2 2e 21 TYPE 9-r 25 21 TYPE 15 S4' 6-101 TYPE 20 8 9.1• TYPE 22 c 64' TYPE 22 SO 4 5-10' C-10• E Sd 25 20 c 23 C 74 23 22 c , 70 c4a, 23 2DB 1e rd 23 23 c SQ' 22 15 c 1114• 28 22 C 9-r 25 1e C 4' c 5 4'd 23 C-101 TAT 23 21 C 1e 1a 19 25 23 c 64• 25 16.10' 30 28 E 27-tD 31 30 E C-10' 22 15 C 93 25 22 C BS 25 19 c S B 8 25 21 c r3 23 22 c 21 SO S3 22 19 B 6S 25 1r-2 30 30 E 201'-10• 32 32 E C4' 22 15 c r-10• 23 71 C TS 23 19 c E r4' 7 26 21 21 T -W 23 22 C 163' 31 31 E 2S -r 34 34 E 15-11• 31 31 E 194' 32 32 E 22 c 25 90 9.1P 23 2D C r 25 8 C 10-T SF 23 23 c 1r4' 32 32 E 2C-1' 38 38 E 14'-17 32 32 E 19.1' 34 34 E 20 c r4or 23 19 C 541 s -r 22 1e a 9 23 8 c ra 23 ed 25 24 D 16-iP 33 33 E 2T-1• 37 37 F 14'4- 33 33 E 1r0 35 35 E S3 23 21 c S -r 23 21 c 60 9 10 s -r 23 63 25 25 D 163' 34 34 I E 274' 38 s0 F 17-C 33 33 E 19.7 35 35 E S4' 22 19 c 5-10' 22 19 C 11 60 641 28 25 D 1S4' 34 34 E 21'-r 38 38 F 174' 34 34 E /SS 36 38 F 0-11' 22 1 1e c 11' 12 5-101 26 25 D ISS 55 35 I` E 21'4' 39 39 F 17-r 36 55 E I r r 37 37 F 17 13 14'-1P 38 38 E 2013 40 4D F 11'4' 38 38 E 14-2 38 38 F IT 14 14'4' 37 37 F 194' 40 40 F 11'3• 39 58 E 13d 38 38 F C C 6 T -r 23 21 c 16W 29 27 E 19-1P 30 20 E 4'8 22 1s C r-1' 23 20 c r -r 23 i6 C S 6 6$ 23 21 c 1f-11' 29 29 E 19-7 31 31 E ES' 23 /8 c 9 7 63 23 22 D to -r 30 30 E 27-iP 33 33 F is -IT 30 30 E 164' 32 32 E r 8 6-1' 23 23 D 15-10' 31 31 E 21'-10' 34 34 F 17-11' 31 31 E 1S4' 33 33 E 9 9 S-10' 25 23 D IT -T 32 32 E 21'4' 35 35 F 17,7 31 31 E 14'-101 33 33 F 9 10 S -r 25 24 E lC4' 33 33 F 20'31 37 37 F 11'-r 33 33 E 1C4' 34 34 F 19 1I S3 28 25 E iC3 34 34 F 194' 37 37 F 11'4' 33 33 F 17-r 35 35 F 11' 1 S4' 28 25 E I 13-10' 1 94 34 F 19-1' 38 38 F 19-r 34 34 F 4-10" 35 1 35 F 17 24 C 1 c Ir 5 63' 23 20 D 133 28 27 E 163' 30 30 E S$ 22 17 D S a 5.10• 22 20 O 173' 29 29 E 1C-19 31 31 F 6 7 S -r 23 21 E /C4 31 31 E 19-11' 35 35 F 1114' 30 30 E 134'33 33 F r 6 S4123 22 E 13-10' 32 32 E 19-1' 38 38 F to -r 32 32 F 17-19 34 34 F 9 9 S-1' 25 23 E 134• 34 34 E 194' 39 39 F 194" 33 33 F 17.7 38 38 F 9 10 -11' 25 22 E 17-1P 34 94 E 1r4'40 40 F 94' 34 34 F 11'335 35 F 19 COL COLUMN SCHEDULE FOR ATTACHED PATIO BTRIX.TIES MAX COL Hmrr A 0.@Pi 5'SQAR NU.M CO 1 /1'd e U7BOUA+IEALAA+ 10 LOAD WIDTH SCROLL COUAN 4 a 0.07ri PaOLAREALWCOLUN 11-4' C 7 C'LaFRLEW ALL" (LOW 170 D FLUTED MN ALUM 4037-M COLUALU40 170 E Y CLOWERIEAF STEEL DAN' 170 F r SOUAM STEM COtNAN 170 OSMWM STEELcaw1 Iz0 H SQUARE STEER OOUYI 170 J ! SOLACE STEEL COLON 170 COLUMN SCHEDULE FOR FREESTANDING STRUCRAtES AND INTERMEDIATE COLUM6 FOR ItRR4PAN STRUCTURES ODLUMH NOTES e•-rwxc uMNHEXI F lW MU.000MN LHGRI O 17 WAX COLIAN LENGTH H /z NAL Cd1W lE1GM TABLE 2A ALL COLUMNS MAY BE REPLACED VWDI A STRONGER COLD N W WAY SE REPLACED W/ BJ 7 MAY BE REPLACED" W, ETC LAEM F(IEI1POlATIpI FOIIALL ��,n[ T.nn UALldNEO OF MAXSCHEDULE COLUMN OAIPi SPACING SIZE ATS CA TYPE PAl1D TR715 riles 4RH1'i Pi!®,L� Offii7[lIEAOFA WE TRIS 5 CONS Siff LUX BOT GEM LOAD WIDTH 4 4 FREE ATTAIM FREE ATNA® COUAN FTEf ATTAUm FTR FTII TIL FTR FTI FTR TIL 5 SPACSG Flit AK WA WA N 7 COL Yr T M. Yf Hl COL 7 WA WA WA TYPEIN TYPE 6 TYPE T04901N ININDSPEED 1F89 THIO4 WA WA 8 a 7 10 4'4'17-1' B 27 23 A 194' 20 24 B 133' 27 23 B WA S4' 10T 28 23 B 17-71 27 25 B/1' -1P 2e 24 B R 94104M 10 25 24 B 11'd 28 25 C 1014' 26 25 8 B 70 9-11 25 25 B 19-r 25 28 c 1014• 2s 25 C 11 941 6.2 2525 910 B 9-11' 28 2e c 94128 13 2E c 10 U -M r3' 25 25 8 94' 27 27 c 6-101 20 . C 13 1014' 64' 25 2S e 9-101' 77 n c 64' n 27 c 2D f4• 64' 25 2D B 10-2 2e 21 c 9-r 25 21 c 15 S4' 6-101 23 20 8 9.1• 25 22 c 64' 25 22 C 14 64' Sd 22 20 8 63 25 23 C 74 23 22 c , 70 c4a, 23 2DB 1e rd 23 23 c 73 23 23 C 17 64' s3'23 0 21 B &-v23 18 23 c 64'23 1e 23 c 1e 94'64125 17 17 1e 1a 19 25 23 c 64• 25 24 C 19 tD4' 2D 20 17 17 S3 25 21 C 5!4' 25 24 C 25 f4•E-11' 19 23 1a B 9-7 25 21 c V-7-25 19 2D c 21 SO S3 22 19 B 6S 25 22 c r -r 23 21 c 20 64' P -r 22 19 B r3' 23 22 C 74' 23 21 C 23 r4' 2D 26 21 21 63' 23 22 c 64' 23 22 c 22 641 23 29 24 24 S3 21 22 c SP 23 22 c 25 90 s-10' 25 22 c6-7 25 23 C 10-T IP -r 1 25 1 22 c 30 COS4' 22 17 a 64' 25 20 c r4or 23 19 C 541 s -r 22 1e a r -r 23 21 c ra 23 2D C 64• 9-1• 25 21 c 93 23 2+ Q T4' S3 23 21 c S -r 23 21 c 60 s -r 23 21 c 9 -IM 23 21 c b s4• 94' 22 to B 6-11• 23 1e C 6-1T 23 1e c S4' 22 19 c 5-10' 22 1B C 60 f -r 22 19 c s-11' 22 19 C tb l4' f4' 22 to I C 0-11' 22 1 1e c GENERAL METHOD FOR USING THESE TABLES 1 CHOOSE FREESTANDING OR ATTACHED, Cohoo RCNL OR PATIO STRUCTURE 2 CHOOSE PROJECTION, WIOK OVERHANG. WIND LOAD AND LIVE LOAD. 3 FIND TRIBUTARY WIDTH FROM TABLE 2.8 AND DRAWINGS ON 976012 OF'BTRUCIVRAL CONFIGURATIONS. 4 CHOOSE A PANEL FROM SHEET 1 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5CHOOSE A HEADER FROM SHEETS 23 THAT HAS ADEQUATE COLUMN SPACING. e115E THE FOOTER SEE SHOYW 7 FOR SINGLE SPAN ATTACH PATIO, USE THE POST SHOWN. LOOK AT THE TABLES PROVIDED FOR ALL OTHERS. B FIND THE OC SPACING OF WALL CONNECTIONS ON TABLE 6.5 9 FRED THE NUMBER OF PANG TO HEADER FASTENERS ON TABLE A OF 97CDD4 DETAJL'AE'. 10 FIND THE APPROPRIATE DIETALS ON f760M TO 97DD07. FOR OONCRETE PATIO SLABS FOLLOW 14 ABOVE 5 CHOOSE A COLUMN LENGTH F USING COLUMNA' (60 OR 104) a FOD THE MAXMAUM COLUMN SPACING ON SLABS FROM TABLE 21 7 CHOOSE A HEADER (TABLE 21 OR 25) THAT HAS THE SAME OR GREATER COLUMN SPACING FOR THAT TRIS WIDTH AND LIVE ATD VVUD LOAD 8 USE COLUMN TYPE IS OR STRONGER (UNLESS USNNO COLUM N'A ) 9 FOLLOW SIS 8, 0 AND 10 ABOVE R>RaJ. (FT) 8 7 e 9 10"' 11 12 13 14 15 1e 17 1a 18 20 21 22 23 24 25 21 29 29 30 31 32 33 34 35 30 97 35 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES FOR GIVEN PROJECTION AND OYHt/1AFIO OUNOED U .. _OVERHANG (FT) 0 1 2 r9 4 5 e 7 e 3 4 4 5 WA WA WA WA WA 4 4 5 5 WA WA WA WA WA 4 5 5 8 a WA WA WA WA 5 5 6 8 7 WA WA WA WA s 6 e .'..77 e WA WA WA 8 a 7 7. e B WA WA WA e 7 7 8 8 9 9 WA WA 7 7 6 a 9 9 10 WA WA 7 0 e 9 R 10 10 11 WA a a 9 9 10 10 11 11 WA B 9 8 10 10 11 11 12 12 9 9 10 10 11 11 12 12 13 910 10 11 11 12 12 13 13 10 10 11 11 t2 12 13 19 14 10 11 11 12 12 13 13 U 14 11 112 12 13 13 14 14 16 11 12 12 13 13 14 U is 15 t2 12 13 13 14 14 15 15 19 12 13 13 14 14 15 15 to 1a 13 13 14 14 15 15 10 10 t,; 17j 17 11 13 14 14 14 14 15 15 IS 15 1a 1e /0 17 17 , 1415 15 to 1e 17 17 a 1 15 15 10 1e 17 IT 1a 0 15 1a 18 17 17 1a 1e 0 1e 10 17 17 1e 1a 19 19 to 17 17 1e 1e 19 19 2D 20 17 17 18 1e W /9 . 20 21 171e 1a 19 19 2D 20 21 21 t8 /e 19 19 20 2D 21 21 22 10 19 19 2D 20 21 21 22 22 19 10 20 20 21 21 22 72 29 19 202D 21 21 22 72 23 23 2D 26 21 21 22 22 23 23 24 20 21 21 22 22 23 29 24 24 21 21 22 22 D - a 24 25 THIS TABLE MAY BE USED FOR COIlA®iCIL. PATIO OR LATTICE STRUCTURES APR 18 2003 N 3-0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES LIVE LOAD TRIG WIDTH 3. 1 1� A' I — I Y 1 p[AH I 1 O' 1 "— 1 LIVE LOAD TRIS WDTH 2* CLOVER— SWRL H4D[R 37 p' pMCL O — 1 O' f t, O — TMB WIDTH 1111X. CONS. FOOTER SIZE YAl( CONS. FOOTER SIZE MAIL OONB. FOOTER S� MAX CONS. FOOTER 6� MAX CONS. FOOTER SIZE .MAX CONS. FOOTER SIZE 18 253' COLUMN FREEBTANDI. A1T COLUMN FRffSTANOD(3 ATT COLUMN FREESFAIDWG ATT 28 30 COLUMN FREESTANDING ATT COLUMN FREESTAN0010 ATT COLUMN FREE917ANDING ATT S X22 26 SPACING FOOCBI V FTR SPK7lKi FOOTER Y FTR SPACING FOOCER"r M FTR 28 31 6PACAIG FOOTER X FTR SPACING FOOTER -W FTR SPA NO FOOTER Y FTR 33 35 30 S UIDI N[3C,Irt5 V 9-11" COLUMN HEXiM3 9T 22 ODLUIB/ HEONTS V 25 19 23'3 COLUMNNEKaIlTS V 27 COLUMN 1F]GNTS V COLUMN HsOHTS 'V 26 37-3" 29 30 6T 11' 19 16 34 6T /1' 19 16 5' 6T 11' 1S 19 29 2V -1,V 28 LT 11' 19 1C 29. 6'7- It' 19 1ff 77' 11' is- 16 251" 20 4' 3. 1 1� 26 28 30 31 24 29-0' 27 29 31 37 28 401-11' 29 31 34 s6 29 20 4' 99 20 22 24 25 18 253' 26 28 30 31 25 34' 8 28 30 33 34 27 d' 5 S X22 26 27 29 31, 26 29-11" 27 28 31 133 32 27 3T -i1" 30 31 33 35 30 S 5' 9-11" 20 22 24 25 19 23'3 26 27 29 31 26 37-3" 29 30 32 34 29 5' 201-11" 29 2V -1,V 28 28 29. 30 28 251" 28 28 30 31 28 3S9'32 37 32 31 34 32 9-2" 23 6 9-2" 20 22 24 25 20 22-0'" 27 27 29 30 27 3014' 30 30 32 33 30 6 28 t,s� df .27 27 28 29 27 236 29 29 29 31 29 333" 33 33 33 34 33 24 T T$ 20 21 22 23 20 201-11" 28 28 29 30 28 26-i0" 31 31 31 33 31 T 30 9 T 19=14 28 28 28 29 28 21'-11" 30 30 30 30 30 31'-1" 34 34 34 34 34 26 9 r- T 21 21 22 33 21 201-0" 29 29 29 29 29 2T6 32 32 32 32 32 9 31 33 29 28 28 28 29 28 2016 30 30 30 30 30 294" 34 34 34 34 34 28 9 66 21 22 24 25 21 19-2" 30 30 30 30 30 26-r 33 33 33 33 33 9 33 �1cr 16-2" 29 29 29 29 29 1948" 31 31 31 3131 33 279' 35 35 35 35 35 22 to 64" 22 22 24 25 22 19-2" 30 30 3D 30 30 25-T 34 34 34 34 34 to 30 it' 15'3 30 30 30 30 30 1947 31 31 31 31 31 28-2' 35 35 35 30 35 14'-0" 11' 6-0" 21 23 25 26 21 1T4' 31 31 31 31 31 24'5' 34 34 34 34 34 11' 17-11" 12 1d'9' 30 301,301 32 30 30 1T-11" 32 32 32 32 32 25-1" 26 28 30 21 13'3 29 12' 6-r 21 23 25 26 21 16-T 31 31 31 31 31 24'-1' 36 36 36 36 36 1713 33 33 14'-2" 31 31 31 31 31 1T3" 33 33 33 33 33 24'-1" 36 36 36 613'5622 29 29 29 31 29 24 26 27 22 15-11" 31 31 31 31 31 234" 38 36 36 36 36 1314' 33 33 136 31 31 31 31 31 16-r 33 33 33 33 33 23-2" 1 37 1361361361338Ir37 37 37 3714' 30 30 31 S1" 22 24 26 27 22 164" 32 32 32 32 32 276" 36 36 35 36 36 14'1S 34 34 13-2" 31 31 31 31 31 164T 34 34 34 34 34 273 37 37 37 37 31 32 13 S-2" 23 25 27 28 23 1 AIT 32 32 32 32 32 21'5" 37 37 37 37 37 1S16 34 34 1747" 31 31 31 31 31 1S6 34 34 34 34 34 21'•8" 37 37 37 37 32 31 16 S4r 24 25 27 28 24 14'4" 33 33 33 33 33 21'-0" 37 37 37 37 37 16 20 4' 24'3" 30 32 34 36 24 294T 31 33 36 37 26 396 33 36 38 40 29 20 4' 95" 23 25 27 28 18 233" 29 31 34 35 24 34'-1" 32 35 37 39 27 4' 31 5 276 29 31 34 35 26 26-11" 30 32 35 37 27 354" 32 35 37 39 30 36 S 8'-11" 23 25 27 28 19 201-101' 29 31 33 35 25 3016 32 34 36 38 28 S 36 6 201-11" 29 31 33 35 27 254" 30 32 34 36 28 3737 32 34 37 39 31 33 9 9-2" 23 25 27 28 20 1947 28 30 32 34 26 27'-10" 30 32 35 37 29 6 37 T 194' 28 30 32 34 27 2Y -r 29 31 34 35 29 29-10' 31 33 36 37 31 13 T TS 22 24 26 27 20 1T-7" 27 29 31 33 26 25-9" 30 32 34 36 30 T 35 9 19-1" 28 30 32 34 28 21'-11" 30 31 33 35 30 2T-11" 32 32 35 37 32 37 8' Tor 22 24 26 27 21 163 27 29 31 33 27 24'-1" 31 32 34 36 31 9 33 9 1T-1" 29 29 31 33 29 2014r 30 31 33 35 30 264" 33 33 35 37 33 134" 9 66 23 25 27 28 21 15-W 28 28 30 32 28 27-9" 31 31 34 35 31 9 24 101 19-2" 29 29 31 33 29 194' 31 31 32 34 31 2S-0" 33 33 34 36 33 26 to 61" 23 25 27 28 22 14'5" 28 28 30 32 28 21'-r 32 32 33 35 32 to 30 11' i63 30 30 30 32 30 195" 31 31 32 34 31 24'4" 34 34 34 36 34 11' 6-0" 25 26 28 30 21 14'-0" 28 28 29 31 28 2a -r 32 32 33 35 32 11' 31 17 14'-9' 30 30 30 32 30 17-11" 32 32 32 33 32 23.8" 35 35 35 35 35 23 17 59' 25 26 28 30 21 13'3 29 29 29 31 29 19-8" 38 33 33 34 33 17 19 13 14'-2" 31 31 31 32 31 173" 33 33 33 33 33 22'-6' 35 35 35 35 35 26 13 S6 26 27 29 31 22 17-11" 29 29 29 31 29 .18-11' 33 33 33 34 33 13 20 14' 1348" 31 31 31 31 31 16-r 33 33 33 33 33 21'4" 1 36 36 36 36 36 14' S4" 26 1 27 29 31 22 12'3 30 30 30 31 30 -193" 133 34 34 34 34 34 14' 15 13-2' 31 ,31 31 31 31 164r 34 34 34 34 34 21'-0" 37 37 37 37 37 15 S-2" 26 28 30 32 23 1747 31 31 31 32 31 1T-7' 34 34 34 34 34 1S 19 1747' 31 31 31 31 31 1S6 34 34 34 34 34 274" 37 37 37 37 37 19 5'47 26 28 30 32 24 11'-r 131 31 31 32 31 1T-0" 35 35 35 35 351 16 20 4' 24'3" 30 32 34 36 28 29-0" 31 33 35 37 30 401-1" 34 36 39 40 34 20 4' 947 23 ZS 27 28 21 23-r 28 31 33 35 28 34'-T 32 34 37 39 32 4' 31 S 276 30 32 34 36 30 26-11' 31 32 35 38 31 .35'-10" 35 35 37 39 35 36 S 9-11" 23 25 27 28 22 21'-1' 29 30 33 34 29 301-11' 33 33 36 38 33 S 36 6 201-11" 31 31 33 34 31 251" 33 33 34 36 33 378" 36 38 37 38 36 33 6 8'-r 23 25 27 28 23 19-3" 30 30 32 33 30 28'3" 34 34 35 37 34 9 37 T 194" 32 32 32 33 32 236 34 34 34 35 34 301-3 37 37 37 38 37 13 T T6 23 23 25 27 23 1T-10" 31 31 31 33 31 29-2" 35 35 35 36 35 T 35 6 19-1" 33 33 33 33 33 21'41" 34 34 34 34 34 291" 38 38 38 38 38 37 9 Tor 24 24 25 27 24 168" 32 32 32 33 32 243 36 36 36 36 36 9 33 9 1T-1" 33 33 33 33 33 2016 35 35 35 35 35 298' 39 39 39 39 39 134" 9 66 24 25 27 28 24 169' 32 32 32 32 32 23-1' 37 37 37 37 37 9 24 is 19-2' 34 34 34 34 34 198" 36 36 38 38 38 254" 39 39 39 39 39 26 101 64" 25 25 27 28 25 14'-11" 33 33 33 33 33 21'-10" 37 37 37 37 37 to 30 11' 163 34 34 34 34 34199' 30 36 36 36 36 36 24'-101'4o 27 40 40 40 40 11' 6-0"25 26 28 29 25 14'-3" 34 34 34 34 34 201-101'38 35 38 38 38 38 11' 31 17 14'9' 35 35 35 35 35 1T-11" 37 37 37 37 37 23-10" 41 41 41 41 41 23 12' 39' 25 26 28 29 25 13-r 34 34 34 34 34 201.0" 38 38 38 38 38 12' 19 13 14'-r 36 36 36 36 36 173" 38 38 38 38 38 27-10" 41 41 41 41 41 26 13 56 26 27 29 31 26 13-1" 35 35 35 35 35 19-2" 39 39 39 39 39 13 20 1d' 138" 36 36 36 36 36 19-r 38 38 38 38 38 27-0"42 42 42 42 42 14' S4"27 27 29 31 27 17-r 35 35 35 35 35 18'6" d0 40 40 40 40 14' 15 13.2" 37 37 37 37 37 16-0" 39 39 39 39 39 21'8" 43 43 43 43 43 15 S-2" 27 28 30 32 27 12'-2" 36 36 36 36 36 1T-1 a' 40 40 40 40 40 15 19 175".36 36 36 38 36 16-7 39 39 39 39 39 201-T' 43 43 43 43 43 19 6d 28 2813D 32 28 11'-9" 35 35 35 35 35 173 41 41 41 41 41 19 25 4' 276 29 31 34 35 90 MPH EXPOSURE 29 C S 201-7' 29 31 33 35 29 25'-0" 31 32 34 36 31 3637 35 35 37 39 35 4' 276 33 35 38 40 28 24'-11" 34 36 39 41 29 301-r 36 5 201-1" 33 35 37 39 30 274" 33 35 38 40 31 274" 35 6 191" 32 34 37 38 30 20'4" 33 35 37 39 32 24'-11' 34 T 1T4T 31 33 36 37 31 19-ta' 32 34 37 38 32 23-1" 35 9 15-11" 32 32 35 36 32 176 33 33 36 37 33 21'-r 35 9 15'-0" 32 32 35 36 32 16-r 34 34 36 37 34 2174" 36 to 14'-2' 33 33 35 36 33 159' 34 34 35 36 34 191" 37 11' 136 34 34 34 35 34 1S9 37 25 101 6-7 35 19-ta' 37 17 13-0" 34 34 34 35 34 14'3 36 36 36 36 36 19-1" 38 13 173 35 35 35 35 35 13-10" 1 135,35,35,36, 36 36 36 36 36 tr4" 39 1 14' 17-0" 35 35 35 35 35 134" 37 37 37 37 37 19-8' 39 1S 11'-r 38 36 36 36 36 17-10" 37 37 37 37 37 16-2" 40 25 4' 276 29 31 34 35 90 MPH EXPOSURE 29 C S 201-7' 29 31 33 35 29 25'-0" 31 32 34 36 31 3637 35 35 37 39 35 ^ 6 199' 30 30 32 34 43 31 20 4' 947 27 28 31 32 21 1T-11" 31 33 36 37 26 2V-3' 42 33 16-e S 99 27 28 31 32 22 16-0" 30 32 35 36 27 236" 41 33 16-1a' 35 35 35 35 6 8'47 25 27 29 30 23 14'-7' 30 32 35 36 28 21'3 40 35 14' T TS 25 27 29 30 24 13-6 29 31 33 35 29 19-10" 39 35 25 9 6-11" 25 27 29 30 24 12'8" 30 31 33 35 30 19-r 39 36 27 9 6-r 27 28 31 32 25 11'-11" 30 30 32 34 30 176 38 37 25 101 6-7 27 28 31 32 26 11'1' 31 31 32 34 31 19-r 38 37 26 11' 5'-11" 28 30 32 34 25 101-9" 3131 30 32 34 31 15'-101' 311 38 29 17 64" 28 30 32 34 25 1014' 32 32 32 34 32 15-2" 39 39 32 13 SS 29 31 33 35 26 9-11" 32 32 32 32 32 14'6" 39 39 21 14' 63" 29 1 31 33 35 27 9-r 33 33 33 33 33 14'-0" 40 40 28 1S 9-1" 30 32 35 36 27 93' 33 33 33 33 33 134" 40 40 23 16 4'-11" 30 32 35 36 28 9-11" 33 33 33 33 33 13-1' 25 4' 276 29 31 34 35 28 26-11' 30 32 35 37 29 37'-11" 33 35 38 40 33 S 201-7' 29 31 33 35 29 25'-0" 31 32 34 36 31 3637 35 35 37 39 35 ^ 6 199' 30 30 32 34 30 279' 32 32 34 35 32 3Y-2' 36 36 37 39 36 T 171" 31 31 31 33 31 21'-1" 33 33 33 35 33 29-V 37 37 37 37 37 " 9 163' 32 32 32 33 32 195" 33 33 33 34 33 2T-10" 37 37 37 37 37 9 16-e 32 32 32 32 32 18'-r 34 34 34 34 34 263" 38 38 38 38 38 1a 14'4" 33 33 33 33 33 176 35 35 35 35 35 24'-11" 39 39 39 39 39 11' 13-10" 33 33 33 33 33 16-1a' 35 35 35 35 35 23'•6" 39139139139 39 17 133" 34 34 34 34 34 19-1" 35 35135135 35 276 40 40 40 40 40 13 12'9' 34 34 34 34 34 154" 36 36 38 36 138 36 21'8" 41 41 41 41 41 14' 173" 35 35 35 35 35 14'-11" 37 37 37 37 37 201-101' 41 41 41 41 41 19 11'-101' 35 35 35 35 35 14'3 38 38 38 38 201-7 42 42 42 42 42 38 40 31 S 37 39 32 6 37 38 33 T 37 38 34 9 36 37 34 9 36 37 35 to 35 36 35 11' 36 36 36 36 12TABLE 3.2 37 37 37 37 13 ALL FOOTERS LISTED ARE CONSTRAII 37 37 37 37 14' TO USE NONCONSTRAINED FOOTERS 37 37 37 37 1 15 SEE TABLE ON SHEET 2 OF 8 S 94" 6 1/D' [%TRUO[O H6AO[R MAX. CONS. FOOTER SIZE 21 21'-1" 28 30 COLUMN FREESTANDING ATT 29 ip SPACOq FOOTER "B' 1 FIR 6 T4" 22 COLUMN HEIGH V 25 27 22 6'T 11' IS 1S 70 MPH EXPOSURE B 20 9 11'-2' 21 23 25 26 19 23 9 1a6 21 23 25 28 19 33 101 1a4T 20 22 24 25 19 23 11' 96 21 23 25 26 20 33 12' 9-1" 21 23 25 26 21 25 13 641" 22 24 26 27 20 32 14' 93 22 24 26 27 21 25 16 9-1" 23 25 27 28 21 33 16 T -11r, 2325 37 37 27 26 21 26 1T 7-7"24 1 25 27 29 21 70 MPH EXPOSURE C 20 9 11'-2" 25 26 28 30 19 28 9 tab 25 26 28 30 19 38 101 ta4r 23 25 27 28 19 25 11' 96 25 26 28 30 20 39 17 9-1" 25 26 28 30 21 26 13 99' 26 27 29 31 20 40 14' 9.5' 26 27 29 31 21 26 1S 9-1" 26 28 30 32 21 40 16 TAM 26 28 30 32 21 1T T -r 27 29 31 33 21 90 MPH EXPOSURES 20 9 11'-2" 24 26 28 29 22 9 1016 24 26 28 29 22 to 19-M 23 25 27 28 22 11' 96 24 26 28 23 23 17 9-1" 24 26 28 29 24 13 99'25 27 29 31 24 14' 63 25 27 29 3124 15 8'-1" 26 28 30 32 25 16 T-10" 26 28 30 32 24 1T 7-7' 271 29 31 133 25 90 MPH EXPOSURE C 20 9 11'-2" 28 30 32 34 23 9 tab 28 30 32 34 23 101 1014T 27 28 31 32 23 11' 17 96 9-1" 28 28 30 30 32 32 34 34 2 13' 9-9" 29 31 33 35 14' 93 29 31 33 35 70 MPH EXPOSURE B AND C 25 9 101-0" 23 25 27 28 1 9 9S" 23 25 27 28 19 to 9-11" 23 25 27 28 19 11' 96 25 26 28 30 19 17 9-2" 25 26 28 30 20 13 T-10" 26 27 29 31 20 14' T6 26 27 29 31 20 iS T-3' 26 28 30 3220 16 Tor 26 28 30 32 20 36 36 36 36 12TABLE 3.2 37 37 37 37 13 ALL FOOTERS LISTED ARE CONSTRAII 37 37 37 37 14' TO USE NONCONSTRAINED FOOTERS 37 37 37 37 1 15 SEE TABLE ON SHEET 2 OF 8 S 94" 22 23 25 27 21 21'-1" 28 30 33 34 29 29-11" 33 33 35 6 T4" 22 23 25 27 22 193" 30 30 32 33 30 29-2" 34 34 35 T 99' 22 23 25 27 22 1T-101 31 31 31 33 31 26-2" 35 35 35 9 64" 23 23 25 27 23 166 32 32 32 33 32 24'3 36 36 36 9 6-0" 24 25 27 28 24 15-9' 32 32 32 32 32 23-1" 37 37 37 117 66 25 25 27 28 25 14'-11" 33 33 33 33 33 21'-101' 37 37 37 11' S3 25 26 28 29 25 14.3" 34 34 34 34 34 2a-10" 38 38 38 17 6-2" 26126121112111 28 13'-r 34 34 34 301 34 2a4r 38 38 38 13 4'-11" 25 27 29 31 25 13'-1" 35 35 35 35 35 19-2" 39 39 39 14' 4'9' 26 27 29 31 26 17-r 35 35 35 35 35 1 196" 40 40 40 16 d' -r 26 28 30 32 26 17-2' 36 38 38 36 36 1T-10' 40 40 40 33 534 1 6 35 r 36 9 $(Cs 37 9 1140 ALL PRO DRIV 37 to ELKHART IN 46514 38 11' ICSO ES EVALUATION REPORT CP -2621P 38 12' HEADER SPANS, COLUMN SPACIPG, FOOTER SIZE AND COLUMN TYFE TOR 39 13 FREESTANDING AND ATTACHED 4O 14' COMMERCIAL STRUCTURES $HCET 4 OF 6 DATE: 2/8/2000 APR 18 2003 No, 16273 E/o 6-D-915' MAR 0 LIVE VMS a ' 1 t4M 'Y I t[/u. 10' I t[AM INE LOAD TRIG VIIOTN i• OLOv[RLw tT[4 H4D[R t' tT[[L O t[Aw I e• t1[[L O t[nr TRB 36 00118. FOOTER S� Wi OONB. FOOTEt 5� MAX DONS FOOTER8DE MAX DON& FOQIEt S7 ATT MAX ECIMS. F001ER M12E IMAX LbK4. F001E2 5� ATT NmfH 18'-10' 70 MPH COLIlIN A1Jpi1/0 Tr COLIMN A COLUMN 274' 33 COLUMN COLUMN FREEST A COLUMN 31 294T FTIt 37 ILOAOI*IDTHF-MAX 42 SPAOq 9 SPACNO SPALM3 4' SPACINGCOLUMN SPACING v SPACING 38 40 28 24'-11' mWov 36 caL v v 29 30-7 36 coL v 41 NEiCi1TS v oDLUMN v 25 P 90 23 , tr is to 27 er ' is tc er tr is is 23'3'29 236 31 ern is tr 35 trr tr is t[ er tr is to 9 4' 90 MPH EXPOSURE 35 C 39 28' 24'41' 34 36 39 41 29 31'3' 36 38 41 43 32 S 18'-10' 70 MPH EXPOSURE 37 C 29 274' 33 35 38 40 31 294T 35 37 40 42 33 9 1T-2" 31 25 4' 278' 33 35 38 40 28 24'-11' 34 36 39 41 29 30-7 36 38 41 43 31 25 4' 90 23 25 27 28 17 23'3'29 236 31 34 35 24 37332 9 34 37 39 27 4' 31 S 20-1' 33 35 37 39 29 27.4' 33 35 38 40 31 2747 35 37 40 42 33 16-r S 947 22 24 26 27 18 20-10' 29 31 33 35 25 29-11' 31 33 36 37 28 S 34 6 194' 32 34 37 38 30 2(74' 33 35 37 39 32 24'-11' 34 36 39 41 33 35 6 r -r 22 24 26 27 19 19-V 26 30 32 34 26 27-10' 30 32 35 37 30 6 38 T 1T -O' 31 33 36 37 31 19-10' 32 34 37 38 32 23-1' 33 35 38 40 35 174' T 641" 22 24 26 27 19 1T-7' 27 29 31 33 28 2547 30 32 34 36 3D T 34 9 15-11' 32 32 35 36 32 176 33 33 36 37 33 21'-T 35 35 37 39 35 33 9 94' 22 24 26 27 20 163 27 29 31 33 27 24'-1' 31 32 34 36 31 9 35 9 160 32 32 35 36 32 16-r 34 34 36 37 34 2174' 36 36 37 39 36 33 9 647 23 25 27 28 20 166 28 28 30 32 28 274r 31 31 34 35 31 9 35 IV 16-r 33 33 35 36 33 159' 34 34 35 36 34 194' 37 37 37 38 37 35 10 6$ 23 25 27 28 21 14'9` 28 28 3D 32 28 21'-T 32 32 33 35 32 10 31 11' 134r 34 34 34 35 34 1547 35 35 35 36 35 16-10' 37 37 37 37 37 31 11' Sb' 25 26 28 30 21 14'JT 28 28 29 31 28 20-7' 32 32 33 35 32 11' 17-10' 17 13-0' 34 341341351 34 17-17 34 14'9' 35 35 35 35 19-1' 38 38 38 38 38 17 S -T 25 28 28 30 22 13'9' 29 29 29 31 29 194r 33 33 33 34 33 17 13 176 35 35 35 35 35 13-10' 35 35 35 35 174' 38 38 38 38 38 13 4'-11' 26 27 29 31 21 17-11' 29 29 29 31 29 19-11' 33 33 33 34 33 13 14' 1747 35 35 35 35 35 135 13'4 38 36 36 1351 36 36 16-W 38 38 38 38 38 14' 4'47 26 27 29 31 22 12'3 30 30 30 31 30 193' 34 34 34 34 34 14' 1S 11'-7' 36 36 38 36 36 17-10' 36 38 36 36 36 16-2' 39 39 39 39 39 15' 4'-T 28 28 30 32 22 1747 30 30 30 30 30 1T -T 34 34 34 34 34 16 70 6 90 MPH EXPOSURE 5 170 MPH EXPOSURE C 90 MPH EXPOSURE C 30 4' 21'-1' 29 31 34 35 27 254' 30 32 34 38 29 364' 32 35 37 39 32 25 4' 947 27 28 31 32 21 1T-11' 31 33 36 37 26 263' 35 37 40 42 30 4' S 19-10' 28 30 32 34 28 27-10' 30 3134 35 30 373' 34 34 37 39 34 S 647 25 27 29 30 21 1647 30 32 35 36 27 236 33 35 38 40 31 S 6 1T-2" 29 29 31 33 29 20-10' 31 31 33 35 31 295' 35 35 36 37 35 6 74' 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 30 194' 32 32 32 34 32 273' 36 38 36 37 38 T 69' 25 27 29 30 23 13.6' 29 31 33 35 29 19-10' 33 34 37 38 33 .7 6 14'-10' 30 30 30 32 30 19-1' 33 33 33 34 33 2S$ 36 36 36 36 36 9 64' 25 27 29 30 24 17-8' 30 31 33 35 30 16-7' 34 34 37 38 34 9 9 I f4 r 31 31 31 31 31 17-07 33 33 33 33 33 24'47 37 37 37 37 37 9 647 27 28 31 32 24 11'-11' 30 30 32 34 30 17.-6' 34 34 36 37 34 9 10` 134" 32 32 32 32 32 19-2* 35 35 35 35 35 279' 38 38 38 38 38 10` 56 27 28 31 32 24 11'-4' 31 31 32 34 31 16-7' 38 36 36 37 36 10 11' 179" 32 32 32 32 32 163 35 35 35 35 35 21'6 38 38 38 38 38 11' S3 28 3D 32 34 25 10`4' 31 31 32 34 31 15-10'35 35 35 36 35 11' 17 17-T 33133133 33 33 14'9' 35 35 35 35 35 20-T 39 39 39 39 39 12' S3' 28 30 32 34 28 10`4' 32 32 32 34 32 1S -r3636 38 36 36 17 13 11'-8' 33 33 33 133 33 14'-T 36 38 36 36 36 19-10' 39 39 39 39 13 S-1' 27 9-11' 32 32 33 35 32 14'$3737 37 37 37 13 14' 11'3' 34 34 36 34 34 13'$ 36 36 36 36 36 19-1' 40 40 40 40 40 14' 129131133135 4'-11' 29 31 33 35 26 9-r 33 33 33 35 33 14'8'3737 37 37 37 14' .,,...�., [..o.,� 15 4'47 30 32 35 36 26 93' 33 33 33 36 33 13'4r]37137 37 37 371 15 4' 21'-1' 33 35 37 39 28' 24'41' 34 36 39 41 29 31'3' 36 38 41 43 32 S 18'-10' 32 34 37 38 29 274' 33 35 38 40 31 294T 35 37 40 42 33 9 1T-2" 31 33 36 37 30 20`4' 33 35 37 39 32 26-T 34 36 39 41 34 T 15-11' 30 32 35 36 30 19-10' 32 34 37 38 32 236 35 35 38 40 35 9 14'-10' 31 32 35 38 31 17$ 33 33 36 37 33 27-1' 36 36 38 40 36 9 14'-0' 32 32 33 35 32 16-r 34 34 36 37 34 20`-10' 36 36 37 39 36 10 134' 33 33 33 35 33 1697 34 34 35 38 34 194' 37 37 37 38 37 11' '174r 33 33 33 35 33 15.0`' 35 35 35 36 35 16-10' 37 37 37 38 37 17 17-2* 34 34 34 35 34 14'3 36 36 36 38 38 19-1' 38 38 38 38 38 13 11'487 34 34 34 35 34 13-10' 36 36 36 38 36 174' 39 39 39 39 39 S 135' 23 18'3" 28 30 32 34 26 22'3' 29 31 34 35 28 30-T 32 34 36 36 31 27 14'-10' S 1647 27 29 31 33 27 19-10' 28 30 32 34 28 27'3' 32 32 35 37 32 30 19.4' 1 6 14'-11' 27 28 30 32 27 16-T 30 30 32 34 30 24'-11' 33 33 34 36 33 31 32 T 13-10' 28 28 29 31 28 166 30 30 31 33 30 23=1' 34 34 34 35 34 17 4'4T 9 12'-11' 29 29 29 31 29 164" 31 31 31 32 31 21'-7' 34 34 34 35 34 _ 4'4' 9 17-T 30 30 30 31 30 14'-10" 31 31 31 32 31 20`4' 35 35 35 35 35 32 35 36 10 11'-7 30 30 30 30 30 14'4' 33 33 33 33 33 194' 36 36 36 36 36 31 33 35 11' 11'4" 30 30 30 30 30 133' 33 33 33 33 33 194' 36 36 36 36 36 29 31 17 10-T 31 31 31 31 31 17-10` 33 33 331331 30 33 lr-11-1371371371371 20 22 24 37 21 90 MPH EXPOSURE 9-7' C 22 24 25 21 10 9-2" 20 22 24 25 22 11' T9' - 40 4' 194' 32 34 37 38 27 2737 33 35 38 40 28 307 36 38 41 43 31 23 S 164' 31 33 36 37 28 19-10`' 32 34 37 38 29 274' 35 37 40 42 33 C 9 14'-11' 30 32 35 36 28 19-T 32 34 37 38 30 24'-11' 34 36 39 41 33 21 T 13-1P 29 31 33 35 29 164" 31 33 36 37 31 23-1' 35 35 38 40 35 _ 30 9 17-11' 30 31 33 35 30 1 S6 32 32 35 36 32 21'-r 35 35 37 39 35 23 9 17-T 31 31 33 35 31 14'-10' 32 32 35 36 32 204' 36 36 37 39 38 27 28 10 i V -r 31 31 32 34 31 14'.0`' 33 33 33 35 33 19-4' 37 37 37 38 37 21 11' i 1'-0' 31 31 32 34 31 136 34 34 34 35 34 1947 38 38 38 38 38 25 27 17 10-r 32 32 32 34 32 17-10' 34 3413 20 35 34 17-17 38 38 38 38 38 S 135' 23 25 27 29 28 163 25 .1u .ra S T4' 28 27-10' 6 173' 29 31 33 35 27 14'-10' 30 32 35 36 29 20`-10' T 11'4' 129131133135 28 30 32 34 28 1347 1 1311331361371 30 31 33 35 30 19.4' 1 6 10-7' 28 30 32 34 28 17-10' 31 31 33 35 31 16-1' 9 W-17 29 29 31 32 29 1717 33 33 33 35 33 17-0' 4' 9-7 23 25 27 29 20 Zlir 25 .1u .ra S T4' 22 23 25 27 21 203 29 30 33 6 66 22 23 25 27 21 193 30 30 32 T 6-2' 22 23 25 27 22 17-10' 31 31 31 9 60 22 23 25 27 22 196 32 32 32 9 63 23 25 27 28 23 15-9' 32 32 32 10 5-2" 24 25 27 28 24 14'-11' 33 33 33 11' 4'-11' 24 26 28 29 23 14'3' 34 34 34 17 4'4T 24 26 28 29 24 13-T 34 34 34 13 4'6 25 27 29 31 25 13-1' 35 35 35 14' 4'4' 25 27 29 31 25 12'-T 35 35 35 S T4' 22 24 26 27 18 205' 29 31 33 6 66 22 24 26 27 18 19J0' 28 30 32 T 6-T 22 24 26 27 19 1T -T 27 29 31 9 59' 22 24 26 27 19 166 27 29 31 9 - S3 23 25 27 28 20 166 27 28 30 10 S -T 23 25 27 28 21 14'9' 27 28 30 11' 4'-11' 25 26 28 30 20 14'47' 28 28 29 17 419' 25 26 28 30 21 133 28 28 29 13 4'6 261271291311 40 40 40 21 17-11' 28128129 9 S 74' 25 27 29 30 21 1647 6 64r 25 27 29 30 22 14'-7' T 6-7' 25 27 29 30 23 13'6 9 54' 25 27 29 30 23 174r 9 S3 27 28 31 32 24 11'-11' 10` S -T 27 28 31 32 24 11'4' 38 40 31 31 11' 4'-11' 28 30 32 34 24 1097 37 39 32 37 17 4'47 28 30 32 34 24 1174' 37 38 33 31 13 1 4'6 29 31 33 I 35 25 9-11' 37 38 34 36 14' 4'4' 29 31 33 35 28 9-7 36 37 34 40 4' T-2 25fl27 37 37 37 20 iT-11' 36 37 35 20-10' S 6 64' 5-10' 25 23 38 38 11' 20 21 16-0' 14'-r TABLE 3.1 36 38 T S3 25 35 19-r IMIM 39 22 138' 39 39 6 547 2523 40 40 40 40 17.8" 14' 37 9 4'4' 271 33 14'4r 137 22 ll' -11- 27 304' 31 33 38 38 31 4' 29 26-2" 32 33 35 37 32 S 3D 264r 33 33 35 37 33 6 31 25-7 35 35 35 36 35 T 32 24'-1' 36 36 36 36 36 9 32 23-1' 37 37 37 37 37 9 33 21'-10' 37 37 37 37 37 10` 34 20-10' 38 38 38 38 38 11' 34 20d 331331331341 36 38 38 38 17 35 19-r IMIM 39 39 39 39 39 17 35 196 40 40 40 40 40 14' 35 23 304' 32 34 36 38 26 4' 35 25 29-2". 31 33 36 37 28 S 34 26 266 30 32 35 37 29 6 33 26 25-r 30 32 34 36 30 T 33 27 24'-1' 31 32 34 36 31 6 32 27 274' 31 31 34 35 31 9 32 27 21'-7' 32 32 34 35 32 10 31 28 20`-T 33 33 33 35 33 11' 31 28 1947 331331331341 36 35 11' 33 17 31 28 19-11. 34134 36 34134134 36 36 13 32 35 36 27 236 33 35 38 40 31 S 32 35 36 28 21'6 33 35 37 39 32 6 31 33 35 29 19-10' 33 34 37 38 33 T 31 33 35 30 16.7' 34 34 37 38 34 9 30 32 34 30 176 34 34 36 37 34 9 31 32 34 31 16-r 35 35 36 37 35 10 31 32 34 31 13-10' 35 35 35 36 35 11' 32 32 34 32 1S -r 36 36 36 36 36 17 32 32 32 32 14'6 37 371371311 16 T3' 37 17 33 33 33 33 14'4r 137 37 37 37 37 14' 33 38 37 26 263' 35137 C 40 42 30 6 32 35 36 27 236 33 35 38 40 31 S 32 35 36 28 21'3 33 35 37 39 32 6 31 33 35 29 19-10' 32 34 37 38 33 T 31 33 35 30 19-T 34 34 37 38 34 6 30132134 T-10' 30 17634 33 34 36 37 34 9 LIVE PRO a 1n' oaTRuo[oHuo[R LOAD JEO MAX CONS. FOOTETt 6� FOR ALL COLUMNS SEE ITCH COLUMN FREEST A DETAIL'X-et14IT ATTCHED SPACING FOOTER V N F'IR 3' CLOVERLEAF STEEL COL- 17-0- 8•-T wLUMN NeDHrs v v 18'01 11•-0' e'r 1r tr is C SQUARE STEEL COLUMN 90 MPH EXPOSURE H B 25 6 10'8' 23 25 27 28 21 9 93 23 25 27 28 22 10 9-11' 23 25 27 28 22 11' 96 24 26 28 29 22 17 6-2" 24 26 28 29 23 13' 7-10' 25 27 29 31 23 14' T -T 25 27 29 31 23 16 T3' 26 28 30 32 23 16 I T6 1 261 28 1 30 1 32 1 23 90 MPH EXPOSURE C 25 9 10`47 27 28 31 32 21 9 95' 27 28 31 32 22 10 6-11' 27 28 31 32 22 11' '66 28 30 32 34 23 17 9-r 28 30 32 34 24 13 T-10' 29 31 33 35 23 14' T6 29 31 33 35 24 70 MPH EXPOSURE 8 30 6 9-r 20 22 24 25 21 9 9-7' 20 22 24 25 21 10 9-2" 20 22 24 25 22 11' T9' 21 23 25 26 22 17 T3 21 23 25 26 23 13 T -r 22 24 26 27 23 14' 6-10' 22 24 26 27 23 16 6-7 23 25 27 28 23 90 MPH EXPOSURE C 30 9 9-2* 27 28 31 32 21 9 8'-T 27 28 31 32 21 10 9-2' 27 28 31 32 22 11' T49' 28 30 32 34 22 17 T3 28 30 32 34 23 13' T -r 29 31 33 35 23 14' 6-10' 29 31 33 35 23 15 1 6-7' 30 32 35 36 23 40 9 T-11' 25 27 29 30 20 9 T8 27 28 31 32 21 10 T-1' 27 28 31 32 21 11' 697 28 30 32 34 21 17 63 28 30 32 34 22 13' 6-2" 29 31 33 35 22 60 T 6-11" 25 27 29 30 19 9 66 25 27 29 30 20 9' 6-1' 27 28 31 32 20 10 1 6-7 1 271 28 31 1 321 20 APR 18 2003 Ff S 2 r; 1 s(' - 3 o L Lf�cd1k�, i InoLe• s ' tol - 7 c ,� A er-�max, Off ' 14 ORA WLL PRO DRIV ELKHART, IN 46514 Y �=�(A+1�7� "'+• ICBG ES EVALUATION REPORT ER -2621P iM HEADER SPANS. COLUMN SPACING.'-. r00TER SIZE AND COLUMN TYPE FOR rREESIANIHNG AND ATTACHED COMMERCIAL STRUCTURES SHEET 5 Or 8 DATE: Z e 7000 MAXIMUM COLUMN HEIGHT COL COLUMN DESCRIPTION SINGLE FREEST FOR ALL COLUMNS SEE SPAN OR MULTISPAN DETAIL'X-et14IT ATTCHED ATTACHED E 3' CLOVERLEAF STEEL COL- 17-0- 8•-T F 3' SQUARE STEEL COLUMN 18'01 11•-0' G C SQUARE STEEL COLUMN 1814' 15'-0- H S SQUARE STEEL COLUMN�• 4i� 18'-0' J 8' SQUARE STEEL ODOLUMN 18' 181-0' InoLe• s ' tol - 7 c ,� A er-�max, Off ' 14 ORA WLL PRO DRIV ELKHART, IN 46514 Y �=�(A+1�7� "'+• ICBG ES EVALUATION REPORT ER -2621P iM HEADER SPANS. COLUMN SPACING.'-. r00TER SIZE AND COLUMN TYPE FOR rREESIANIHNG AND ATTACHED COMMERCIAL STRUCTURES SHEET 5 Or 8 DATE: Z e 7000 CLEARSPANS FOR 3 X 8 RAFTER 4.0 FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES DOW x 7 x 7 BOX BEAM 7090 LINE 7�i�� '� MAXIMUI7,GbLUMON SPACING 7x6' SfEa C BEAM LINE TR>0 MAXNIUN COLUMN SPACING 7141' SIEB C BEAM MAX h lOAO ry i SFS WIDTH Y' t Fl Oaa,, CND LATTICE ON SLAB f 'HEADER MUST BEADLE SPAN MAX COLUMN SPACMO CONS. FOOTING SQE FREE ATTACHED LOAD 'AODTH /LEADER MUST BE ABIETO SPAN MAX COLUMN SPACING CONS. FOOTING SUE FREE ATTACHED a • USING COLUMNA' >' .A}L OTIFA COLUMNS ON SLAB FM FMR Y Y MIN COLUMN TYPE USING COLUMN W MAX LENGTH OF COLUMN MOB 1 /dd I 6.O' ALL QMER9 ON SLAB FTR FTR 'T V MINIMUM COLUMN TYPE • `MAX NCM OF COL MN 7ddr td -0' Qa . 70 N1PH-, N 19 OR LESS SPADING 90 NPH 17 OR LESS „�"✓[y\ - 10 , -try S- IT T .:21'•1• IR -IO it -t' 17-1• 274• 1r•r Icr 17-r 2T -r 2V -w 1T4' 14'-r 2V3• 21"-W 1T4r 154- 2V- 27 n C 10 _ 17 1K IV 20' •54' 1•-0• S -r r•11• r-0• 2"S 94• 94• SS• 6-11 V -r 51.17 Tor S3• 173• Ir -12" 11'-r it'J' 29 29 30 30 29 29 30 30 C C C C A �' • -� •1 ' M TYPE V V 10 IV_r V8 V8 11.4• V4• V-17 778• 11'4• 173• 17-/• 11'8 174r 2S3• 273• 234• 26 25 25 22 23 23 c c C 21' 27 r-17 r8 54• 1'4• 11.4• 10.4• 31 30 31 30 C C 20 r 11•-1' 11'4• 1X4• 13.8• 19 A 5 V-11• 25 11' T8 V4• 9.4• V2• 21'•11' 25 n c A s V•17 V3• Ido• 11'4' A /1•-11• 26 20 A 17.11' 17 T4• T4• V8 V4• 21.4• 25 24 C I17 -r 6 T4• r4• V-11• V-2- n A V • 23 13 V1• V4• r-17 V-11 20'-r 25 25 C A' T V -P V -r T8 T-17 1V•1' 30 25 C A 1012• 12" 94• 94• r4• r8 196• 25 25 c T•r 9 68 514r 98 9.17 1T-10' 29 25 C S8 n 1s S -r 5-17 9.17 r4• IV4• 25 25 C A" V r-11• S•r 6.11' V-1' 19.17 29 26 0 A 1173• 19 T3' S8 6S•' V -r IV-- 28 26 c V-1' IV 76 1'•r 94• T8 15-11' 28 26 D • 1T 54' s -r V4• V -r 1r -r 25 25 c c 11' V r-10' 54' 163• 28 27 D A V-1' IV rd r-11' s8 5.17 IT -1• 26 26 C_ 17 4.8 4'-r 14•-r 28 2e O IV 4'8 SS 98 798 26 26 C C 13 4• I1r4r 28 28 D A 1014• 2W 17 A' T.I. 9-7 193• 27 27 C 5••11' Ic 15 A V.2'25 138 28 26 D 21' 4•-11' 4•-101' S4• 15.10•2a VS• 26 C C is T 134• 29 29 D _ r4• 27 18 C 4.8 2"4• 1 1 S6 27 27 C I9 T3• 23 17-r 3o 30 0 1T 173' 30 30 E c 90 MPH Io' IVOR LESS I 64r 1V IV 2U 21 1 C 30 4' 11'-11• 11'-r 11'3' 30 30 30 29 30 30 E E E 10 If 5 9 21'-1' IV -IV 14'•1' 274• 1T -r 14'8 25-r 27-4 1T4• 293• 27.4• 1r2' 16 C s T 17-1' 17-r 14,-r 154' 2r -r 29 24 C 21' 9 11'4• 30 30 E T21 V 1V_r 11.4- 174' 13-1• 2V4• 26 24 C 27 T•1• 23 lV-7 30 1 30 E 25 r V-11• 74• 10'.10' 1I'-1' V8 23 19 C V V4• V4• 174- 11'4• 1V -T 2D 25 C A V•2• 11 9S V-10• 1013• Ids 194• 26 26 C 6 T -Y T$ 92• C-11• 13 C V 11' IT 7Y 14' 15 1V53' T8 r4r V8 64• 5•-r 94• r -c 64• 64• s-10' S'8 V4• V8 T-17 r4• 9.17 VS V8 V4' 9-11 T8 Td V -r 1T2' 16-11' 193' 152• 15.2' t4'-0• 27 27 27 27 27 26 25 26 27 27 27 26 C C c C C C C V T IF V 19 11' 5.11' 5.1' 4'8 93' 54• 4'8 T3• V -r SS r-17 TS V4' 5'-r c-11' 1V -I• 1r-10' 16-10' 15-11• 1S3•2 30 29 29 28 25 25 26 26 27 C C D D 0 A V -r 1T 5'4' S•r V4• V -r 14.3- 26 26 C 17 5•r n tr•r 28 28 O IV 19 201 21•4••101' 27 8 4. V-11' 4'-r V -r 55• 6.1' 4.4r 5••101'17-10' Td• S -r s-0' r$ 17S 13.1- 174• 176• 23 26 29 29 29 25 28 29 29 Zs C c C C' C 1.2 13 14• 1s 1V 1T I IV I ir4• 138 138 /7-r 173• 11'•11' 28 2e 29 3o 30 30 26 28 29 90 30 29 D O D D E E 70 NPH 17 OR LESS 10 It 21'•1' 2r4• 25-r 263' 30 r r8 T-17 9-1• 94• . S 16.10' 1T -r 2VS' 21••4' S 64• V3' r3' TS 611•1• r IF V IV 11' 17 IT 1f Is 1VS3• IT" 1d•r V -P V-7 r8 T4• 98 94• 6-r 172• 1T -r 11'4• V4• V-10• V4• r4• V4' 94'r4' FAIT S8 1T4• 14'-r 12.4• 1114- 1173• V4• e'6' T-10' V-17 Va'. ITR' 154• 17•1• 11'8 1018 V8 V4' V-1' T8 T4• 6-r 2Y -r 27.1' 2a-10' 174' 1V-10' 194' 1T4• 19-e iV•1' 15-r 27 27 27 26 26 25 26 26 27 27 23 24 24 24 25 25 26 26 27 27 C C C c c c c C c C S r V V 19 I. 17 1Y 14• 1s 1V S4• 5.3'9.11 4.8 S -r 18 V -T 54' 4.2' 1V3• 1T6 16.10' 163• 152• 753- t2"-10' 11.829 14'•z' 1Y•10- 30 29 29 29 28 28 29 30 30 25 25 26 27 27 28 29 29 30 1 30 D D E E E E E E E 1 E 40 r S8 5.11• V-10' T4' 1T 54 S -r V4• V -r 1S•1' 27 27 c 1V 4.8 r-11• 940' 5-17 14•-0' 28 28 c s 4.2• 4'8• SS S8 • " 1V 20 21 27 f4r 62' 6-11 1'•10' 4•4• 98 63• 54• 2"4' 14'-4• 17-11• 1Y -r 1 133• 28 27 28 1 2e 28 27 26 1 2e c c C 1 C V r V V td t2" 17 1Y 11 4•-r 4'2' 16-r 15-10' 193• 178' tri• 13-10' 1Y828 13.7 29 2e 2e 28 26 27 28 24 24 25 25 27 27 20 26 E E E E E F E E 90 NPH IZQRL=5 10 r 5 V T V 21'-1' 16-t0' t2"-1• IT.1• td -r 274- 1T -r tr8 it -r Ivo 25•r 2018 ITo U••r 1Y8• 293• 21"4' 1T8 154• 17.11 1V•1• 1T-17 30 29 25 25 C C 60 r TAUT 2"4' 4•-r r4 - V V4• V4• 11.4• 11'8 19.17 29 26 C S " IV 11' 17 13' IcV4• 15 9 V-0' T8 T4' 98 s -r S3• V -I0' V4• T4• V8' 94•r-4, s-10' S2• Ida• V4' V4• T-17 V-17 98 1018 V2• V4• V -I• T8 T4' V•T 16-111 16.3• tr-T 174' 178 1Y4• 1 •T 28 28 28 28 28 29 29 28 27 28 26 28 29 29 c C C c C C c V T 9 V 19 11• 17 17828 IY•17 134' WAIT 173' Jr - l' 27 27 27 27 27 23 23 24 25 26 26 E E E E E E ABLE 4.1 CLEARSPANS FOR 3 X 8 RAFTER LIVE TRIG LOAD I DOW x 7 x 7 BOX BEAM 7090 OVER 0.0/7 x 7 x 7 BOX BEAM DOUBLE 0.03r x r x LOAD WIDTH MAC CONS. FOOTING SNg MAX CONS. FOOLING SQE MAX S. FREE FOOTING SIZE ATTACHED FREE ATTACHED 98 4•-11' COLUMN COLUMN COLUMN FREE ATTACH® 0.036 FTR FTR MIN. FTR FR MIN. V-17 30 SPACING SPACING SPADING FTR FTR MIN 15-r 8'-11 40 •C• •S COLUMN V-0' •4• N COLUMN r40- •4' 11' COLUMN 4'•11• r-11' 0.042 TYPE 5'4' TYPE TYPE 90 NPH WINDSPEED IT OR LESS IO 11'-r 26 17 A 1T4• 29 20' A 15-9• 28 19 A 5 V-11• 25 1e A 1r3• 28 21 A 1r-1' 28 21 A 9 T8 23 17 A /1•-11• 26 20 A 17.11' 27 21 A T 64• 23 18 A I17 -r 26 21 A 12'•1• 27 n A V S -r 23 17 A V•11' 25 21 A 114• 28 22 A' V r-11• 25 16 A r-11' 25 20 A 1012• 26 23 A' 101 Ir 2"S 25 19 A T•r 25 21 A 117-r 26 24 A• 20 4' S8 n 14 A 9'-r 25 16 A 11.3• 26 17 A" s r -T 22 15 A T -r 23 16 A 1173• 26 19 A• V V-1' 23 76 A V4' 25 19 C T 513• 23 17 A V8 25 20 c V r -r 23 17 A V-1' 25 21 C y T2• 23 20 C IV T3' n 21 C 25 4• T -r 23 15 A 1014• 26 17 A' 5 5••11' 22 15 A V.2'25 16 C G 4•-11' n 16 A VS• 25 19 C T r4• 23 18 C 8. T3• 23 19 C V FAIT 23 20 c Io' I 64r 23 21 1 C 30 4' V•r 23 15 A VS• 25 16 C s 4••11' 22 1s A V$ 25 "c 9 T21 23 11 C r T•1• 23 1e C E V8 23 19 C 40 4' 4'-0• n 14 A V•2• 2516 C' 5 7.4' 23 13 C V V•r 23 17 C 60 4' T-1' n 14 A V -r 23 I C s 5•r n 15 C TABLE 1.2 CLEARSPANS FOR 3 X 8 RAFTER LIVE PANEL 24.O.C. LOAD I T 7090 OVER OVER MPH HANG 10 0.036 2Y -e 11.8 V 4' 0.042 2T -r 13-r 20 0.036 178 98 4•-11' 0.042 1V-10' 7-11' 25 0.036 11'8 Fr0.042 4'S 12B tr4• V-17 30 0.360 V4' 1 6-11- 3.10- 0.042 15-r 8'-11 40 0.036 T4' I V-0' 7.11' 0.042 17'8' r40- 60 0.036 4'•11• r-11' 0.042 T•17 5'4' CLEARSPANS FOR 2 X e RAFTER LIVE PANEL 2c O.C. LOAD T 7090 OVER fm MPH HANG 10 0.024 13-r V 4' 0.040'x 7 CLOVERLEAF COLUMN 0.032 1V-1' V4- 20 0.024 V-10' 4•-11' F 0.032 17-r 6-71 25 0.024 V-10' 4'S 12B 0.032 111$ 5-17 30 0.024 T• 2 3.10- 0.032 1018• 64• 40 0.024 5'-10• 7.11' 0.032 V41 W_W 60 0. 0.032 OUBLE RAFTERS MAY BE USED 48FOR 10 PSF'�.O.C. COL FOR ATTACHED LATTICECOLUMN PATIO STRUCTURES HGHT A 0.02Y x 3' SQUARE ALUM COLUMN 1114" B 0.032"x 1 10 SQUARE ALUM SCROLL COLUMN 6-01 B 0.027- x r SQUARE ALUM COLUMN 11•B C 0.040'x 7 CLOVERLEAF COLUMN 12-0- D FLUTED COLUMN ALUM. 0.082' 12-0' E 7 CLOVERLEAF STEEL 0.018• 12-0- F r SQUARE STEEL COLUMN 124"B G V SQUARE STEEL COLUMN 17-Or S SQUARE STEEL COLUMN 12B A. - 8' MAXNNM COLUBJ LENGTH A' 1V MAXIMUM COLUMN LENGTH MAR 0 3 2000 024 N.1WA t2" ..26070 T' 3.10' TABLE 4.5 6kt• 3 - 31 COLUMN SCHEDULE FOR FREESTANDING STRUCTURES AND INTERMEDIATE COLUMNS FOR MULTISPAN STRUCTURES�'f COLUMN NOTES 'E 16,1- MAX COLUMN LENGTH pOj.Ess�o F 11• MAX COLUMN LENGM G 12 MAX COLUMN LENGTH QIIO �v KA j9 Fjf H 12 MAX COLUMN LENGTH TABLE 4.6 ALL COLUMNS MAY BE REPLACED WTM A STRONGER DIOL Q y 'A' MAY BE REPLACED W/BJ NQ. 16273 IT MAY BE REPLACED W/ C J. ETC. Exp. 6.30. Or LINEAR INTERPOLATION FOR ALL CALCULAMO NS IS ALL ff F c BLD IM PRODRO um °- APR 18 2003 ELKHART•IN 46514 ' ICBO ES EVALUATION REPORT ER -2621P HEADER SPANS, COLUMN SPACING. FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES SHEET 6 OF D DATE: 2/b/200 5.0 FREESTANDING AND ATTACHED LATTICE COMMERCIAL STRUCTURES LIVE TRIG 0' C BEAM HEADER LIVE TRIG - r C BEAM HEADER LOAD MAX CONSTRAINED FOOTER SIZES MAXCONSTRAINED FOOTER SIZES LOAD WIDTH LOAD WIDTH 20 FREESTANDING ATTACHED FREESTANDING ATTACHED 4'-11" COLUMN 0.032 „ COLUMN 25 FOOTER 14'FTR MIN FOOTER'Q' FTR MIN 0.032 SPACING 6-1a' 30 SPACING T3" 3-1 D" 23 COLUMN HEIGHTStL , COL 6-4" 40 0.024 COLUMN HJ7GHTS 'd• COL 25 0.032 94" 8 S' 60 S WA 1'-11" 11' e'TYPE 0.032 T-8" EXPOSURE B 90 MPH EXPOSURE C 70 MPH 269' 31'8' 27 29 32 33 21 D 25 4' 26-10" 34 36 39 41 23 D 20 4• 6 6 29-6" 27 29 31 33 22 D V 6 23-1" 33 35 38 40 24 D 9 6 2T8" 27 28 31 32 23 D 35 6 21'-1" 33 35 37 39 25 D 38 T 26-4" 27 28 31 32 24 E 27b" T 194r 32 34 37 38 26 D 31 6 263' 26 28 30 31 25 E 11' 8' 163' 32 34 37 38 27 E 12' 9 ' 24'3" 26 28 ' 3D 31 26 E 13 9 IT -T 31 33 36 37 27 E B AND 117 23S 26 27 29 31 26 E 21 1a 164" 31 33 36 37 28 E 22 70 MPH EXPOSURE C 70 & 90 MPH EXPOSURE 32 B / 70 MPH EXPOSURE 37 C 20 4' 3118' 32 34 36 38 21 D 30 4' 2T -T 30 32 35 37 23 D 32 6 29-G" 31 33 36 37 22 D 34 6 269' 30 32 34 36 25 E 16 T 6 2T8" 30 32 35 37 23 D T 6 24'-3" 30 32 34 36 25 E 32 40 T 268' 30 32 34 36 24 E 24 T 23-0" 29 31 34 35 27 E 26 E 6 24'-0" 29 31 34 35 24 E 31 8• 27-0" 29 31 33 35 27 E 32 35 9 228' 29 31 34 35 25 E ICY 9 21'-2" 29 31 33 35 28 E to 14'-11' 117 21'•6" 29 31 33 35 25 E 44 46 47 117 2(r -S" 29 31 33 35 29 E 90 MPH EXPOSURE 8 90 MPH EXPOSURE C 20 4' 31'9' 31 33 36 38 24 D 30 4' 26-10" 34 36 39 41 23 D 6 293" 31 33 35 37 26 D 6 23-1" 33 35 38 40 24 E 6 2T8" 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 19S 32 34 37 38 26 E 6 24'-4" 30 32 34 36 29 E 8' 163' 32 34 37 38 27 E 9 23-0" 29 31 33 35 29 E 9 1T-2" •31 33 36 37 27 E 117 21'8' 29 30 33 34 29 E 117 16-4' 31 33 36 37 28 E 90 MPH . EXPOSURE C70 & 90 MPH EXPOSURE B / 70 MPH EXPOSURE C 20 4' 26-10" 34 36 39 41 23 D 40 4' 263" 30- 32 34 36 23 E 6 23-1' 33 35 38 40 24 D 6 23-S' 29 31 34 35 24 E 6 21'-1" 33 35 37 39 25 D 6 27-0' 29 31 33 35 25 E T 1941 32 34 37 38 26 D T 217-11' 29 31 33 35 26 E 8• 163' 32 34 37 38 27 D 6 217-0' 28 30 32 34 26 E 9 1T-2* 31 33 36 37 27 D 9 19-2" 28 30 32 34 27 E 24" O.C. ZW RAFTER CLEARSPANS MAX ROOF HEIGHT 16 'LIVE LIVE PANEL EXPOSURES MAX LOAD T BANDC OVER PS IN 70 & 90 MPH HANG 20 0.024 V-10' 4'-11" EXPOSURE C 0.032 13-T 6-T 25 0.024 6-10" 4'S' D 0.032 11'8" 6-1a' 30 0.024 T3" 3-1 D" 23 0.032 1a8" 6-4" 40 0.024 6-10" Y-11" 25 0.032 94" 4'8" 60 0.024 WA 1'-11" 40 0.032 T-8" 3-1 a' 24"O.C.3W RAFTER CLEARSPANS MAX ROOF HEIGHT 16 LIVE PANEL EXPOSURES MAX LOAD T 8 AND C OVER PS IN 70 & 90 MPH HANG 20 0.036 14'S 68" EXPOSURE C 0.042 19-117' 9-11' 25 0.036 11.8" T -T` D 0.042 1T8" 6-117' 30 0.036 98" 6-11" 23 0.042 16-7" 6-1' 40 0.036 T4" 6.O" 25 0.042 1118" 7-0" 60 0.036 4'-11' 4'-11" 40 0.042 T-10" 69' COL 1a 16-" 31 33 36 37 28 D -117 18'-2' 28 30 32 34 28 E DETAILS "r V AND W 19 20 21 20 22 23 D 70 & 90 MPH EXPOSURE 8 1 90 MPH EXPOSURE C 25 4' 29S 31 33 35 37 24 D 40 .4' 26-3" 34 36 39 41 23 E 6 6 27.4' 30 32 35 36 25 D 6 6 23-1' 33 35 38 40 24 E 6 22 24 T 11' 6 269' 30 32 34 36 26 E 12 6 21'-1" 33 35 37 39 25 E T 23 26 6 8' T 24'-6" 30 32 34 36 27 E V T 194r 32 34 37 38 26 E 9 24 27 j 9 9 23S 29 31 33 35 28 E 9 8' 18'-3' 32 34 37 38 27 E to 25 29 1 11' 9 27b" 29 31 33 35 29 E 11' 9 1T-2* 31 33 36 37 27 E 21' 26 31 11' 12' 117 21'9 29 30 33 34 29 E 12' 1a 164' 31 33 36 37 28 E 13 27 28 29 33 35 36 TABLE 5.5 70 MPH EXPOSURE C 70&90 MPH EXPOSURE 13' B AND C 25 4' 29-T 31 33 36 37 21 D 60 4' 22 -Cr 33 35 37 39 22 E 14' 6 2T4" 30 32 35 37 22 D 16 6 20S 33 35 37 39 24 E 16 30 38 16 317 6 268" 30 32 34 36 22 E 16 6 193' 32 34 37 38 24 E 1T 31 39 h 16 T 24'S 30 32 34 36 23 E 18' T 1T-10' 31 33 36 37 25 E 36 32 40 16 19 6 23S 29 31 34 35 24 E 19 8' 16-9' 31 33 36 37 26 E 20' 33 41 G 20' 9 278" 29 31 34 35 25 E 217 9 169' 30 32 35 36 26 E 21' 34 43 41' ICY 21'-6 29 31 34 35 25 E 21' to 14'-11' 30 32 35 36 26 E 35 36 37 44 46 47 COL COLUMN DESCRIPTION MAXIMUM COLUMN HEIGHT SINGLE . R- TANDXNG (FT) FOR ALL COLUMNS SEE SPAN OR MULTISPAN I fF f) DETAILS "r V AND W ATTACHED ATTACHED D FLUTED COLUMN ALUM. 0.002 1747 WA E 7 CLOVERLEAF STEEL 0.018• 17-V a-7" F 7 SQUARE STEEL COLUMN te-0" I1• -T G 4' SQUARE STEEL COLUMN ted 1S41• - N Y SQUARE STEEL COLUMN 10'47 164r J Ir SQUARE STEMCOLUMNte-O- 6 6 I AMLC O.L 38 48 GENERAL METHOD FOR USING THESE TABLES 1 CHOOSE FREESTANDING OR ATTACHED, COMMERCIAL OR PATIO LATTICE STRUCTURE- 2 TRUCTURE2 DETERMINE PROJECTION. WIDTH, OVERHANG, WIND LOAD AND LIVE LOAD. 3 FIND TRIBUTARY WIDTH FROM TABLE 5.6 AND DRAWING STSCO2. 4 CHOOSE A RAFTER FROMTABLES 4.3, 4.5.5.3 OR 5.4 THAT HAS ADEQUATE CLEARSP/W 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 PATO. LOOK AT THE TABLES PROVIDED FOR ALL OTHERS. 6 FIND THE APPROPRIATE DETAILS IN THE'CONNECRON 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 TRIG VADTH AND LIVE AND WIND LOAD 7 FIND THE APPROPRIATE DETAILS IN THE'COWIECTION DETAILS' SHEETS. TRIBUTARY WIDTHS (FT) FOR SINGLE SPAN ATTACHED STRUCTURES FOR A GIVEN PROJECTION AND OVERHANG ' (ROUNDED U PROD. RAFTER OVERHANG (FT) fF f) 3' 4' 4' 4' 4' S 6 6 T 4' 4' 4' 6 5' S 6 6 4' 6 6 6 6 6 6 9 6 6 6 6 6 6 6 117 6 6 6 6 6 T T 11' 6 6 6 T T T T 12 6 T T T T 6 8' 13 T T T 6 8' 6 8' 14' T 6 6 6 V 9 9 16 6 6 6 9 9 9 9 16 6 9 9 9 9 to 1a 17" 9 9 9 1a 1a to 117 16 9 117 to 1a 117 11' 11' 19 117 to 117 11' 11' 11' 11' 217 1a 11' 11' 11' 11' 17 12' 21' 11' 11' 11' 12' 12' 1 Y 12' 27 11' 17 17 12' 1 Y 13 13 23 17 17 17 13' 13 13 13' 24' 17 13 13 13' 13' 14' 14' 26 13 13 13 14' 14' 14' 14' 26 13 14' 14' 14' 14' 16 16 2T 14' 14' 14' 16 16 16 16 29 14' 1S 16 16 16 16 16 29 16 16 16 16 16 16 16 317 15' 16 16 16 16 17 1T 31' 16 16- 16 1T IT 1T 1T 32' 16 1T 1T 1T 1T 16 16 33 1T 1T 1T 16 16 16 18' 34' 1T 16 16 16 16 19 19 36 16 16 16 19 19 19 19 36 16 19 19 19 19 217 217 3T 19 19 19 2a 217 20' 2a 38' 19 20' 2a 217 2a 21' 21' 39 217 217 217 21' 21' 21' 21' 4a 2a 21' 21' 21' 21 41' 21' 21' 21' 22' 22' 2Y 27 47 21' 27 27 27 22' 27 APR 18 2003 23 23 MAR 0 3 r CA'L 1140 ALL PRO DRIVz ELKHART IN 46514 ICBO ES EVALUATION REPORT ER -2621P HEADER SPANS, COLUMN SPACING, FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED A.' CONMERGAL UTTtCE STRUCTURES ,•, SHEET 7 OF 9 DATE: 2 0 2000 6.0 COU N A D F STENER DETAIL REQUIREMENTS Al FOR F COMMI n9 multiplied I Trib.W_. I B umn Required Attached Stuetures for 8'-0" Lattice Solkt ver Tributary Trib r 1,Load 4P B 0.02T x 3 SQUARE ALUM COLUMN F (psf) C 3CLOVERLEAFALUM. 0.040' Area ft Area 10 ZO Zs 30 40 80 K M5 Al .t Al Al Al A2 C 31Q�� 20 A�''�> Al Al A2 C C 7� mB r Al Al A2 B C C 75 1 Al 1 B C C D 66 b8 40 Ai Al B B C C C C C D D82 88 48 Al C C C C C 0 E E 77 50 Al C C C D E 86 56 A2 C C C D E 92 80 A2 C C D E E 100 95 A2 C C D E E 105 88 B C D D E E 108 70 C C D D E E 116 75 C C D E E E 123 80 C C D E E E 138 80 C D E E E E 184 100 C D E E E F 185 120 C E E E E F 215 140 C E E E E F 248 180 D E E E F G 277 180 D E E E F G 308 200 D E E F F G $38 220 E E E F F G 386 250 E E F F G G 492 320 E F F G G G 615 400 _ E F G G G H 892 460 E G G G G H 789 600 E G G G G H 923 600 F G G G H H COLUMN TYPE COLUMN DESCRIPTIONS DETAIL MAX COL HGHT Al 0.024 x 3' SQUARE ALUM COLUMN F 10-6 A2 0.024 x 3' SQUARE ALUM COLUMN F 9-0' B 0.032" x 1 1R" SQUARE ALUM E. N 8'-0" Design SCROLL COLUMN 0.048 0.048 B 0.02T x 3 SQUARE ALUM COLUMN F 1 V-4 C 3CLOVERLEAFALUM. 0.040' K 1T -(r D FLUTED COLUMN ALUM. 0.067 U 171T E ' 3 CLOVERLEAF STEEL 0.048' K 8'-7" F 3 SQUARE STEEL COLUMN X I& -a, G 4 SQUARE STEEL COLUMN X I& -(r H S SQUARE STEEL COLUMN X 18'-cr J 6- SQUARE STEEL COLUMN X I mB r lam OL :RCIAL AND PATIO STRUCTURES Fastener Terminology !14 SMS =1114 sheet metal or Tek screw, 314 minimum length 5116' B = 5116• Diameter Bolt See General Notes for specifics on fasteners Clearspen on this chart Is the distance from the wait to the first row of columns. HO Rw k Baft 11 114* diameter and Z" embedment: IC80 ERA627 or other anchor w/ 550111 shear vs wind and seismic loads. Masonry anchors must have a shear value of 2 5D1 for wind or seismic loads. 1/4 lag screws must have 21/4 of penetration Into studs. These lag screws must have an 1/8" lead hole. 10 pef evaluated 0 90 mph wind load (15 pall. AN other Table 6.4: Re ulred Number of Fasteners fcr Tension 1 axle o.s: K Aluminum e( Numaer or rasuirwa mr meanLoaas 0.062 0.060 0.099 0.100 SPACING Aluminum Material Gage (in) 5116` 014 Steel Gage (in) 5116' $14 Design 0.024 0.024 .0.032 0.036 0.040 0.040 0.060 0.080 0.048 0.048 BOLT BOLT A14 5116' C 5116' /14 014 5/16" 014 5/16" N14 5116' Footer Design Size Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT d On) (Lbs) 149 384 512 713 248 812 293 904 293 1380 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 11 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 750 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. 966 7 3 2 5 4 2 4 2 4 1 29 1061 e 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 Fila 4 3 7 6 3 5 2 5 2 33 1564 nla 5 4 8 7 3 6 2 6 2 34 1710 Na 5 4 8 7 3 6 2 6 2 35 1866 n1a 5 4 9 8 3 7 2 7 2 36 2030 n1a 6 4 n/a 9 4 7 3 7 2 37 2204 nta 6 5 nta 9 4 8 3 8 2 38 2388 n/a 7 5 n1a n1a 4 9 3 9 2 39 2581 Ma 7 6 Fila Fila 5 9 3 9 2 40 2785 n/a 8 6 n/a n/a 5 TIM 3 n/a 3 41 2999 n/a 8 6 File Fifa 5 nis 4 n/a 3 42 3224 Fila 9 7 n1a Na 6 n/a 4 n/a 3 43 3458 Fila Ma 7 n/8 n/a 6 rda 4 n/a 3 44 3706 n/a n/a 8 n/a nha 6 n/a 4 n/a 3 45 3966 Fila Fila 8 TIM n/a 7 Fila 5 n/a 3 46 4235 n/a Fila 9 Na Ne 7 Na 5 n/a 4 47 4518 n/a n/a 9 Ma n/a 8 rJa 5 n/a 4 48 4812 nta nta Na n/a Fila 8 ' Fifa 6 n/a 4 49 5119 Fila Na n/a Fila n/a 8 Na 6 n/a 4 50 5439 1 n/a Fifa n/a Na n1a 9 n/a 6 1 n/a 4 Fastener Terminology !14 SMS =1114 sheet metal or Tek screw, 314 minimum length 5116' B = 5116• Diameter Bolt See General Notes for specifics on fasteners Clearspen on this chart Is the distance from the wait to the first row of columns. HO Rw k Baft 11 114* diameter and Z" embedment: IC80 ERA627 or other anchor w/ 550111 shear vs wind and seismic loads. Masonry anchors must have a shear value of 2 5D1 for wind or seismic loads. 1/4 lag screws must have 21/4 of penetration Into studs. These lag screws must have an 1/8" lead hole. 10 pef evaluated 0 90 mph wind load (15 pall. AN other Table 6.4: Re ulred Number of Fasteners fcr Tension Loads Aluminum e( 0.036 0.062 0.060 0.099 0.100 SPACING SPACING 5116` 014 5/16" 5116' $14 Design Footer BOLT SMS BOLT BOLT SMS Uplift Size 425 115 709 1048 188 Obs) 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 34B 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 4 650 25 2 7 2 1 5 750 Slab 2 7 2 1 5 765 26 3 e 2 1 5 856 27 3 9 2 1 6 955 28 3 TIM 2 2 6 1061 29 3 n1a 2 2 7 1175 30 4 TIM 2 2 7 1296 31 4 rVa 3 2 8 1426 32 4 nta 3 2 9 1564 33 5 Ne 3 2 n/a 1710 34 5 n/a 3 2 Ne 1866 35 5 n/a 3 2 n/a. 2030 36 6 n/a 4 3 n/a 2204 37 6 rJa 4 3 Fifa 2388 38 7 TIM 4 3 File 2581 39 7 nla 4 3 rVa 2785 40 B nta 5 3 rVa 2999 41 8 nta 5 4 n/a 3224 42 9 Fila 5 4 rda 3459 43 9 nta 6 4 n/a 3706 44 n/a n/a 6 4 n/a 3965 45 File nta 6 5 Fila 4235 46 Ne Na 7 5 Fila 4518 47 n/a rVa 7 5 nla 4812 48 Fila nfa 8 5 n1a 5119 49 rVa rVa 8 6 nM 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- 0OF1/4 LIVE SPACING SPACING SPACING SPAN LAG SCREWS LOAD CONCRETE MASONRY FOR 1110x2' (FT) PER STUD (PSF) ANCHORS ANCHORS SMS SCREWS 16' O/C SPACING 10 24 24 16' 7Y 1 2D 24 16" 8' 11' 1 17 2 25 24 1S Ir 11' 1 18' 2 30 Zr 14 8' 10 1 14 2 40 24 12 8' 13 2 60 l6' 10' 4 11' 2 1 Spacing between bolts and screws shall be 2.5 times the shank diameter 2 The edge distance of bolls and screws shall be 3 times the shank diameter 3 Connections shall be arranged so that the center of resistance of the connection shall coincide with the resultant line of action oftheload. 18 200J 03200o �Amerunaz BUB DNG P80DIICIS�gI' 1140 ALL PRO DRIV ELKHART, IN 46514 ICBO ES EVALUATION REPORT ER -2621P , COLUMN AND FASTENER TABLES SHEET 8 OF B DATE: 2 8 2000 R= ' R= .15' 1.0" R= 0.22' 0.2. R= .2 �1-30' TYP. 0' 0.95' 0.92' -�{ 0' 0.35' R=.125' I R=.125 ��jNS DE OUTSIDE 55' 0.30' - N .450' 2. 0.5' R= 0.15' 216' TYP.PR= 020167' 187' 2. 0'4g y2a0 3.0' + 1.654 1%7 1.714TYYPP• 1 7 39' L 47 1.0 g.g5 - I1.137" R= .125' - � 'TYP� I . R= 0.25' .167' 1.137' 12.00" • R= 0.15 TYP 1A. TYP. TYP. 6.00' TYP. FOR STEEL PANEL: ASTM A 653 GRADE 80 STRUCTURAL QUALITY �' Fy= 80 KSI STEEL 18.00" 6' FLAT PAN 30 GA GALV T=.0157 28 GA GALV T=.0187 FOR STEM PANELASTM A 653 GRADE 50, SO CLASS 1 30 GA GALV. t=0.0157' 50 KSI QA 3006-H391 ALUM. ALLOY) 0 STRUCTURAL PANEL g 12" STRUCTURAL PANEL (3006-H391 ALUM. ALLOY) © 18" STRUCTURAL EEL ( PANEL (3006-H391 ALUM. ALLOY) (3 5g 12" IRSDE ' TRY --P 0.08' 0l T9DE-% 1 7/8' 3/4• 3' TYP. 6• 13/16'!- 0'0603.00' � 1.50' 0.024', 0.027' 3. 0' R= 0.10' 0.125' 9/6467nrp, /16" R. TYP.9 5/32 OR 0.040' TTP.�• 0.72' /16' TYP. p 2" TMP 0.25' TYp 0 2 7 16T 1.50'2.06 / 7/16 1/ 3.00' 1.03 31 7/8' TYP R=.0937 1 13/3261' TYP.5B'\p- 1/16- r;l TYP. TYP. 38.6' 1.2pV 3/32 TYP. 2 25/32" 6.00 1200 2 1/4" /8' R. TYP.L 8 R. TYP. QE 1 1/2" SQUARE COLUMN O 3' SQUARE COLUMN © @3 1/2" X 12" STRUCTURAL PANEL ALTERNATE -12" STRUCTURAL PANE3006-H391 ALUM. ALLOY (3003-H16 ALUM. ALLOY) (3003-H16 ALUM. ALLOY) SEE DETAIL Q�p�ESSIOryq� 'OGER ' SIMPSON A34 SIMPSON A34 CONNECTOR �� �G S • KATq CONN. ORE ��R ADDITIONAL TWO - 16d a OR EQUAL. �QOQ` �G .r STRUCTURAL RP NAILS A Ea. RAFTER WHEN EB �'�^PANELS + TYP.REQUIRED y$,s - # o sCRLws, 3 EacP �/ No. 16273 CUNNEC110N 1 1/2' 1/2' FASCIA OF CONNECTOR -TYP'C �' V �60.�DETAILS FASCIA DETAIL "A" - ___ 3 D, I DATE REVISION R MAXIMUM �> I ��'' R- i • 12' O.C. OVERHANG SEE SCHEDULE 0 RIGHT © ALTERNATE EAVE ATTACHMENT 1, i 2 Engineering Services �• �j�•^ I ��� "-"'-� 1140 All Pro Drive Elkhart, IN 46514 KG ICBG ES EVALUATION REPORT NO. ER -2621P Fi'jFC�...C• ;n �. NONELIMMING 10tRWEAtif COMPONENT PARTS & CONNECTION DETAILS ENGINEER AMP 2/8/2000 9.9 97CDOI 1 OF 9 x. 3 — 14 SMS �� , ' 3110 ON SIDE r. FOR 3 1/2' 0.72�1.56�0.72 SIRUCIURAL PANEL OF SPiJCE . 2 00'y PANF1s 0.93 �-- t15 0036 0.72 I 2� - PAIR 2 1/2' ROLL FORMED Ir HE/IDER 6.50' -'�'5� �' NON-STWWRAL 90 3 1.56 3.00 &5 2.50' SDE FASCIA M5 � 0.28 � 2 So;MSN0 FOLLOW- NOMINAL .018 a OR 3.50 SPACING: r = 0.OW ROLL FOIRMED IN THICKNESS. �_ 0.37 0.72 A 1HFJIDE0.R SPL1tIr. FOME CYiT ,325 1 �. -.0.17 N IDE 9 (EACH SDE ONSIDE OF H F�•T (IN)= 0.030, 0.040 (ALUM) � PER I� ES ANCHOR �� 2.00' 2.00' 1.50' = 0.048 (STEEL)EV ? 3 - 114 SMS EACH SIDE &1.66- 16 COWMNS MAY BE TRIMMED W/FLEX- OF SPLICE ALUM. FACING. .or�,67' O 2-1 1/2" S0. X .062' QK 3' ALTERNATE COLUMN ROLLFORMED HANGER OH 6 1 2' ROLLFORMED HEADER EXTRUDED COLUMN (3003-H16 ALUM. ALLOY OR © (3004-H36 ALUM. ALLOY) M ROLLFORMED HEADER SPLICE / (ALUM. 6063-T6) A-653 Fy=40 KSI STEEL) Q (3006-H391 ALUM. ALLOY) (3006-1-1391 ALUM. ALLOY) 75' FASCIA HDR 10 so • FT Law 2 5/16' BOLTS 6' O.C. FOR 6' PMEIS 6' O.C. FOR 1Y PANELS 1.5 I I r RC. FOR 16' PANELS 'sl2 5/16' BOLTS W/ 1' DIA. TYP. x 3/32' THK SIL WASHER ESSIpry�� 6.50' Q�(�F k� �G Alq �2 15' _ RATNE. ALUM. SCROl1S 67.1S1T 2' OR 111" WN RAL PANE18 `�~' OR SOLID FOLcc 3-If OR fif (2) — 3/8'x3 1/2• HILTI KIMK z No. 16273 ANCHOR BOLTS 0.076' R011R1w Exp. 6.30.0} 2 5/16" BOLTS TYP. HEADER ii W ®CK IL FCzw 4S'`" CONN. C2MEL 3,00• PR 18 200 O ROLLFORMED 2 COLUMN CONNECTION W/ DECOR. SCROLL O ROLLFORMED HEADER "H" CONN. QR�FE /0N� DATE REVISION DATE REVISION (3003-1-116 ALUM. ALLOY) DETAILS TO STRUCTURAL PANELS �c�0 j' 0 �18,� rn O C C 6 - 14 SMS ON EAOH cef 3F t, i I�1C M Engineering Services 1140 All Pro Drive 514 SDE � SPLICE CENiERINiE Elkha►f. IM 46614 �'l,� VI1-\Q KO IC80 ES EVALUATKNI REPORT N0. ER-2621P g� S' SPLICE ldrE DRAWM © ROLLFORMED SPLICE CONNECTION DETAILS CAl4��� NONE COMPONENT PARTS & CONNECTION DETAILS f (3006-H391 ALUM. ALLOY)steu • 9• EERS STAMP 26/2000 97CD02 2 OF 9 FOR BOLT 2 SIZE SEE DETAIL 'S' 3.00' AT LEFT �� I 2 5/16- BOLTS W/ 1' DIA —I" 3.00' 3.000' .688'(4) x 3/32 THK. STL WASHER 80 I COVER PANEL 1.0 + .0914)-L,010- R X .7 014) 10' HIGH SEE TABLE 'A" 1 _ 094' —moi'— 1.0' ALUM. AX 68 "(4) NEXT PAGE 3.00� — r I 8.00' ' 1 2 5/16' BOLTS 43714) 1 + 2.• ALTERNATE COLUMN CONN. SEEO p DETAIL 'S' AT RIQ f + 12536 12 GA. 8" x 3" I OR 2.90' I BRACIOT. FOR INSTALLATION AND + .020' DP. J12) .062' RADj20) I I 3' SQ. COLUMN PROPER CONNECTIONS. x l LDETAIL ' 187" RAD(16) 1 I I F', 'K' OR 11' Q 00.5" TYP. FLUTED COLUMN ®STEEL "C"- CHANNEL HEADER OS 3" COLUMN CONNECTIONS FOR QT 3" ALTERNATE COLUMN CONN. BRACKETS (3' ALUM. 6063—T6) 0.062" UNLESS OTHERWISE NOTED (STEEL A-653 Fy=50,000 PSI) FASCIA HEADERS (STEEL A-653 Fy=40,000 PSI) t' = 5.5' —+j 1.25' SPLICE i 3.00", 4.00' • 188' 5.00' OR 6.00" n'P• 1 0" • 0 00,00 00 3.5' PAVER 00 00:00 00 001 0 0' 10.00' OVER PANEL B 0' 3/4" BOLTS �3' 1.5" 1.25" L3.00-. 4.00' SEE DETAIL 'A' 5.00' OR 6.00" SEE TABLE "A' AT RIGHT 36" O 3", 4", 5" OR 6" 10.0' NEXT PAGE DETAIL 'A' 1 /4" 8 STEEL COLUMN Fy=36 KSI DATE jRE\Y SIOIV A:t eDATE REVISION Qt��F=SS1­,,11v amu; OSA SSION41 FO ' "' a 9l ; ` 1 . 0" TYP. Q� KA JA F'YG' ��� rF Mp . �o y 12 GA. 10' x 3 1 /2" v 0.14' 0.1 '� mI Engfn ering Sd vices 16213 y� N ,. c „I 11:V orw. TYP. No' • l�m�)EtByl�r Eltharl. Ik^ 48314 0.17 � E+9. E�3�3' T .01 QV .STEEL "C"- CHANNEL HEADER TL Ivy , =�F KG ICBO ES EVALUATION REPORT NO. ER -2621P (STEEL A-653 Fy=50,000 PSI) T EDI \� 'jf� v��j// NONE ORRA T COMPONENT PARTS & CONNECTION DETAILS OW 10" FULL-STRENGTH SPLICE DETAIL �p� 1 B 2� f ��� ASTM A 653 Fy=36 KSI EN RS STAMP 2/8/2000 ffmw 97CDO3 3 OF 9 5.5' -1 4.50ffm (11��`�aq•.805" 13,10TYP. LCOVER PANEL 10"x 45' COVER TVP. PANEL �y10.00" 0.14' SEE 'ATABLE 110" TVP. iIt a.o' 6.0' SEE TABLE 'A' SS� AI�GC�F o �3 9 OZ 6" W BEAM HEADER W No. 3 ..'� --{ 0.1' '(6061-T6 ALUM. ALLOY) d V� JE0.17' T E T- 10" X 5 1/2" W BEAM HEADER QQ� (6061-T6 ALUM. ALLOY) 750' #10 SMS o 6",12" OR 375' 9' O.C. FOR 6".12', do 900".291" 18' PANELS X10 SMS O 12' O.C. o STABILIZER CLIP - SEE DETAIL AG'. it SMS 6' O.C. FOR 6' do 12' PANELS - 9' O.C. FOR 18' PANEL a #10 SMS ® EACH ROOF P 3 1 / 5.406" 3 1/2' STRUCTURAL • 8 PANEL STRUCTURAL PAN L V. 12' OR 18' WIDE 079' .079' 2.725' ' 109' 0.062' 0.062" 4.00' 3.00'—i. AC 5 1/2" EXTRUDED HEADER AD ALASKAN EXTRUDED HEADER (6061-T6 ALUM. ALLOY) (6061-T6 ALUM. ALLOY) SEE TABLE -A'---% R=.05' — .09' TYP. al i RADIUS 3.00 0.721— 1.56 0.72 IH 0.93 0.72 9-T 3.00 --� 0.28 0.37 0.72 --{ 0.17 1.0' T (IN)= 0.048 T AB 3" X 3" HEADER (STEEL) ® 7" X 5 1/2" W BEAM HEADER (A-653 ry=40 KSI STEEL) (6061-T6 ALUM. ALLOY) rwcTrUrOC DMI ITDrn MD DANCI Tn WrAnrD rnNNrrTTnN4 TABLE 'A' MAX. WIND HEADER MAX. TRIB FASTENING NOTE'S LOAD DESCRIPTION WIDTH SCHEDULE °Q TU ,�F MAR ALL FASCIA 10' 2-#10 SMS PER 12' PANEL 90 MPH STEEL' CLOVER, C BEAMS, I BEAMS 12' 2-#14 SMS PER 12' PANE PATIO STEEL CLOVER, C BEANS, I BEAMS 21' 3-#14 SMS PER 12' PANE Engineering Services 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 ■l 90 MPH EXP B STEEL CLOVER, C BEAMS, I BEAMS 16' 2-#14 SMS PER 12' PANEL SEE ■2 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 ■l STEEL CLOVER, C BEAMS, I BEAMS 16' 3-#14 SMS PER 12' PANE SEE ■2 A 6' PANEL USE 50% LESS SCREWS 18' PANE SE 50% MORE SCREWS ■l .018 6 .024 PANELS ■2 .032 6 .036 PANELS '�-- r.SS DATE REVISION DATE REVISION l °Q TU ,�F MAR m z N0. 0� a Engineering Services &Y 0 1140 All Pro Drive Elkhart. IN 46514 9j KG ICBG ES EVALUATION REPORT NO. ER -2621P CA1 �E� DRAVIRM i NONE OR PART COMPONENT PARTS & CONNECTION DETAILS NAME E I RS STAMP u 2/8/2000 14ummK97CD04 SHEET 4 OF 9 �_— 36" —� ® 6' IN ALUM. HEADER SPLICE (6061-T6 ALUM. ALLOY) SEE 9+37' 062" pernuLpm .375" HANGER W/ A -RAIL 1.18 ® A -RAL (6083 -TB ALUM. ALLOY) . 2.10' r-1.710" — I .1 .057' 1.380" ® STABILIZER CUP FOR EXTRUDED HEADER QAC' (6083-T6 ALUM. ALLOY) — SKYLIGHT PANEL L TYPICAL 12' V -PAI ® TYPICAL SKYLIGHT PANEL CONNECTION wTTH 12' V -PANS 8-#14 Am HEA�ERR SPLICE MUST BE LOCATED WITHIN 12 OF A COLUMN. 5.406" TYPICAL 12' V -PAN 14 SMS EE TABLE 8.5 110 SMS * FRU .M - FOR SPACING N SPAM / FM f 1.50" I _T 2.25' A-RAL-SEEf062' OR DETAIL 'AF'p_ 2.50' SCHEDULE OF ALLOWABLE SPANS FOR ADJACENT TO SKYLIGHT PANELS. 6 " & 12".PANELS I LIVELOAD *6" PANEL SPANS *12" PANEL SPANS (PSE _ 0.018 _ 0.024 _ _ 0.032 0.036 _ 0.018 • t 0.024 0.032 0.036 10 11'-9' 14'-5' 17'-2' 17'-9' 11'-0' 13'-3' 14'-7' 15'-1' 20 W-8' 10'-6' 12'-6' 13'-5' 7'-11' 10'-4' 11'-8' 12'-1' 25 7'-2' 9'-5' 11'-3' 12'-1' 7'-2' 9'-3' 10'-7' 11'-2' 30 6'-1' I 8'-8' 10'-4' 1 11'-1' 6'-7' 8'-6' 9'-9' 10'-3' �cIII USE A MINIMUM OF (1) SKYLIGHT PANEL PER (4) - 6' ROOF PANELS �F AND (1)' SKYLIGHT PANEL PER (2) - 12' ROOF PANELS 1.50'D(TRUDED HANGER FOR SKYLIGHT TO PANEL C❑NNECTI❑NS, USE THE SAME NUMBER ® (6063-T6 ALUM. ALLOY) ❑F SCREWS AS PANEL TO HEADER. SEE TABLE 'A' DETAIL _F � ESSIONgT Q� . KATq�Fi G: 5' ..5 10" —�.s .5 --10" --�5' /y pQ 24„ 4< tA`L ALASKAN EXTRUDED HEADER SPLICE f a (6061-T6 ALUM. ALLOY) 18 1.686" --I 1 CONNECTOR ® EXTRUDED CHANNEL 1.500 (6063-T6 ALUM. ALLOY) 1.562"'1 yyQQ��EE, PLASTIC USED IN SKYLIGHT FABRICATION —f5 G.E. LEXAN POLYCARBINATE PER t = .062' RES. REPORT #3286 FOR 6' PANEL 1.10' FOR 12' PANEL 0.85' 1.07' FOR 6' 0.80' FOR 12' D. 5' .375' .42• .375 '. E5' T R=4.50' i . 10' F- — .30' 5.50' MM. SEE SCHEDULE ABOVE FOR ALLOWABLE SPANS FOR PANELS ADJACENT TO SKYLIGHT PANELS & NUMBER OF ROOF PANELS NEEDED FOR 1 SKYLIGHT PANEL SKYLIGHT•PANEL DATE I REVISION ( DATE I REVISION Engineering Services 1140 All Pro Drive f�0 26 0 �t .�'sOIIm�P8011=Elkhart, IN 48514 G 7 �" IC66 ES EVALUATION REPORT NO. ER -2621P OR PART- COMPONENT PARTS & CONNECTION DETAILS 0 AL1E�' NONE NAME R P 2/8/2000 97CD05 5 OF 9 0 611 1� APO BOLTS- m"TVP., 7� 15-7 r-.100' E: 1.575" 5.5" 2=3/8'X 3 1/2" HILTI KWIK— BOL4 TO SLAB OR FOOTER (ONE EACH SIDE) 3' x 3' ALUMINUM POST 750" 1.0" .750" 1.575" ® ALTERNATE 3" SQ. COLUMN CONNECTOR BRACKET (6063-T6 ALUM. ALLOY) PL 7 GA (.117 0 �Lta: 1(2' ROD opm-n3L 4 HffLDI OINEIER tl�S .. 1. ALL PARIS M BE HOT -W GAIYAN® OR ElECTOP ATED ZINC. WAY E USED N LEU OF ATTACHING 70 CONCRETE SLAEL 2. FAROCATON OF AMrlN ANCHORS AND SWETY STATE] 19 BEYOND THE SCOPE 09 THIS REPORT. FANWAYEDN DUALS Aro QUATIY CONTROL PROGRAM MUST BE SUBMITTED 70 BUILDING QFFICAL. FOR APPROM 3 NNNO ANCNR6 MAY BE USED N 7HE FOILAEING TYM OF SOIL: SAND GRAVEL CLAY. SANDY GRAVEL. S11Y GtANEL. SILTY SAW. CLAYEY SAID, CLAYEY GROAM. WW CLAY. SUIT CAY. AND CLAYEY STT. ® AWNING ANCHOR POST 2 .g& 2 1/2" . 3/IB• . x 1 2'. 2 1/2' . 1/4- ALLPl G• r 11' X. . 1/4 ALL PARIS TO E NQf-GIPPED CNYNIRED 1 CR ELECTROPLATED ZINC. HAY BE USED IN LIEU OF ATTACHING TO CONCRETE SARI SEE NOTE: /2 DETAIL 'AR' �-- 16 - SAFETY 6"SAFETI' (ALTERNATE TO CONCRETE SLAB ATTACHMENT) STEEL COLUMN 12. 1mN. . ENT /2'0 STEEL 12' LOK CENTERED ON COLUMN .12''-} . CONCRETE FOOTING lyl USE t - t/2' 0 srm REAR FOR FYxmNNS LIP 2'C 31' CUBE USE 2 - 1/2' • BARS PDN FOOTINGS UP TO 40" CUBE AND 3 - 1/2- • BANS FOR FOOTINGS IF lO 62' CUBE. No, 16213 ESP. 6 -30 -ad r SCHEDULE "F" - COLUMN TO FOOTING CONNECTIONS FOR 18' TO 41" FOOTING SIZES REQUIRED "W' WIDTH FOOTING SIZE'HILTI FASTENER CONNECnON TO 'd- (INCHES) (OR EQUAL) SIZE COLUMN TUBE FASTENER MINIMUM 430f SIZE SAP WIDTH 22' 2-5/1 WO BOLTS 1 4 3 79 3/8* 4 !/2' 28' 1 z e 30" 187 32" 2-5/8'0 a 4'd . 2050f - 2 .g& 2 1/2" . 3/IB• . x 1 2'. 2 1/2' . 1/4- ALLPl G• r 11' X. . 1/4 ALL PARIS TO E NQf-GIPPED CNYNIRED 1 CR ELECTROPLATED ZINC. HAY BE USED IN LIEU OF ATTACHING TO CONCRETE SARI SEE NOTE: /2 DETAIL 'AR' �-- 16 - SAFETY 6"SAFETI' (ALTERNATE TO CONCRETE SLAB ATTACHMENT) STEEL COLUMN 12. 1mN. . ENT /2'0 STEEL 12' LOK CENTERED ON COLUMN .12''-} . CONCRETE FOOTING lyl USE t - t/2' 0 srm REAR FOR FYxmNNS LIP 2'C 31' CUBE USE 2 - 1/2' • BARS PDN FOOTINGS UP TO 40" CUBE AND 3 - 1/2- • BANS FOR FOOTINGS IF lO 62' CUBE. No, 16213 ESP. 6 -30 -ad r SCHEDULE "F" - COLUMN TO FOOTING CONNECTIONS FOR 18' TO 41" FOOTING SIZES REQUIRED TENSION FOOTING SIZE'HILTI FASTENER CONNECnON TO 'd- (INCHES) (OR EQUAL) SIZE COLUMN TUBE OR HOR BOLTS 'd• = 18• 2-1/4'0 . 2• d 1-5/16'0 BOLT 430f 20' 2-3 a 2 I d 22' 2-5/1 WO BOLTS 8501111 24' 2-3 'tt BOLTS 79 26• 2-1 13 10d 3-516Y BOLTS 13301 28' 13300 30" 187 32" 2-5/8'0 a 4'd . 2050f - 34" N/A 38' NIA 38" N/A 40' N/A 42" 3-3/810 BOLTS I N/A ALTERNATE FREESTANDING STRUCTURE COLUMN ''d' SIZE IN ANCHOR BOLT OR L I FASTENER SIZES [NDICATES DEPTH © TO FOOTING CONNECTION DETAIL OF EMBEDMENT. EXAMPLE: 2 1 2 d INDICATES 2 1 2 EMBEDMENT OF ANCHOR "OR EQUAL" TO HILTI F ERS, ALTERNATE MUST BE ICBG ES. APPROVED TO PROVIDE ALLOWABLE TENSION EQUAL TO 'REQ'D TENSION FOR ANCHOR BOLT' VALUES SHOWN. HILTI INDICATES HILTI K8 -II ANCHOR BOLTS PER ICBG E.S. EV (4627. ®FOOTING SCHEDULE ®ATTACHED STRUCTURE COLUMN TO FOOTING CONNECTION DETAIL 'd" = 18" TO 32" C1 DATE REVISION DATE REVISION HILTI FASTENER ALTERNATE .- _ CD COLUMNANGLES w t �• 3 1/2• CONC.sLAe N0. 2COLUMN 7 sFOOTING UNDER 15" RU SLm .6 gISH& fir ®COLUMN CONNECTION DETAIL FOR SLAB s F0071NG ATTACHMENT ENGINEERS STAMP Awiwgm 1140 ll Pr DrI vloea 1 Elkhart, All Pro 6514 Ellcharf, IN 48514 ?AWN Hr KG ICBO ES EVALUATION REPORT NO. ER -2621P 5117-_ DRAWING NONE ORPART COMPONENT PARTS 2'Y CONNECTION DETAILS 2/8/2000 97CD08 6 of 9 a-5/16'• 5 1/2' x 10' ALUM IAF BEAM OR 5.5' 5 1/2: x 7. ALUM MF BEAM OR 2 5/16' BOLTS W/ 1.0' DIA. 1,575' 4 172' x 6 ALUM W= BEIM 1112 1�. - I x 3/32' THK. STL. WASHER COLUMN 10• - . - 8 — 5/16 ' BOL O'TYP. "LLpi 1750 100' 2.5' Posy CUT BOTTOM FLANGE OF 750' \\V'� I—BEAM AS SHOWN AT • 3'x8'x12 GIL 'C' COLUMN OR 3 1/2'x1o'x12 GA C .056— 2 5/16' BOLTS (RC–BEAM TO COLUMN CONNECTION ® ALTERNATE – 4 1/2' X 6' X 5 1/2' X 7" 3' x 3' COLUMN ALUM. W BEAM. CONNECTION DETAIL 5/18' BOLTS SEE TABLE 6.4 COLUMN E4 FOR QUANTITY (MIN4) T 3. YIN. OF 4.50' TOP PLATE A' 0.5' 0 L TOP PLATE 'B' Z' = COLUMN SUE + 1' 1Y' @ COLUMN SUE + 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 2,0' *'AB 1.05 J' x 3' HEADER6.0' 6–/14 1.0. ® COLUMN TO HEADER CONNECTION FOR 3' X 3- STEEL HEADER 'AB' ALL 'I' BEAMS 6 '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) ALUMINUM 'I' BEAM OR STEEL 'C' BEIM 2 5/16• BOLTS W/ 1' DIA. 2 5/16' BOLTS SEE 'x 3/32' THK. STL.. WASHER TABLE 8.3 COLUMN 7 1 —t=0.125" FOR QUANTT Y4 COLUMN 'Q' 'K' FOR QUANTITY 3' STEEL COLUMN -- 'Y = 0.048' ® 3' STE OLUMN TO HEADER CONN. BRACKET (6063–T6 ALUM.) _ V / ;�4® � � AR O 3 TE REVISION DATE REVISION TvA►+ ��trSS14NA, F KAT4, ` ®�'% V'� � � �' %�� • Engineering Services �� Lu � 1140 All Pro Drive Elkhart, IN 46514 fir t CMP ICBO ES EVALUATION REPORT NO. ER -2621P - '• NONE NWRYPAM COMPONENT PARTS & CONNECTION DETAILS ESHEET N INEER STAMP 2/8/2000 rmw 97CDO7 7 OF 9 IJ (�E-`& b 7.0y 6.78• `V- `5.0' 0 1' 2-7' C SPUCES 12' 1 t__OU° ONE EACH 510E OF 1 7. ' BEAM -+{�-0 062• 'TIGHT FR 1' II 78' 0.2 .ee• 1.0' .1' o.i• 0.12' 2.205' ® 7' X 5 1/2' ALUM. I -BEAM SPLICE BOLT LAYOUT 7" X 5 1/2' I -BEAM SPLICE .2-- (6061-T6 2 (6061-T6 ALUM. ALLOY) 2.60• 1/4' No. 16273 Exp. 6300 � FO1 APR 18 7' C SPUCES 3— #14 SMS 2— 2X 6 1/20 ALUM. HEADERS ® SPLICE DETAILS (6061-T6 ALUM. ALLOY) EACH SIDE 5 1 2' TP' R 37X 80 ALUM. HEAD V3— v 2'X 6 1 /2°X .024° 1 /2 ' °4 SMS ALUM° ALUM. SIDEPLATE 3— #14 SMS EACH ♦SIDE01, COLUMN SIDE OF COLUMN 1/2' ALUM.19 AWNING ANCHORS " n3'X 3' ALUM. ATES O 3 x 8 HEADER A4COLUMN WITH SIDEPLATES END VIEW CONNECTION n ++ 2 ANCHOR 3 ANCHOR 4 ANCHOR 2. & OR 4 ANCHOR DETAIL 15' S-11 1 O AWNING ANCHOR CLEAR CENTER IN FOOTING Trp. CIN - C ANCHOR MAI BI ANCHOR DETAILS FOR ATTACHED STRUCTURES FOOTING d° (IN) ALTERNATE FOOTING SIZE NO. OF ANCHORS 18 12 12 X 15 1 20 15'X 15'X 15' 1 22 18 18'X 15 1 24 20"X 20'X 15' 1 26 20"X 20'X 15 1 28 24 24 15' 2 30 24-X 24-X 15' 2 32 24 24'X 15' 3 34 124N 24N 15' 36 24'X 24'J( 15' 4 3— #14 SMS DOUBLE 2 X 6 1/2 - EACH /2EACH SIDE BH HEADER CONNECTION Q�0FESSIp 9 TE REVISION DATE REVISION �o TU AR 0 �� F v,. C-11)�' 2 WITH SIDEPLATES NO O 0604m 1140 l Pr OrI vtcea 1140 All Pro 6514 Elkhart.. IN 46514 JI 1or ICBG ES EVALUATION REPORT N0. ER -2621P qjF p GA`\� j V2/�a/2000 DRAWINGR � COMPONENT PARTS & CONNECTION DETAILS M GINEERS STAMP 97CDOS 8 OF 9 0.06' EXTRUDED HEADER SPLICE WITH TIGHT FIT INSIDE HEADER — ,fT SPLICER DETAIL ® 5 1/2' EXTRUDED HEADER SPLICE (6061—T6 ALUM. ALLOY) �10 x 1.5' SMS SEE TABLE 5 FOR SPACING ® 3 1/2' 'G' RAIL (6063—T6 ALUM. ALLOY) ' 1 fes• ALTERNATE 2- 2'X 6 1/2' HEADERS IN PLACE OF 3'X 8' HEADER WFFH POST & SIDEPLATES 3'X 3' POST ®ALTERNATE 2-2' X 6 1/2' HEADERS 3 /14 SMS EACH SIDE 'r 3' X 8' BOX LBEAM �T HEADER UMINUM W 3' 6' BRACKET .�' 3'X 3' ALUMINUM COLUMN L 3 3 3 /14 SMS EACH SIDE ® ALUMINUM 'H' BRACKET FOR CONNECTING COLUMN TO HEADER (6063—T6 ALUM. ALLOY) 3 #14 SMS EACH SIDE , Imo, W OR 2 5/16' BOLTS '�, No• �6 0: o) COLUMN SIDEPLATEES ALUM. FOOTING X BRACKET 2 3/8' x 3 1/2' USE ONLY ON SLA :SEENOTE OR d=26' FOOTERIGHT,. ; �� �; OR SMALLER OR FOOTING ® ALUMINUM FOOTING BRACKET. ,FOR CONNECTING. COLUMN TO CONC., SLAB OR FOOTING (6063—T6 ALUM. ALLOY) �...,.;I :.i. MAR 0 1 ND • �� 2"1 6 1/2'X 12' HANGER ALUM. RAFTER 0 16' OR 24' ROUfORMm O.C. HEADER 1 Fo i 2'X 6 1/2' ALUM. FASCM b ® ALTERNATE -DECORATIVE FA''7— OSCIA TRIMA ]7� EUIL .WSEE ® 3 1/2' 'J' HANGER I (6063-T6 ALUM. ALLOY) NON-STRUCTURAL 2.109' COMPONENT -y a � &721 ® 5 1/2' EXTRUDED SIDE FASCIA (6063—T6 ALUM. ALLOY) REVISION I DATE REVISION FS/2000 NONE%STAMP jag Engineering Services 1140 All Pro Crlve Elkhart, IN 46514 EVALUATION REPORT NO. ER -2621P PONENT PARTS do CONNECTION DETAILS CD09 9 OF 9 MS EACH (ANGER `I { 4-J8 SMS---R,- EACH MS EACH RAFTER E TAHRE� RIGHT. 15/16 ti� . BRACXET USED W\2' X 6 1/2' RAPIERS BRACfd f USED W/3' X 8' RAFTERS L7 RAFTER TO HEADER CONNECTION BRACKETS (6063-T5 ALUM. ALLOY, 't'=.060' 1/4' x 4' LAG SCREW �-T SEE TABLE 8.5 COLUMN WOOD LEDGER- 2 X DEPTH 2 1/8j FASTENTING 3g`orV , EA 1 , llr OR r SIDE 13-#8 .042" 3' x 8' ALUM. DWNG 1�.s io STRUCTURE O LATTICE ENGINEERS STAMP PATI❑ :� t=0.024 (3105-H25 ALUM. ALLOY) bR F 30 0 042'OR EAR2T 2-#8 SMS EACH BRKT. ao 0.032° � 3' x 8' PATI❑ 10' 4-#8 SMS EACH BRKT. .032 DBL 2 x 6 L11 90 MPH PATIO _ t OR .0265' M L1 HEADER 094 8' STEEL C O RAFTER do SIDEPLATES (3006-1-1391 ALUM. ALLOY) _ L4 COLUMN 22' (3006-H391 ALUM. ALLOY) (3006-1-1391 ALUM. ALLOY) MS EACH (ANGER `I { 4-J8 SMS---R,- EACH MS EACH RAFTER E TAHRE� RIGHT. 15/16 ti� . BRACXET USED W\2' X 6 1/2' RAPIERS BRACfd f USED W/3' X 8' RAFTERS L7 RAFTER TO HEADER CONNECTION BRACKETS (6063-T5 ALUM. ALLOY, 't'=.060' 1/4' x 4' LAG SCREW HEADER SEE TABLE 8.5 COLUMN WOOD LEDGER- 2 X DEPTH ANC4 FOR QUANTITY MAX FASTENTING ALL 10 PSF USE'l LAG EA 1 PER STUD 16' O/C SIDE 13-#8 .042" 3' x 8' ALUM. DWNG 6' RAFTER STRUCTURE 3' x 8' ENGINEERS STAMP PATI❑ ALT. SIMPSON HANGER SMS EACH BRKT. .036 SHOWN U 6R PER I.C.B.O. 31258 0 x 1 ES. EV. EAR2T 2-#8 SMS EACH BRKT. ® ALTERNATE RAFTER TO WALL CONN. b. .048 MIN. �r V ' 4' ASTM A-653 Fy=40 KSI O STEEL CONNECTOR FOR WOOD COLUMN CONNECTION p X 2 ' SNS FOR 1 1/2' CFO,ATTX E 8 z 2 1/2' 2' CE TnCE UM. RAFTER L9 LATTICE TO RAFTER CONN. L= 1.92' FOR 2' X 6 1/2' RAFTERS L= 2.q'FOR3' X 8" RAFiERS .04 I � 1' TYP. 1 ryp N 2-#B SMS EACH SIDE 3� 2- 10 X 1 3/4' WOOD SC OR 2-110 SYS INTO METAL (6063-T5 ALUM. ALLOY, Y= 0.040' L6 RAFTER HANGER HEADER HEADER DETAIL MAXIMUM MAX FASTENTING GAGE 1 WIND LOAD 1 TRIB 1 13-#8 .042" 3' x 8' L1 90 MPH 6' 2-#8 SMS EACH BRKT. 97LT01 3' x 8' ENGINEERS STAMP PATI❑ 10' SMS EACH BRKT. .036 3' x -8' L1 90 MPH 5' 2-#8 SMS EACH BRKT. 3' x 8' PATI❑ 10' 4-#8 SMS EACH BRKT. .032 DBL 2 x 6 L11 90 MPH PATIO 10' 3-#8 SMS EACH BRKT, 094 8' STEEL C L23 90 MPH 22' 2-#14 SMS EACH BRKT. 90 EXP- C 1 10' 2-#14 SMS EACH BRKT, DATE I REVISION I DATE REVISION N . 2 70 P 3 31 2 �2`1lll fjmag Engineering Services Drive 1140 All Pro Drive Elkhart, IN 46314 F CAUF�� Or Kc ICBG ES EVALUATION REPORT NO. ER -2621P NONE f2/8/2000MR AWING COMPONENT PARTS & CONNECTION DETAILS ORFOR PATIO & COMMERCIAL LATTICE STRUCTURESS ME 97LT01 SHEEr I 1 OF 4 ENGINEERS STAMP 1/2P•LUDG PLASTIC BOX 2"x 6 1/2" OR 3' x 8" SEE SCHEDULE FOR SIZE -7 �/ TERNATE 2- 2'I(6 i/2' / HEADERS IN PLACE OF `\\ 3'X B" HEADER WITH HEADER SPLICE MUST BE CENTERED ON COLUMN ` POST & SIDEPLATES ' 2- /14g o DE I BOX sms SE ION 3'X 3' POST 3' X 8' HEADER -0, NOTE: USE PLASTIC PLUG TO FILL 1/2- DIA. , ° I ACCESS HOLES USED *0 11TTACHING S.M.S. INTO AN07M BOX SECTION IN WHICH 2- 2' X 6 1/2' SIDEPLATES OF i THE SMS LENGTH WOULD EXCEED 2 1/2'.. ONE EACH SIDDEE I COLUMN COLUMN L10 PLASTIC PLUG DETAIL L11 ALTERNATE 2-2" X 6 1/2" HEADERS L16 HEADER SPLICE DETAIL SSION 4'f C� G9 W O� 3.0" yV� c. O NEiO 37" (4) 6•)0 3.00 � 0.721.56- 0.72 P` 0.93 f 3.00", 4.00" .188' 3 0.72 2Q�3 5.00" OR 6.00' TYP• 68B"(4) /4) R I L32 3", 4", 5" OR 6" '094` 10" R x '7 D"(4) 10" HIGH 0 3156 3'00 0.28 �' L STEEL COLUMN Fy=36 KSI ALU MAX 1.(4) 0.37 L3.00", L0. .68 0,72 4.00" .43714) 11 -0.17 5.00" OR 6.00' 125' RAD T. (IN)= 0.024, 0.030, 0.040 (ALUM) .020' DP. (36) = 0.048 (STEEL) DATE REVISION DATE REVISION x 70' .062' RAD.'(20) 12 ( ) 187' RAD.(16) COLUMNS MAY BE TRIMMED W/FLEX— ALUM. FACING. QROFESSI L31 FLUTED COLUMN L30 3' ALTERNATE COLUMN Q�� Tu OR ��" �!z • (3' ALUM. 6063 -TES) (3003-H16 ALUM. ALLOY A-446 Fy=40 KSI STEEL) cv �,,, Engineering Services 1140 All Pro 6551• •�� � "t' = 0.062" UNLESS OTHERWISE NOTED � N0• �m��'��' Elkhart. IN 48514 ��3 � ICBO ES EVALUATION REPORT NO. ER -2621P PARTS & CONNECTION DETAILS COMPONENT �NONE �E I"PAi10 & COMMERCIAL lATncE STRUCTURES OFHEEr ENGIN IAP 2/6/20 0� w?;T03' S 2 OF 4 . '� 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' --moi FOR QUANTITY U40 LL41J 750' .100' 1.0' 2.5' .750' .056 �I 5/16' BOLTS SEE TABLE 8.3 COLUMN 'M' FOR QUANTITY .048 x 3' x 3' STEEL POST 3"X'8" BOX BEAM WRAP ®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 APR 18 2003 No. 16273/ Exp. 6.30• Q) DATE REVISION DATE REVISION . :U +'l cv a Engineering Services Lu oc NO, ' 1140 All Pro Drive Eildmrt. IN 46514 Kc K= ES EVALUATION REPORT NO. ER -2621P JI COOR PART MPONENT PARIS PARIS • CONNECTM DEMLS ;��� NONE 11 FOR PATIO • COMMERCIAL LATTICE STRUCTURES 26/2000 97LT03 . 3 OF 4 EERS STAMP 3' 3" .038' OR .042' x 3' x S' HEADER L25 70 do 90 MPH WIND SPEED i' #14 SNS EACH SIDE 3" X 8" BOX BEAM HEADER �.ALUM. 'H" 6° BRACKET 3'X 3" ALUM. COLUMN 1 L24 ALUMINUM 'H' BRACKET FOR CONNECTING COLUMN TO HEADER (6063—T6 ALUM. ALLOY) _3_#14=SMS'-EACH SIDE OR._2_5/16':BOLTS 8 3/8' HD_TI KVDC 1LT H V/ 25' ENBEDNENT I 3'X 3" POST I I I T2"X 6 1/2- 1 SIDEPLATES /2'ISIDEPLATES ALUM. FOOTING BRACKET I - (SLAB OR FOOTING L27 ALUMINUM" FOOTING -BRACKET FOR- CONNECTING POST TO CONC. SLAB OR FOOTING (6063=T6 ALUM. ALLOY) 3'X 3" POSTS ' COLUMN W/ 'H' BRACKET 014 SNS EACH SIDE HEADER SPLICE MUST BE ON CDLUMN 2- 14 SYS a o SIDE 3' X B' HEADER o 0 16SIDE OF DEPIATfS 'X 3' U EACH �aoDEE COLUMN L16 HEADER SPLICE DETAIL APR 18 2003 L26 3'X 6' HEADER 3 #14 SKS EACH SIDE 0.0 00 Joe 3 #14 SMS EACH SIDE 2'X 6 112' SIDEPLA1ES 3'X 3' POST COLUMN W/ SIDEPLATES ::...: , . ,: 12' 12' araY � =,n . > ® SAFETY STAKE IN CONCRETE FOOTING dC,in -- r- nfEss 20bi it DAIEI "-REVISION% t„ A DATE REVISION T U N0. 0 r-Enpinsering Services 1140 All Pro DrIve EDdwr1, IN 46514 i <t MEN ur KG ICBG ES EVALUATION REPORT NO. ER -2621 P NONE COMPONENT PARTS A CONNEDIION DETAILS FOR PATK1 t caIYERGx =w snwmRF.S - : 3.31-02 97LT04 4 OF 4 ;IN S STAMP OPV, WTMEN7. Oo gUTTF %I °° � �ll °0 ° 0 c \0 0 A��UNI eUc WCP� . Department C o u n t s micnael (.rump, 'Director Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREI Project Description: Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program 1 I 024-110-042xt, T Ci- -,03-2892 CAAIPOS, TERESA�"- 232 NIEKSON'A* - �V`E-, GRIIDLEY UPGRADE ELECTRIC PANEL COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 5-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 032892 ASSESSOR PARCEL NUMBER 024-110-042 ZONING _5 BUILDING PERMIT OWNER TELEPHONE tiew �1C1 SO. FT. OCC. BUILDING VALUATION .r. OWNEAR9 MAILING ADDRESS - ')12 rI C ! R+ �f C1Q48 CONTRACTOWS NAME - - `.--r -- - TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ELECTRIC SERVICE UP GRADE -NEW PAIOL Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI rPI W 1 @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service p q OR LESS 23.0023,00 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.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: EI 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 Main Service ZDOA TO IOooA 46.00 NEW CONST. DW OR ( .%NG OCCUP. 3.50' ; S. coNS. MUL�TC NoraaEslD. cITS@7.50 APPARATUS a SINGLE OLfTLET CIR. .00 EX. Occup. OUTLET OR FIXTURES BAL @ I.SO FULLNS. R 5.00 EX. Occup.ouTLEDETsAPPRESID. OEA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 143.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. ' X ..t 4 �l2s�s-F, Date ?_ l�- 6_ Signature of Applicant - ❑ Owner ❑Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 43.00 HAZ. D. FEES IMP FLOOD CDF PARCEL I PD HD SSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. 'Date , PERMIT EXPIRES ON Dale Receipt No. ��/) �'/ �%_� WHITE-D.D.S.-B.D!---CANARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT _ _ .... - `1...Y' ...� �z v . -.. r . .�.. \ �.Y^'�'t.--...y.`• ^. -vim• ��w�./�' r. . COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates tha& the following violations of butte county Ordinances exist at the above address. and should be corrected. Please notice this office when, correction of work is completed. If you have any eslions pertaining to this matter, or need .-additional explanation, please contact this offi mmediately. J o1/if/G- 116614471-o-4 &(,*"z r. 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 03-2892 ASSESSOR PARCEL NUMBER 094-110-049 ZONING BUILDING PERMIT OWNER TELEPHON SO. FT. OCC. BUILDING VALUATION .OWNERS NaQiN* ADDRESS CONTRACTOR'S NAME TELEPHONE azIER CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS -2-3-2 NIELSON AVE., GRIDLEY GA 9596-8 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ELECTRIC SERVICE UP GRADE -NEW PANEL- Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI WT—' @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service '..A OR LESS 23.00 2_1 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.PSINGLE License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 0 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) E I I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner s0 as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workerscompensation provisions of section 3700 of the Labor Code, I shall forthwl comply with ese provisions. _ Date' Q Signa ure of Applicant - ❑ Ow er ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in hei t. Main Service TO 46.00 NEW CONST. DWELLING LING OCCUCUP. OR ADDNS. ( 6 ACC. BUDS. SO 3.5QFT. NON-RESIOT. MULTI -OUTLET �a 7,50 8 OUTLET OWER APPARATUS Ex. Occup. OUTLET ORFIXTURES SAL @ .50 Ex. Occup. ourLEEDTs AaID.DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 43.00 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 $ HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated a ove for whic s have been paid. Date PERMIT EXPIRES ON 9 /q- gra Receipt No. WHITE-D.D.S.- AR -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 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 a --R --,%M. ASSESSOR PARCEL NUMBER _ _ O w ZONING` BUILDINGPERMIT OWNER T MON, Z SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING AQ&RESSF _ � Ii�IriS��T �1�. �✓c�`� CONTRACTORS NAME— _ J�YLFPHONE CONSTRUCTION LENDER LENDERS MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS LOT NO. I SUBDIVISIONS NAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other _ SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utirrlies ❑ Installation ❑ Other Describe Work: t-" to c S,oiviCG Lade, a de Nm ) .PERMIT FEE PAID C "71 SHERIFF OTHER $ -,V8 1 ou Ea AMOUNT RECEIVED $ 17 3, DATE RECEIVED RECEIPT # 3 �Oc5D2 Total Valuation $ BZ 5 .50 Ex. Occup. OUTLE P61D) Fee $ 20.00 —Filing Permit Fee • $ Misc. Wirina Plan Checking Fee $ Energy Plan Checking Fee $ $ PERMIT FEE S PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 1 15.00 Mobile Home I S G I W I 1 1 %W20.001 1 PERMIT FEE $ ELECTRICAL PERMIT Main Service C000VoA oORR ESS Main Service 200A TO f000A NEW CONST. DWELLING OCCUP. OR ADDNS. & ACC. BUDS. ng Fee 20.00 23.00 46.00 3.5¢Fro. @7.50 Ex. Occup. OUTLET OR FDrrURES BZ 5 .50 Ex. Occup. OUTLE P61D) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 I PERMIT FEE I S 60IR I G'O 9 MECHANICAL PERMIT I Fling Fee 1 20.00 6.50 Ventilation Mobile Home Installation Fee $ Energy Inspection Fee $ coc CONST. TYPE I TOTAL FEE $ , w HAZ I D. FEES I IMP I FLOOD I CDF I PARCEL I PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON NOTES •f r RESIDENTIAL 024-110-042 3-1906 PERMIT NO CAMPOS, TERESA , _ 232 NIELSEN AVE, GRIDLEY ADD BEDROOM & BATH TO EX -7/04- ) ,11�2 - v 11 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter By Date ELECTRI Meter By Dat JOB FINALED (Dat6 . -�) v �7— Signature CHECKED BY J=OK 0 = Not OK = NotReadyab1e + MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water;. Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location=Test-Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office 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 B. 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 POOLS (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 Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 = OK = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDEBFLOOR (Plans) OK except #'s lvo'Zopiag-Setbacks-Easements-Flood-Slope tg., Main; Soils-Elec. Grnd.-JZP Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth . Stemwalls, Main; Steel-Blockouts-Wrapped ps s r� { fy8femwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9�8�tl4 , 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. irders-Sills-Anchor Bolts-Joists-Vents-Crippies Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUM G (Permit) OK except #'s W'Water Htr.; Vent -Access -Combustion Air Baffle ater Pipe; Test & Anchor -Nail Protection t ]�►B1>1f Test Fittings & Anchor -Nail Protection fly 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower Second Floor -Tub Access _ 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 12T -Fixture & Transformer Clearance -Ins. Protection 24 --Mc. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled 27. F Apmex Installed Close to E St 28. Equip round m /Me as eners- on s & Water. 29. 2 Appli sin Kitchen & Conductor Size GFI AV-ru-bfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 No Service -Riser Conductors & Ground Main Disconnect oL 33oCq_uip. Clearances Panels-Motors-Mech. Equip. 4. Clothes Closet Light -Shower Light -Spa Light _ Smoke Detector Date 61. Card B-1 Date Card B-1 Date Insulation -Walls -Ceilings Card B-1 Date Card B-1 Date MECH ICAL (Permit) OK except #'s 13-1 Date Card B-1 Date Date F 6 . A.C. Ducts Insulation & Support 6T 377 Vent Fan, Exhaust above insulation Furna Vents -clearance -Comb, Air -Connector - In arageAbove Floor-Ducts-Mech. Protection 38. densate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet ttic Access & Platform if Furnace in Attic Date 70. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sills Proper Materials & Anchors 4L/9Palls Studs -Nailing Spacing & Braces -Plates -Sound 43/Bearing Walls over Girders & Floor Nailing 4. Draft Stop in Walls (rat proof) e Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRA ontinued) Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. VM-eTies or Type A Flue -Fireplace Throat Clearance ccess; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exitina Doors -Sill Ht. & Dimensions . 52. Garage Fre Protection Framing -RC Channel 53. ProDe Line Firewall & ODeninas 54' E oor One 3' -Check Garage 3rd Story, 2 Exits 9ZVstai idth-Headroom-Rise-Run-Landing-Fire Protection ood on Roof Overhang -Attic Vents -Rafter Outriggers 1 /3 idinq-Nailinq Veneer V- 0a P 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -W ' dows Date,C-j--?_UCard 13-1 Date Card B-1 Date Date F 6 . Card)BZ1 Date Card B-1 A ans) OK except #'s t. Steps -Door & Sidelight Protection -Landings 6T Smoke Detector 66. Furna Vents -clearance -Comb, Air -Connector - In arageAbove Floor-Ducts-Mech. Protection 63�.�SFk6om Exiting F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Ab o% Floor-Mech. Protection 78. Plb.; Elec. ech. Equip. Listed for Location 79. Elec. F Jedeptacles in Garage (F.F.I.)-Romex Protection ulation-Foam-Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following Instld./Drive O Yes O NoMalks O Yes O No/Planters O Yes O No 84. Stucco Br Gun -Finish 85. A.C. VFdpisconnect, Electrical -Plumbing 8 ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water II, Disconnect, Electrical, Plumbing 88. Ex or Elec. Trim, G.F.I. Receptacle -Underground e ' a ' n Throughout House 20-'613WIProtertion orrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkl Date` Card B 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 ,.BUILDING DIVISION~ ` DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751: 7 County Center Drive • Oroville, CA • (530) 538-7541 r + Ate.. CORRECTION NOTICE 69- OWNER 9- OWNER C. PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and skould be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. V ' t Date �/ / �' �� Inspector REV 10/92 COUNTY OF BUTTE i NIL— BUILDINIG DIVISION DEPARTMENT OF DEVELOPMENT SERVICES �'. 411 Main Street • Chico, CA • (530) 891-2751 -`- 7 County Center Drive • Oroville,'�A (530) 538-7541 CORRECTION NOTICE 6 L� — f Y UJo OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and�hould be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, ti please contact this_otfice immediately. t .y r t o i INSULATION CERTIFICATE Site Address a�>a r\��,1��. v� Nu}�er�c(S eet County +Subdivision Permit Number city Lot Number Description of Installatin e�d�CA 1. ROOF Material ,,, Brand Name Thickness (inches) Thermal Resistance (R -Value) IC -1 ;cING ( attr Blanket Type -�J g Bzand Name oW 2V\r C Of Thickness (inches) Thermal Resistance (R -Value) . 3 Loose Fill Type Brand Contractor's min installed weight/ftz lb NEnimum thickness inches Manufacturer's installed weight per square foot to achie-e Thermal Resistance (R -Value) 3. EXTERIOR WALL 11 Frame Type -.t j ©fid - a ),-q k ox A. Cavity Insulation Material Thickness (inches) B .:Exterior'Foam Sheathing - Material Thickness (inches) 4. RAISED FLOOR Material - Thickness (inches) 5. SLAB FLOOR/PERIMETER Material Thickness (inches) Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Band Name 6W e V .5 r ,fin Q T_Zermal Resistance (R -Value) l /3 Brand Name Tnermal Resistance (R -Value) Brand Name jo UJ e vN 0-0-( y\ I' Thermal Resistance (R -Value) '? —1 A Frand Name Thermal Resistance (R -Value) Material 111 14 Errand Name =Thickness (inches) Thermal Resistance (R -Value) Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Fart 6, California Code of Regulati as indicated on the Certificate of Compliance, where applicable. ^ *Z Item #s Signature, Date Installing Subcontractor (Vo. Pa®R General Contractor (Co. Name) O wrier Item #s Signature, Date Item #s Signature, Date Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Compliance Forms August 2001 A-36 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 1 of 2) MF -IR Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: • §150(a): Minimum R-19 ceiling insulation. 7- §150(b): §150(b): Loose fill insulation manufacturer's labeled R -Value. ' • §150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -Factor in metal frame walls 1� does not apply to exterior mass walls). I • §150(d): Minimum R-13 raised floor insulation in framed floors. § 150(1) : Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perailinch. § 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. §116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. / 2. Fenestration products (except field -fabricated) have label with certified U -Factor, certified Solar Heat ✓ Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. N § 150(0: Special infiltration barrier installed to comply with § 151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: J� a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ✓/ - § 150(i): Setback thermostat on all applicable heating and/or cooling systems. y §1500): Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. / 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined intemal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55° F insulated. 6. Piping insulated between heating source and indirect hot water tank. Compliance Forms August 2001 A-5 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75yy113, JqLq)J!0. (Rev.12/96) APPLICATION AND PERMIT ASSESSORP VELyUM1lO-042 ZONINGA-5 BUILDING PERMIT OWNER Campos, Teresa 846-5521 UPH TEONE SO, Fr. OCC. BUILDING VALUATION . S MAILING OWNER 232 Nielson Avenue Gridley Ca 408 12 22 032.00 CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $22 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $234.00 Plan Checking Fee $152-10 BUILDINGADDRESS 232 Nielsen Ave Gridley Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 429-10 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap7.00 21.00 Solar or heat um water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: adding -an-d-j_jBthe 2LI�% Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT I ing Fee 20.00 Main Serviceeo.v, oROR LESLEss 200A S 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 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. ❑ 1 am exempt under Sec. Business and Professions Code - for this reason34-10 WORKERS' COMPENSATION DECLARATION I 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 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING UP. OR ( . SO 3.50 TO 14.30 tw cors . Mu��o NON-RESID. C 97.50 POWER APPARATUS 8 BINDLE OUTLET CIR. Ex. OCCu OUTLET OR FIXTURES 20 @ 1000 B . FIX1 Ex. Occup. ounFrs PRM.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 extend chir-ts .15-00 PERMIT FEt S'AQ SO Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to Yorkers' compensation laws of California, and agree that if I should become subject to the workers' compensation pro ' of section 3700 of the Labor Code, I shall fortwh with iohs. X Date �-,2g^ - O Sign lure of Applicant - ❑ Owner 10 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 TOTAL FEE $ HAZ. 0. IM 00 COF pggC pd HD Su This permit is hereby issued under of the B e County ode and/or Indic d v or w ich fees have By �t/`�� PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. .30 Date et¢ Receipt No. Z R WHITE•D.D.S.•B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD-APP_ICANT COUNTY OF BUTTE -DEPARTMENT OF DEVEL PME SERVICE - UI4.DING DIVISION .rte #01 R6 '�. 7 County Center Drive, Oroville, CA 9 65 Phone (530)538-7541 Fax (530)538-2140 PE�RMIT APPLICATION DATA SHEET ` OWNER: / A ESSOR PARCEL NUMBER Proposed Building Use: nter Technician: Date: / Items required in order to apply for a permit. All boxes MUST be checked 0A marked NA in order to apply. I. Plot plans, 3�r 4 sets, signed,y the preparer of the plans. ❑ 2. Complete plans 3 ,, r 4 sets, signed by the preparer of the plans. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duulicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .......................... .......... ❑ ' 1"0;. -Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plain review upon receipt of the following items.) 1 ' Fees as shown on the attached Schedule of Fees Due Sheet�........................... �-----t-� / 5. Statement of Intent for Non -heated and A/C Buildings ................................. f� 16. Sanitation and plot plan approval from the Environmental Health Department in f V V"-7 ��3 rnSs ❑ 17. City of Chico Plumbing permit........................................................................ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... 19. Planning approval for (A) Use: O K (B)Parking: (C) Parcel Check: . 6-10 c�3 ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... eLet orker'sCompensation Carrier and Policy Number......wner-Builder Verification (❑ Given to owner, ElMailed to owner) ..................... er of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance................................................................ ❑ 29. Existing violations and/or expired permits............................................:.:........ ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone _ and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. 9 Y Applicant:. � �, f�':� t> Date: ��10 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counteky Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow Ruildina nivkinn �,__..._...,�...;..-.rr�...?'rt, �i•wr. ...ri.,. _pY.". ..,r. n .��..:Wi. :. ..,''..a...... -.. ,. ..Ps•.v,�: F...;*�., ... i-'ir r. rr•'-. ... ..., ..._r_.♦:.ro.. .. ,�. .q. .. .� BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District i Building Department No. A.P. Number IMP Xzunpiction: City County Property Owner �. Property Location/Address /fi j pA- l (- ', / VW , Subdivision Lot No. ............................................................................. Residential Development,J Sq. Footage No of Living Mobile Home d ltio'Si/ Supplemental to (Group R) Units Installation Convertion Permit # '(No foundation inspection): Building Department Representative District Identification No. t, f (Street Address) (City) I=l Plans revlewea by School Uistnct Personnel) School District certifies that has complied with the requirements of Resolution No. representing Q square feet. School District Representative Paid by Check # wL Remarks: C (State) Sq. Footage (Including Exterior Foofeq Areas) I P Date "ere,Sa COLM100,'; (Applicant) y (Phone Number) (Zip Code) by payment of $ 1FAEi2926 $ FULL MITIGATION $ //1-,�. Date - llnri\P_V- Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written.protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm O.Bo_ I I OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. . For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work If your work is being performed by someone other than yourself; you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they applyI i If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors; then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are . subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, ifyou wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If time structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building ---permit,-erroneously implying -that -the property owner is providing his or her own -labor--and material personally.-Building— permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, �,: -A - .A a hlic 1 C. ViB.O. er, Building Inspection' NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code OVER o.. - OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. Qpersonally plan to provide the ajor labor and materials for construction of the proposed property impr vement : YES NO ❑ HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CI'T'Y: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK Sl G-2 5 -o3 NOTE. This Owner -Builder Veril'7cation is required by Section 19831 and 19832 of the California Health and Safety Code. This verifu ation must be completed and returned to our office before we are permitted to issue the permit. 3"W" " Jan 21 03 Department -of Development Services Building Division 9 Cou`tl<ty Center Drive Omvillc, CA 95965 (530) 538-7341 (530) 538.2[40 FAX ADDITIONS TO RESIDENTIAL BUILDINGS ENERGY COMPLIANCE PACKAGE CLIMATE ZONE I i Owner Permit Number Address_ 3? ''tA ki. cx V Floor Area !V A' - �_,,Mw'4F^'rt_."Y-',..Y�•.- The foUowirtgdata showing mandatoq and required features shalt be Insialled for addNtons to dwellings .Addid0ft Ahall aot include converston of non-conditbnedr iipico to conditioned space. R4modeling of ezistinp cenditIi6d spacevts,not �naitidad . _"�' _ _ - ,.-w,.._C-'=. ".4..�'4gA'�•,.._�... �C'� - r: . -�--- _ "".��-"'�'_:. :.-.:�if COMPONENT ` " r10030.FT 101;499SQ.FT 50049960.F7 Ceiling insulation R-19 38 R-38 R-38 Wall insulation R-13 -13 R-13 R-19 Floor Insulation R-19 .19 RAA R-19 Radiant Barrier Required equir_ Required Required Glass 1.1 -factor .76 f75 ' 65 ,65 Max.area of glass 50 sq.ft169E Pius remove 169A plus removed 16% Solar heat gain .40 .40 .40 .40 NSEW: Heat, Electric Not allowed Not�/Ilowed Not allowed Not allowed resistance Heat, Gas AFUE 78% AFUE 78% AFUE 78% AFUE 78% Heat Pump -Split HSPF 6.8 HSPF 6.8 HSPF 6.8 HSPF 6.8 Heat Pump Package HSPF 8.6 HSPF 6.6 HSPF 6.6 HSPF 6.6 Cooling - Split SEER 10 SEER 10 SEER 10 BEER 10 Cooling Package SEER 9.7 SEER 9.7 SEER 9.7 SEER 9.7 Thermostatic Required on new Required on new Required an now Required on new expansion valve* spllt AiC systems split AIC systems split AIC systems split AiC systems Duct Insulation R-4.2 R-4.2 R-4.2 R4.2 Duct Seating, Required Required Required Required Additional Nater Any which meets Any which meets Any which meets Any which meets heater budget budgetR1 MI p.3 • pe u get Budget C 4J l� 1 r 1 0 AS AN ALTERNATIVE. GLAZING WITH A MAXIMUM 0.40 U -FACTOR AND A MAXIMUM 0.35 SOLAR HEA TT "N COEFFICIENT. A O A A' 11.0 SEER SPACE COOLING SYSTEM CAN BE SUBSTMMO FOR DUCT SEALING AND THERMOSTIC EX� p�1k9L 1gaL O 1 V AND THERMOSTATIC VALVE REQUIRES SPECIAL INSPECTION BY A HERS RATER &"% �! PROVIDE INFILTRATION CONTROL: WEATHERSTRIP DOORS. CERTIFIED WiNDOWS, CAULKING. APPROVED � p p �� /E ('� LIGHTING KRCHEN ANO BATH NOT Ltf'SS THAN 40 Lt#MENSIWATT ' ' /"AI- G� V D DUCTS TO MEET REMMEMENTS OF UNIFORM MECHANICAL CODE -CHAPTER 6. DESIGN COMPLIANCE STATEMENT: THE ABOVE BUILDING DESIGN MEETS THE REQUIREMENTS OF TITLE 24. PARTS 1 AND 6 OF THE CALIFORNIA CODE OF. REGULATIONS `T =- - _. _ -- _ _, _ �. ... PROPERTY OWNER ORCONTRAT ;•w (6lI10I ROOF TRUSSES TJI FLOOR SYSTEMS 8350 INDUSTRIAL AVE. ROSEVILLE, CA 95678 (916)774-1115 FAX: (916)774-1450 CUSTOMER NAME: MIKE CAM POS JOB NAME: ADDITION LOCATION: 232 NEILSEN AVE m LOAD: 37 PSF. WET SEALS COPIES PARALLAMS MICROLLAMS LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF ani&BTR 1- 4 BOTTOM CHORDS: ,2x 4 OF #1&BTR 1- 3 WEBS: 2x 4 OF STAND 1- 4 TC LATERAL SUPPORT <- 12"OC, UON. BC LATERAL SUPPORT <= 12"OC, UON. (2)C-1.5x2.6''0rlequal at uprights rV O O TRUSS SPAN 24'- 00" LOAD DURATION INCREASE - 1.25 SPACED 24.0° O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD 37.0 PSF BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. 12-00-00 12-00-00 I; F,nl� C -4x4.3 �F Fn C-56.1 (S) Scale: 1/4" 24-00-00 UBC 97/TPI SINGLE MEMBER FORCES 4WRGO T 1= -1470 B 1= 1322 W i= -295 T 2= -1291 B 2= 908 W 2= 453 T 3= -1291 6 3- 1322 W 3= 453 T 4= -1470 W 4= -295 LEFT = 888 RIGHT = 888 BEARING AREA REQUIRED (SQ. IN) JOINT 1 1.42 OF / 2.19 HF / 2.09 SPF JOINT 5 1.42 OF / 2.19 HF / 2.09 SPF MAX LL DEFL = -.040" @ 7 L/240 = 1.171" MAX TL DEFL - -.092" @ 7 L/180 - 1.561° MAX HORIZ. LL DEFL = .015" @ 5 MAX HORIZ. TL DEFL = .035" @ 5 Truss designed for 4x2 outlookers 2x let -ins of the same size and grade of structural top chord. Insure, tight fd at each end of let -in. Connect Wth C-2.5:(4.3 at each end and C -1.5x2.6 at center of board (uon).REFER to seq.no.056943 for plate Placement detail. BUTTE COUNTY I - - BUILDING DIVISION APPROVED I O O WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. Design conforms to. UBC -97 AnVer: 1 (1L) -M 2. guilder and erection contractor should be advised o1 all General Notes and .09 2. Design assumes the top and bottom chords to be laterally braced at Warnings before construction commences. 3. 1x3 compresslon web bracing must be butelled where shown +. 2'-0 o.c. and at 12'-0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Instalation truss the the DATE: 6/10/2003 4. All lateral force resisting dements such as temporary and permanent bracing, of Is responsibility of respective contractor. 5. Design assumes trusses are to be used in a non -corrosive environment, must be designed and provided by designer of complete structure.and are for "dry condition" of use. DES. BY: Computrus assumes no responsibility for such bracing. 5. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if COiT1PUTf U9 Inc. necessary. 7• Design assumes adequate drainage is fastener, are complete, and at no time should any loads greater than design provided. 8. Plates shall be located on both faces of truss, and placed so their center SED .: 1256628 loads be applied to any component. B. Computrus has no control over and assumes no responsibility for the lines coincide with joint center lines. MANUFACTURNG . ENGWEEMNa . COMPUTER SYSTEMS 9. Digits indicate size of plate in inches. fabrication. handling, shipment and installation of components. 10. For basic design values of the Computrus Plate, indicated by the prefix 7. This design Is furnished subject to the limitations on truss designs set forth by the Truss Plate institute in'Bmdng Wood Trusses, HIB -Bt'. a copy of which will be furnished by Computrus upon request. "C", see I.C.B.O. R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix "CN", the designator 118) indicates 18.ga. material is used. All others are 20 ga. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #16BTR 1- 4 BOTTOM CHORDS: 2x 4 OF #16BTR 1- 3 WEBS: 2x 4 OF STAND 1- 4 TC LATERAL SUPPORT <- 12"OC, LION. BC LATERAL SUPPORT <= 12"OC, UON. Cu O 1�O O 12-00-00 12 5 901 TRUSS SPAN 24'- .00" LOAD DURATION INCREASE - 1.25 SPACED 24.0" O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 37.0 PSF BOTTOM CHORD CHECKED FOR SOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE_LOADS ACT NON -CONCURRENTLY. C -4x4.3 12-00-00 12 C-56. i (S) Scale: 1/4" 24-00-00 N O �t O O UBC 97/TPI SINGLE MEMBER FORCES 4WRGO T 1- -1470 B 1= 1322 W 1= -295 T 2= -1291 B 2= 908 W 2= 453 T 3- -1291 8 3= 1322 W 3= 453 T 4= -1470 W 4= -295 LEFT = 888 RIGHT = 888 BEARING AREA REQUIRED (SO. IN) JOINT 1 1.42 OF / 2.19 HF / 2.09 SPF JOINT 5 1.42 OF / 2.19 HF / 2.09 SPF MAX LL DEFL = -.040" @ 7 L/240 = 1.171° MAX TL DEFL = -.092" @ 7 L/180 = 1.561" MAX HORIZ. LL DEFL = .015" @ 5 MAX HORIZ. TL DEFL = .035" @ 5 BUTTE ILDING DIVISION A' WARNINGS: General Notes, unless otherwise 1. Read all General Notes and Warnings before construction of trusses. noted: 1. Design to support loads as shown. Design conforms to UBC -97 An Ver: 1 (IL) 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at .09 2'-0 12'-0" Warnings before construction commences. 3. 1s3 compression web bracing must be Installed where shown +. o.c. and at o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation truss the DATE: 6/10/2003 4. Ali lateral force resisting elements such as temporary end permanent bracing, of Is responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non -corrosive environment, BY; mart be designed end provided b designer gn y gner of complete stmetcre. cumputrus assumes no responsibility for such bracing. 6. No load should be applied to and are for "dry condition" of use. S. Design assumes full bearing at all supports shown. Shim or wedge if Inc.ES. COmpuTrus ., ^ V ` any component until otter an bracing and fasteners necessary. a 7. Design assumes adequate drainage is are complete, and at no time should any loads greater than design loads be applied to any component. provided. 8. Plates shall be located on both faces of truss, and placed so their center SED.: 1256627 B. Computrus has no control over and assumes no res P responsibility for the lines coincide with joint center lines. I MANUFACTUNING . ENGWEEflING . CG MFU FEfl SYSTEMS 9. Digits indicate size of plate in inches. fabrication. handling, shipment and Installation of components. 10. For basic design values of the Computrus Plate, indicated by the prefix 7. This design Is furnished subject to the limitations on truss designs set forth by the Truss Nate hunhute In"Bracing Wood Trusses, HIB•91', a copy of which will be furnished by Computrus upon request. "C", see I.C.B.O. R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix "CN", the designator (18) Indicates 18 ga. material is used. All others are 20 ga. U " ilio avQtluu< 3� ► vty urd� �laot GC�ss : Th�avo� ►� C�oSe'� 4 • �i ! (o �(6 ve gl oc1L •i3��4-wQcr Qac.. oc sT ovc r �irde 2�X2�{ x lZ with I� 6" (152 mm) ONE FLOOR �X8t•Sasi A.it6.C,. i E SILL 2" (51 mm) THICK, WIDTH E I NOT LESS THAN STUDS N v 1/2" (13 mm) 0 BOLTS 6•-0" (1829 mm) C. TO C. 7" (178 mm) IN CONCRETE • NOT MORE THAN 12" (--- mm) E m •, ► FROM ENDS .-------- 111 O _ �� • rcfi n -0i 12" (305 mm) ONE FLOOR 18" (455 mm) TWO FI,OORS . , OR BELOW FROST —7r+ • LINE (Table 18.1-0) E #4 REBAR TOP AND BOTTOM N is 12" (305 mm) ONE FLOOR — ► ,X QLX �OC�1 v,el WL/ BUTTE COUNTY BUILDING DIVISION APPROVED eq 14 �AMItr g ooh Ends. �X8t•Sasi A.it6.C,. i rcfi eq 14 �AMItr g ooh Ends. I Z O ,L p{� a a xt3 0 IK b (oq rbl e- ve 4S Lave Vo� (o S i mn�e s SZZ S9 10 lu I BUTTE COUNTY BUILDING DIVISION APPROVED T-eusses CPq 0.4-1 cs 4 e 3 1, t�. A ki li 1 7z�ti - sr r7l, MUM91 Rli 1 11 Y. Over -V\ PON. $1?111-t "M-025TIT111 MolMl i MTV. �iil Er, wl -,w 11M �t z 9 F 0 > 00 LULU uj Z CL ca M_ Q V vi V) I • 0 I ", .7 �, I A4 0 0 .LIJ 4 of M.- Jan 21 03 04:17p Department of Dgv'elopment Services Building Division .7 Couety Center Drive Oroville, CA 95965 (530) 538-7541 (530) 539-2140 FAX.. ADDITIONS TO RESIDENTIAL BUILDINGS ENERGY COMPLIANCE PACKAGE. CLIMATE ZONE I I Owner Permit Number: Address rLZZ C-1 L Yloor-Ar,es F. The folliwli�jaiia showing 'mandatory and required 'features shall be Installed foradditlins to dwellin IMAM* as. 100m; shall not Include -Q I I Conversion of non conditioned space "to'con-'ditioneds0k.6:ftim6doltrq–ofiFxlitirWc—wWIUO�z"Wd's�— "'­ udi&-'--- Pataft not COMPONENT' CMllng Insulation -C=1003QFT R-19. 101--499SQ.FT Rab 500-1199SQ.FT R-38 I1000'iSQYT77 R-38 Wall Insulation R-13 N R-13 R-19 Floor Insulation R-19 R-19 R-19 Radiant Barrier Required Cequlred,) Required Required Glass U -tactor .76 .66 AS Max.area of glass 50 sq.ft ��Plus �remova- 16% plus removed 16% Solar beat gain NSEW .40 4p .40 AO Weak Electric resistance Not allowed Not Ill wed Not allowed Not allowed Heat, Gas AFUE78% AFUE?8% AFUE78% AFUE78% Heat Pump -Split HSPF 6.8 HSPF 6.6 HSPF 5.8 HSPF Ca Heat Pump Package HSPF 9.6 HSPF 6.6 HSPF 6.6 HSPF 6.6 Cooling - Split SEER 10 SEER 10 SEER 10 SEER 10 -Cooling Package SEER 9.7 SEER 9.7 SEER 9.7 SEER 9.7 Thermostatic expansion valve* Required an now split A/C systems Required on now split AIC systems Required on now split AJC systems Required on now split AJC systems Duct Insulation OuctSeallno* R-4.2 Required R-4.2 Required R-4.2 Required R4.2 Required Additional water Mater. e An &.1 EAnmasts�y which meats budg budget et I Any which masts budget Any which meets budget Any which meets budgat P.3 —Grm.1%Z"M m—nia vviin A hWiMUM OAU U*AcTok AND A MAMMUM 0.35 SOLAR HEAT GAIN COEFFICIENT. AMID A .fr 11.0 SEER. SPACE COOLING 3YST1E1M CAN BE SUBSTITUTED FOR DUCT SEALING AND THERMOSTIC EXPANSION VALVE SEALEO DUCTS AND THERMOSTATIC VALVE REQUIRES spEctAL wspFcTlON BY A HERS RATER. PROVIDE INFILTRATION CONTROL. WEATHERSTRIp D=Fts. CERTIFIED WINDOWS, CAULKING. LIGHTING KITCHEN AND BATH NOT LESS THAN 40 UNEINSIWATT DUCTS TO MEET REQUIREMENTS OF UNIFORM MECHANICAL CODE -CHAPTER 6. DESIGN COMPLIANCE STATEMENT. THE ABOVE BUILDING DESIGN MEETS THE REQUIREMENTS OFTrrLp24 PARTS I AND 6 Or THE CALIFORNIA CODE OF REGULATIONS. PROPERTY OWNER OR "(611101 CIE 0 �* •r-r�OT �w-�c'�� :.,qtr 3016 SL --- t SF�L i POLE x,: -�•, v C 866 -PASS � -� poocnPaZi (p i1 � V- 14 y s 9 1/s u V% r� rLT=' VLU l: l X ,ter ILL W �#D� A N O U� 0 I " Y� I 4J • Ulu I w 01 ROOF TRUSSES TJI FLOOR SYSTEMS CUSTOMER, NAME: 8350 INDUSTRIAL AVE. ROSEVILLE, CA 95678 (916)774-1115 FAX: (916)774-1450 MIKE CAMPOS JOB NAME: ADDITION LOCATION: 232 NEILSEN AVE LOAD: 37 PSF. WET SEALS COPIES PARALLAMS MICROLLAMS LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #16BTR 1- 4 BOTTOM CHORDS: 2x 4 OF #16BTR 1- 3 WEBS: 2x 4 OF STAND 1- 4 TC LATERAL SUPPORT <- 12"OC, UON. BC LATERAL SUPPORT <= 12"OC, UON. (2)C-1.5x2.6`'0r'-"equal at uprights ru 0 C:))- 12-00-00 12 TRUSS SPAN 24'- 00" LOAD DURATION INCREASE - 1.25 SPACED 24.0" O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 37.0 PSF BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. C -4x4.3 12 C -5x5.1 (S) Scale: 1/4" 24-00-00 UBC 97/TPI SINGLE MEMBER FORCES 4WRGO T 1= -1470 8 1= 1322 W 1- -295 T 2= -1291 B 2= 908 W 2= 453 T 3= -1291 B 3- 1322 W 3= 453 T 4= -1470 W 4= -295 LEFT = BBB RIGHT = BBB BEARING AREA REGUIREO (SO. IN) JOINT 1 1.42 OF / 2.19 HF / 2.09 SPF JOINT 5 1.42 OF / 2.19 HF / 2.09 SPF MAX LL DEFL = -.040" @ 7 L/240 = 1.171" MAX TL DEFL - -.092" @ 7 L/180 - 1.561" MAX HORIZ. LL DEFL = .015" @ 5 MAX HORIZ. TL DEFL = .035" @ 5 Truss designed for 4x2 outlookers 2x let4ns of the same size and grade of structural top chord. Insure tight fit at each end of let -in. Connect with C-2.5:(4.3 at each end and C -1.5x2.6 at center of board ruonl. REFER to seq.no.056943 for plate Placement detail. SS/O/V o Ud o 12:'0.4.BC�6 "' XR r31/C7 " _ 2 ENGA` OF CP.0F WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction oftruss- 1. Desigri to support loads as shown. Design conforms to UBC -97 An Ver- 1.09(1L) -M 2. Builder and erectlon contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at ' • Warnings before construction commences. 3. 1x3 compression web bracing must be Installed where shown +. 2'-0 o.c. and at 12'-0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss the DATE: 6/ 10/2003 4. All latent force resisting dements such as temporary and permanent bracing, is responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non -corrosive environment, mart be designed and provided b designer of Complete rt uCtule. y Band are for "dry condition" of use. DES. 9Y: Computrus assumes no responsibility for such bracing. 5. No load should be applied to any Component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if CompuTruS Inc. necessary. 7• Design tarteners are complete, and at no time should any loads greater then design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center SEG.: 1256628 loads be applied to any Component. 8. Computrus has no control over and assumes no resporumllfty for the Tines coincide with joint center lines. MANUFACTU TNG . ENGINEERING . COMPUTER SYSTEMS 9. Digits indicate size of plate inches. fabdeatlon, hendBng, shipment and Instillation or componenu. h 1 O. For basic design values of the Computrus Plate, indicated by the prefix 7. This design is furnished subject to the limitations on truss designs set forth by the Truss Rata instltuta In"Bndng Wood Trusses, HIB -Bl", a copy of which wm be furnished by Computrus upon request. "C", see I.C.B.O. R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix "CN", the designator (18) indicates 18.ga. material is used. All others are 20 ga. I�iIIIV�Y LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 DF #1&BTR 1- 4 BOTTOM CHORDS: 2x 4 OF #1&BTR 1- 3 WEBS: 2x 4 DF- STAND 1- 4 TC LATERAL SUPPORT <- 12"OC, UON. BC LATERAL SUPPORT <= 12"OC, UON. 12-00-00 12 5 9111 _- TRUSS SPAN 24'- 00" LOAD DURATION INCREASE - 1.25 SPACED 24.0" O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 37.0 PSF BOTTOM CHORD CHECKED FOR SOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. C-44.3 12-00 12 -1R �n C -5x5. i (S) Scale: 1/4" 24-00-00 UBC 97/TPI SINGLE MEMBER FORCES 4WRGD T 1= -1470 B 1= 1322 W 1= -295 T 2= -1291 B 2= 908 W 2= 453 T 3- -1291 B 3= 1322 W 3= 453 T 4= -1470 W 4= -295 LEFT = BBB RIGHT = 868 BEARING AREA REGUIREO (SO. IN) JOINT 1 1.42 OF / 2.19 HF / 2.09 SPF JOINT 5 1.42 OF / 2.19 HF / 2.09 SPF MAX LL DEFL = -.040" @ 7 L/240 = 1.171' MAX TL DEFL = -.092" @ 7 L/!BO = 1.561° MAX HORIZ. LL DEFL = .015" @ 5 MAX HORIZ. TL DEFL = .035" @ 5 o a 4 -06 XP. M_ 07 CF CAO Q. WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. DeS]gn conforms to UBC -97 An Ver: 1.09(1L) 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at ' Warnings before construction ummenees. 2'-0 o.c. and at 12'-0" o.c. respectively. 3..1.3 compression web bracing must be Installed where shown +. 3. 4. 2x4 Impact bridging or lateral bracing required where shown + + Installation truss the DATE: 6/ 10/2003 a. Ali lateral force resisting elements such as temporary and permanent bracing, 5. of is responsibility of the respective contractor. Design assumes trusses are to be used in a noncorrosive environment, must he designed and provided b aesi t °om Jere structu e. T 9ner ° r and computrus assumes no responsibility for such bracing. 6. No load should be eppfied to any component bracing . 6. are for "dry condition" of use. Design assumes full bearing at all supports shown. Shim or wedge if CompuTrus Inc. i y until after all and.necessary. fasteners are complete, and time loads 7 Design assumes adequate drainage is at no should any greater than design load: be applied to any component. 8. provided. Plates shall be located on both faces of truss, and placed so their center SED .: 12 5 6 6 2 7 6. Computrus has no control over and assumes no responsibility for the 9. lines Coincide with Joint center lines. MANUFACTURRJO . ENGINEERING . COMPU rER SYSTEMS Digits indicate size of plate in Inches. fabrication, handling, shipment and Installation of components. 10. For basic design values of the Computrus Plate, indicated by the prefix 7. This design Is furnished subject to the limitations on truss designs set forth by the Truss plate Institute In"Bracing Wood Trusses, HIB•sl-, a copy of which will be furnished by Computms upon request. 11. "C", see I.C.B.O. R.R. 4211. The Computrus Net Section Plate is indicated by the prefix "CN', the designator (18) indicates 18 ga. material is used. All others are 20 ga. E.} SE ONLY 'Plot Plan Attachod Floor Plan A had \ I Q O Sent to G.D. O TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance I-V %3'l- /ice Owner Location AP# Plan Approved for: Sewage Disposal—� ..7;� Water Suppty:j Public Private Well - Clearance for dwelling Other OdA/lY Hold final for: Final clearance O.K. for: . NOTE: Environmental 8/96 Specialist Date C r A t 8.t I! ` y}'c y 7k r A -7/ IV tq Vi r-'rs oc)L 42ac-%... oi %T 0V'f- GIrAe Ir (�:;12�X2.�{ XIZ with 6 152 mm) ONE FLOOR 4 E SILL 2" (51 mm) THICK, WIDTH E NOT LESS THAN STUDS (D cj 1/2" (13 mm) 0 BOLTS 6'-0" (1829 mm) C. TO C. 7" (178 mm) IN CONCRETE NOT MORE THAN 12" (305 mm) ENDS EFROM E 0 0-7 co 12" (305 mm) ONE FLOOR =.o 18"(455 mm) TWO FLOORS OR BELOW FROST T LINE (Table 18-1-D) E #4 REBAR TOP AND BOTTOM E clj 2 - 12" (305 mm) ONE FLOOR — p'! P.7 ?oe. 1 AQ'>�yy < .2x9T.-3oll'sT &"6,(,- — --4 C6 mi 4 �. :F C;Z A: j COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 9, t7 5- -7 County Center Drive Oroville, California 95965- Telephone: 534-4541 APPLICATION ANO PERMIT aumunce reNresenrduves or the county of tette to enter upon the above-mentioned property for inspection purposes. X _ Date 1 Signature of Permitee or Agent Receipt No. 0 i� White-D.P.W. o'C� n geft 0aldenrod-Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS Date 2' Y -BoW4" permit expires Date....'....y......� BUILDING Owner / SQ. FT. OCC. BUILDING VALUATION Mai I i ng Address T Te phone t��� (� G / Fireplace Contractor o �' Total Valuation Mailing Address "7 - Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ $ Building Addressz S PLUMBING No.1 @ I FEE PERMIT FILING FEE $� N,t?b c� Each Trap 1.50 IF off Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No..,, Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Q Each additional outlet .30 e�' W�E� Sanrtatiron— Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans ParcelParcel Declaration Ma P 60' R/W Im rovements P Lawn sprinkler system 2.00 Bldg. Plans Recd Parcel Approval Plans Approval Permit Fee $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ©/ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 ^ Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater1.00 Light fixtures Ts - baa') to Receps., switches & fix outlets b. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp.or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring 0 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. 'have placed on file with the County of Butte a certificate of ❑ Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ aumunce reNresenrduves or the county of tette to enter upon the above-mentioned property for inspection purposes. X _ Date 1 Signature of Permitee or Agent Receipt No. 0 i� White-D.P.W. o'C� n geft 0aldenrod-Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS Date 2' Y -BoW4" permit expires Date....'....y......� COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WO S 7 County Center Drive Oroville, California 95965 Telephone: 534-4541 APPUCATIQN AND PERMIT 259-h authorize representatives of the County of Butte to enter upon the above -mention property for inspection purposes. X Date Sign re of Permitee or Agent ,. Receipt No. I&P ^ White-D.P.W. & Port ,sQf3oldenrod-Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. �- DIREC D OF PUBLIC WORKS By—��'Gi� Date s —Brrii" permit expires Date.../....1- 1 .... IG ................ BUILDING Owner . - _ SQ. FT. OCC. BUILDING VALUATION Mai I i ng Address I ghone o� (� Fireplace Contractor0 L14 Total Valuation Mailing Address Permit Fee Plan Checking Fee&/or Penalty Telephone No. Permit Fee Building Address Z /_-Z PLUMBING No. @ FEE PERMIT FILING FEE stim ,6�11 F9,Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. Zoning & Planning Gas piping system 1 - 5 outlets 1.50 �® Each additional outlet .30 ire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma P 60' R/W Im P Improvements Lawn sprinkler system 2.00 Bldg. Plans Recd Parcel Approval Plans Approval Permit Fee ,$ 6"Q NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER 2 ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service incl. 1 meter �y " Additional meters, each 1.00 Sub -panel (12 or less) (morethan 12) Single Family Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures b20 ol 25 Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar, disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring I am exempt from the Contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PE PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above -mention property for inspection purposes. X Date Sign re of Permitee or Agent ,. Receipt No. I&P ^ White-D.P.W. & Port ,sQf3oldenrod-Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. �- DIREC D OF PUBLIC WORKS By—��'Gi� Date s —Brrii" permit expires Date.../....1- 1 .... IG ................ August 19, 1992 Bank of America 901 Hazel Street Gridley,, CA 95948 RE: Recent Correspondence A-P. #024-11-0-042 Attn: Joyce Avenell, With reference to the above subject and your letter.-dated August 13, 1992, the house you reference at '232 Nie.1-son Avenue, Gridley is currently in an A-5. zone which allows fesidentialconstruction." If your house is destroyed by fire. Or other.. disaster, it. may be recon. struct�ed if 'in compliance with 'the. building, sanitation and zoning codes in effect at the time of reconstructioh. Should .you have any questions concerning this matter, please contact this office. Yours very truly, JFG:dms, J.F. Glander Manager,..Building Inspection Filo No, BUTTE COUNTY (For Action 1, Z, 3) 1. Public Works Dept, K '� p (For�lnf'ormatlon ✓ ) Director Dop, Dlr. See, Rd. & Br. Mtce. Shop & Yard4=1;s Bldg. Insp. Admin. Design Engr. Bridge Engr. Constr. Engr. Surveys Mapping Transp. Land Dev. Drng. /S.I. Su I. Maps Permits Addr. Un Bank of America Gridley Branch August 13, 1992 Butte Co. Dept of Public 4ork.s 7 County Center Drive Oroville, Ca. 95965 Dear Mr. Glender: Bank of America is processing a real estate loan for. Andres and Teresa Campos, 232 Nielson Avenue, Gridley,` California 95948, AP# 024-110-042-000. Bank of America requires E "Burn Down Letter" stating either partial, or totally destroyed, the owner can rebuild on existing property. I would ap x-e�iate-4 response as soon as possible, ,a -S" -'W are under a f i�f een day rate lock commitment. �r ,1'` Since e y, i.. yoyic>�ve6ell / S� Phone 16-..$46-4753 Bank of America National Trust and Savings Association - 901 Hazel Street Gridley, California 95948 i _ � - 'R""•'1�3=�:a�a�7 s�;1F: i'�.°'•'s'i;,�!?YFir��':'a+1+'R$v':Y�:ay.vr-. 024-110-0421 , .t+ ` -PERMIT#96-1553 CAMPOS, A. 232 Nielsen ,Ave., Gridley -Cont; Selig, Vinyl, Siding/SF q3' Y �t f 1 t w _ � - 'R""•'1�3=�:a�a�7 s�;1F: i'�.°'•'s'i;,�!?YFir��':'a+1+'R$v':Y�:ay.vr-. 024-110-0421 , .t+ ` -PERMIT#96-1553 CAMPOS, A. 232 Nielsen ,Ave., Gridley -Cont; Selig, Vinyl, Siding/SF q3' Y �t f 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Califgrrnia 95965 - Telephone (916)53 7541 PERMIT No. APPLICATION AND PERMIT � g1y ASSESSOR PARCEL NUMBER ZONING 'BUILDING PERMIT , T j -. OWNER ! �� T34bES521 SO. FT. OCC. j BUILDING VALUATION OWNERS MAILING ADDRESS 232 NIELSON AVE GRIifLEY 95948 CONTRACTOR'S NAME SEL•IG TELEPHONE 893-5898 CONTRACTORS MAILING ADDRESS 3851 MORROW LN ICO 95928 Fireplace CONSTRUCTION LENDER UN -OWN Total Valuation is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS `� Permit Fee ; $ 17.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 232 NIELSEN AVE.R PERMITFEE $ 137.00 t PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar Or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SFV Duplex ❑ Mobilehome ❑ Other speclFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 ' TYPE OF WORKMobile New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: VINYL SIDING , — J vy Home S G W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 -� • Main Service 000V OR LESS ( 200A OR LESS / 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.EX. License Class / Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law fbr the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. SO. OR ADDNS. ( a ACC. BLDS. ) 3.50 FT. NEW CONST. MULTI -OUTLET NOWRESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS (a SINGLE OUTLET CIA. ) Occup. ( OUTLET OR FIXTURES ) 200 1.00 BAIL 0 .50 Ex. Occup. (oFIXEED (R NESE OR ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE _ Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -inure 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 w9rk for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier / r114..1 i[= _1g MECHANICAL PERMIT Filing Fee 20.00 g Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number L[ //11 -. (The above sections deed not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the /workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X:_1 y,yy_% /G-� Date - /='- %� —_ 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. Mobile Home Installation Fee $ Energy Inspection Fee $ occ �' - CONST. TYPE V N TOTAL FEE $ 137.00 HAZ. D. FEES IMP FLOOD COF PARCEL PD HD 5S This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. 10 BYK'-__,Date�) J PERMITEXPIRESON (Date) Receipt No. 'L0/ �66i WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - 7 County Center Drive - Oroville, C,;ifornia 95965 - Telephone APPLICATION AND PERMIT BUILDING DI ION (916) 53 541PERMIT NO. 7( SS a ASSESSOR PARCEL NUMBER , 024-110-042 ZONING BUILDING PERMIT OWNER A- Umpnq TELEPHONE 346-5521 SQ. FT. OCC. BUILDING VALUATION FqT 9096 OWNERS MAILING ADDRESS 232 NIELSON AVE GRIDLEY 95948 CONTRACTOR'S NAME SELIG TELEPHONE 893-5898 CONTRACTORS MAILING ADDRESS 3851 MORROW LN CHICO 95928 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAIUNG ADDRESS Permit Fee $ 117-00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ' Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS NIELSEN AVE, GRIDLEY PERMITFEE $ 0 137.021? PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF)p Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer - 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: VINYL SIDING — Mobile Home S G W 920.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20.00 Main ServiceEOOV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. ^7 License Class A Lic. No. / //O 4f2 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDs. ) SO. 3.50 Fr. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) BAL w Ex. Occup. ( OUTLETS PRESD.)EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number—Q - O/ (The above sections eed not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X ^kDate _�- /p -/b -- Signature of Applicant - ❑ Owner ❑ Contractor % Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE J nJ TOTAL FEE $ 137.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BY -ate ) �O PERMITEXPIRESON / �o 7,D.D.S.-B.D. (Date) rReceiptNo.1-0 4% CANARY -ASSESSOR PINK -INSPECTOR GOLDENROO•APPLICANT Theresa. cAmfm 232 t4i6son' %4v�_, CTrrid.l�eVA� � 'S AC, � Ne��►�c — t--mr w -7a 7g" -4-W" WWgWr7 "1 - COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORNC _ PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 9�1'61'53VF541 .3 4 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER -' 024-110-.042 ZONING _5 BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 739 Neilson Ave., Gridley 95948 CONTRACTOR'S NAME - TELEPHONE CONTRACTOR'S MAILING ADDR ES 39 Obe osr, Gridley 95948 Fireplace CONSTRUCTION L NDER UNKNOWN Total Valuation Is Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 17 Npilann AyA., GridleyEach Trap 1 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SFEJ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 5,00 Building sewer 15.00 Mobile Home S I G IW @ 15.00 TYPE OF WORK New ❑ Addition" Remodel EI Utilities P Installation❑ Other ❑ Describe work: New Heating & AC _ Permit Fee $ 20.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 200A TO 1000AI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): r �tICJ. I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. l �n License .Jo. �-� 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 CONST./ DWELLING OCCUP.&\ OR ACDNS. 1 ACC. BLDGS. / 3.64sq.ft. NEW CONSTRULTI-OUTLET NON-RESID BRANCH CIRC ITS @ 5.00 /POWER APPARATUS e I SINGLE OUTLET CIR. Ex. Occup OUTLETS OR FIXTURES 20 76 Ex. Occup. OU LETS P(RESID,)FIXED APLNS. REA.) q 2 I 3.00 6.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 21.00 Contractor — 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 CertificateCoolin of Consent to Self -Insure. fO' I shall not employ any person in any manner so as to become subjectkHood �P 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. MECHANICAL PERMIT FiIingFee 15.00 Heating 80,6w— 1 9.00 9.LRJ g 3 Ton 1 9.00 • 6.50 Ventilation Penult Fee $ • 00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue again`s Said County i consequence of the granting of this permit. a X .� ':l//� `',� ��_ Date �^ ~�')� '— Signature of Applicant — Ovi� Contractor ❑ Agent AKOSHA 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 $ Ener Inspection Fee $ 9Y P OCC CONST TYPE TOTAL FEE $74.00 HAz 1 OFEES I IMP I FLOOD CDF PARCEL PD HD ISS This permit is hereby issued under the sions qk Butte County1Cod/an word Ind' ated a r whie DIR OF U B PIkRfi EXPIRES Date applicable provi- /or , solutions to do 'ave been paid. . ORKS Qate G 143451 Receipt No. WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT' COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS / 7 County Center Drive - Oroville. California 95965 - Telephone: 916.`538-7541 APPLICATgON AND-9ERMIT PERMIT NO. —ASSESSOR PARCEL NUMBER 024-110-042 ZONING. A-5 BUILDING PERMIT OWNER TPF TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING AD RESS Ave.,232 Neilson i le 95948 CONTRACTOR'S NAME R. t TELEPHONE CONTRACTOR'S MAILING AODRES 39 Gridley 4 Fireplace CONSTRUCTION L NDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 939 Neilson Alre, Each Trap 1 5.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 5.00 Building sewer 15.00 Mobile Home S G W 915.001 TYPE OF WORK New Addition Remodel❑ Utilities Installation❑ Other EJ Describe work: New Heating & AC Permit Fee $ 20,00 Contractor ELECTRICAL PERMIT FiIingFee 15.00 Main service 200AOOaLESS 18.50 Main service 200A To IOOOA) 37.50 CONTRACTORS LICENSE LAW I declare under penalty Of pofIUr (check one): y I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professio s Code and my license is in full force and effect. License .Jo. 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 CONST. / DWELLING OCCUPM OR ADDNS. l ACC. BLDGS. / 3.64sq.ft. NEW CON5TR ULT' -OUTLET NON•RESID BRANCH CIRC ITS I @ 5.00 POWER APPARATUS &) SINGLE OUTLET C'R. Ex. Occup( OUTLETS OR FIXTURES 754 20 4rA FIXED PLNS R� EX. Occup. OUTLETS 'RESID )EA. I 3.00 6.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 Permit Fee $ 21.00 — 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. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating 80,000 119.00 9,00 Cooling g 3 Ton 1 9.00 9.00 Hood 6.50 Ventilation Permit Fee $ 33.00 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 said County i co equence of the granting of this permit. Date 5Siture of Applicant — O ❑ Contractor ❑ AgentBions OSHA permit is required for excavations over 5'0" deep ena/demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 74.00 HAz I DFEES IMP FIOOD COF PARCEL I PID HD Iss This permit is hereby issued under the o e Butte Count Code an w°r in ated a e which ee D F U 4�EXPIRES Date applicable provi � /or solution ave been paid. ORKS ate Receipt No. 143451 WNITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION J 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 Almy IN, MI V Proposed Building Use PERMIT APPLICATION DATA SHEET Building Inspector A. P. No. Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: 1. All items have been submitted. 2. Plot plans, 3/4 sets, signed by preparer of plans. .3. Complete plans, 3/4 sets, signed by preparer of plans. 4. Engineered plans and calcs, 3/4 sets,. with wet signature on plans. 5. Hazardous Material Form. 6. Energy Design Compliance and supporting documentation. 7. Statement of Intent for Non -Heated and A/C Buildings. 8. Engineered truss details and layout in duplicate (required prior to plan check). 9. Mobilehome data and manufacturer's installation instructions, 2 sets. 10. Fees of $ 11. Impact fees as shown on attached schedule. 12. California Department of Forestry plan approval/fees. 13. Flood elevation letter (100 year flood) by California Engineer. 14. Sanitation and plot plan approval Health Department. 15. City of Chico plumbing permit. 16. Plot plan and business license approval from City of Biggs/Gridley. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. 19. Driveway permit (construction approval required prior to occupancy). 20. Pre -inspection for required. 21. Contractor's license information. (No., Name Style, Classification)_ 22. Certificate of Workmans Compensation Insurance. 23. Owner -Builder Verification (Given to owner , Mail to owner �. 24. Recorded copy of Agricultural Acknowledgement Statement. 25. Letter of signature authorization. 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. 27. Letter of intent on building use. 28. Mobilehome utility clearance. 29. Documentation of legal access. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. 31. Existing violations/expired permits. 32. Plan check list. 33. 34. When you issue the p r it, jocts as follows: Mail to r. Mail to contractor. Telephone and hold -for pickup at office. Deliver with inspector. Other Applicant Date EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitation one year after date of application. In order to renew . action on an application after expiration, a new application, plans and fees will be required. FEE REFUNDS Refunds can only be made upon writtten request by the person who paid the fee. The request must be made within one year from the date of fee payment on permits not issued, and one yearfrom the date of permit issuancefor permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original -- Applicant ,,COUNTYOF BUTTE - DEPARTMENTOF DEVEJOPMENTSERVICES - BUILDING DIVISION' _,, 'e, 7 COUNTY CENTER DRIVE - OROVILLE; CA91rORNIA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET APPLICATION,", OWNER A. P. No. 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 RECENED BY 1. All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $......................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit. ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). . . 20. Pre -inspection for required. .. oe iIy: gclI oado- (Mca) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22.: Certificate of Workmans Compensation Insurance . ..........................: 23. Owner -Builder Verification (Given to owner , Mail to owner 24. Recorded copy of Agricultural Acknowledgement Statement. 25. Letter, of signature authorization . ...................... ... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... . 28. Mobilehome utility clearance . ............................................. 29. Documentation of legal access . ..................... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. •34. f When you issue the p r it, p oc ss as follows: Mail to of Mail to contractor. Telephone and hold for pickup at71 office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: AW Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by_ Date Plans checked by Date Plans approved by . P! Date t - Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works ,o .y / // ::- Ifo' 3OQ i r -(PPS etl �a,ne 1 ala Nelsen A53 COUNTY JG DIVISION 'MOVED IN. 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