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056-260-004
EryED NTAL ENCLOSED HEALTH SHEET V-1 056-26-0-004 00-0652 5 ARENT, Melvin 1��Lovlock Rd, Magalia FE'4Zfo�WpII01De to Well 056-26-"04 —�� 00-1566 MEL CO OVELOCK RD., MAGALIA CONTR: OWNER/XJq(� /�ql°D STORAGE BUILDING 7 OSb - Zco gra f oY/9Zy �' { Cary file6 D L r— w `y k • . RESIDENTIAL NOTES U56-260-004 04=1924 PERMIT NO. 16149 LOVELOCK RD, MAGALIA 'E Cont: OWNER. NEW SINGLE FAMILY 67 SCS ' • - - --- _-- - fir. . - . . ,A. SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS j SUB -STANDARD HOUSING LETTER .4s 1 lli �r ii t t JOB FINALED (Date) Signature CHECKED BY ' s f <� JI f SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS j SUB -STANDARD HOUSING LETTER .4s 1 lli �r ii t t JOB FINALED (Date) Signature CHECKED BY J=OK 0 = Not OK s = NotApplicable Not Ready DECKS, COVERS, 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 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 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 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UItlWFL0rDR (Plans) OK except #'s t ., ain; Soils -Elea Grq0o"/P' Ftg. Depth tg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Porches & Decks; Soils -Steel-/ /" Ftg. Depth St9mwalls, Main; Steel- Bloc kouts-Wrapped and Special Anchors 8! D,N.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 1 U�, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 1 1wofNater Pipe; Test -Anchors -Regulator -Service Test 1 le is Underground 1 en Ducts; Clearance -Material -Support -Ins. 1 ders-Sills-Anchor Bolts-Joists-Vents-Crippies 1. ccess & Ventilation 16. Insulation Date Card B-1 ate Card B-1 Date r 6=1'- Date Card B-1 Date PLUMBING (P rmit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle W. Water Pipe; Test & Anchor -Nail Protection 16' D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21!Test Tub & Shower, Second Floor -Tub Access 22' Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date 'Y7:1' Card B-1 V-:ej Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24: Fixture & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors 28' 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 Circuit54ice & Conductor Size GFI Subfeed Wire Size/ ZICitAr AI-A.C. Wire Size/ /ga Cu or Al ' 7T.-R=ge Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. E ui . Clearances Panels-Motors-Mech. Equip. 4. othes Closet Light -Shower Light -Spa Light Smoke Detector Date W1 Card B-1 Date Card B-1 Date I Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s alr A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 4eFurnace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Pla orm if Furnace in Attic Date � e- Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRA G (Permit) OK except #'s 41./Sills Proper Materials & Anchors Studs -Nailing Spacing & Braces -Plates -Sound 4 . Baring Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 4C Headers & Beams -Size & Bearing Date FR IN (Continued) 4 angers -Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. Fireplace Ties or Type A Flue -Fireplace Throat Clearance --59--Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 527797rage Fire Protection Framing -RC Channel property Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits airs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access I zing Area -Glass Protection -Skylights -Plastic ear Walls; Nailing -Bolts CW Brace Interior/Exterior Wall Panels 2. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date 4 M Card B-1 Date Card B-1 Date or -Card B-1 Date Card B-1 Date FINAL (Pla 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 ❑ Yes 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 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 FAM (530)538-2140 WEBSITE: www.buttecounty.netWds 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 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Date: Contractor: 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 to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 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 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 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.). O 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 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.). O 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of pejury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy #: &-l", 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code. I shall forthwith omply ilh those provisions. Date: rc� �� Applicant: //7 � WARNING: Failure to secure workers' compensation 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. PERMIT NO. BP041924 Issued Date: 08/12/2004 APN: 056-260-004-000 Site Address: 16149 LOVELOCK RD MAG Map Index: Description: NSF (1774) OPEN (413) Owner: ARENT MELVYN B & MARGARET 16149 LOVELOCK RD MAGALIA, CA 95954-9759 Applicant: ARENT MELVYN B & MARGARET Contractor: License #: Architect: ANDERSON, DAVID Engineer: Total Square Ft: 2187 S.F. Valuation: $119,440.00 Census Code: CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Bntte County CodA anrvor I hereby affirm that there is a construction lending. agency for the Resolutions t do work indicated . o for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) M.— I BY�� � (LDate: O I PERMIT EXPIRES ON: - / d► ( _ Address: !Date ❑ 1 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 form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Y V `t � Print Name: - PY; �t r r 1 +/ri f—�A� Signature: Date: Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor (David G -Anderson Architect July 12, 2004 Melvyn Arent 16149 Lovelock Road Magalia, CA 95954 Subject: New Home Plans To confirm our discussion of July 9, 2004, you have decided to delete the second layer of roof sheathing above a 1-1/2" air gap to reduce costs. You asked me if this was a revision that required drawing changes or structural re-evaluation. Deleting the 2x4 spacers and the second layer of V2" CDX plywood sheathing from the roof does not impact the structural integrity of the building, but actually reduces the weight of the roof structure, which shall enhance performance of the structure..The second layer was not used. for shear transfer, and is not needed for bearing capacity of the roof materials. The air gap between the roof sheathing was not used as an insulating factor, so the removal of the second layer of.roof sheathing will not affect the energy calculations. If you need .further confirmation of this issue, please do not hesitate to contact me at (530)872-7580. Sincerely, David G. Anderson Architect 6402 Skyway, (Baradise, Caffornia ARCy�T ANO�� <� LP * v C 06 2 (P �A R ne 1 Date =` ATF OF C Phone: (530) 872-7580 \` APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION CERTIFICATE OF WELDING INSPECTION DATE: 11/16/04 PROJECT: Arent Home 16149 Lovelock Road CLIENT: Mel Arent 16149 Lovelock Road Magalia, CA 95954 EQUIPMENT: Miller I ELECTRODE: E71T-11 DIAMETER: 1/16 WORK PERFORMED AT: Fabrication Shop WELDING CONTRACTOR: Dutter's Welding WELDERS S : S.S. #: CERTIFIED BY: DATE CERTIFIED: Mike Dutter 555-95-9761 Peabody 05/11/91 DESCRIPTION OF WORK IN PROGRESS: Arrived at the fabrication shop at 1100 hrs. Beginning of welding for Arent's Residence inspection; checked fit -up for PP weld on three column spacer / cap and fillet welding to be done on five columns. Verified welder certification (attached). Reviewed welding procedures (WPS) & I.D. tube steel & plate steel materials. To the best of our knowledge, excepting any problems or discrepancies noted above, all work inspected is in conformance with approved. drawings, specifications, and applicable AWS D 1.1 (Static) Code. Please contact this office, should you require additional information, or if you have any questions regarding this report. A. Joiner Inspector ICC # 5028458-85; AWS QC1 No. 04030101 3060 Thomtree Drive, Suite 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 PEABODY 5301 Lord's Mine Trail Mechanical Engineeting Cont►wors Placerville, CA 9566' ' ? Division of ToWng (916) 622 9399 A 472354 AWSCWI 30115791 WELDER AND WELDING OPERA OR QUALIFICATION TEST RECORD WH, cW or Welding epwalor's name .........11110 iELDAVID DUTTER.- ...... ......... ................... . Identification No. 811111.304111-06.1 .. ..................... . .. Welding pcocvss .. - _GMAW saik - . 1CAN ............... .......... ...... Manual . ............. ..... ; ........ I Semiautomatic ..X .... ..... _... Machine . ... ..................... ...... Position....6G.UpAuds ............... .............. .... ... Joint design ...... 123 .. .... . .. ..... ............... ..... . .. . .. ....... ............... .................................. . ...... ........ . MateriaspeaficatiordGmup/Undied No...-.Arulil ........ ............... .. ............... I ................. .......... L .............. . .. ............... I ......... P 1,o. ....1 ........... . ...... ....... st!io/gas specification . ......... ................ ................. ......... .................... ....... .................................... ....... ........ _ P No...AVA .... ... ... ... .... Diameter and wall thickness (if pipe) oithwvisepnl thiCkness .... 67-schaduls-81 . ............................... I ...... ........... I .............. . . ......... ... ........ I . .......... .... Didmater andtoir thickness quailfied .... 4%-.UW&dn, ...... I .. ... .. .. .............. I ....... .. ...... Positions ... 1,2,11ASAGAF ........ ELECTRODI:'FILLER METAL ....... ............ .................. ... .......... clas! itication .... ETW-ra"1711.7,11-Ke ..... ....... .. . ... ... .. ............ ......... .. . . .......... F. No ...6 ............. ........... ........ ...... .. ... ....... ..... . . ... ... A No...1 ... . .. ......... . .... .............. ... .... ........ Eiectrode type - NIA ................. ..... . .. .... . . .. ..... . .. Filler rtiatil diameter and trade name ...035! ... Habiliiiij .. ... .......... Flux or gas spec. .= .... . ...... ....... .............. ..... ..... .................. ... . ..... ... ... -.---,Visual testing fesoils and rernarks .... ........ . ........... I ............ ........ ......... .. .. I .......... I ....... I ..................... ... ..... I .... ....... I... ...... ........... .. .. . ..... • special tests ...... ......... I .. ....... I ......... ....... I ............... I .. ...... . ... ... ...... .... .... I ..... ............. .. ........................... ...... I .. .......... I ........ .. ... I ..... ............. DESTRUCTIV: TEST RESULTS T T b" EE40a.� E-20% pmyd Side R&nd PARR US- T.ZK re -w% ba" lid& fland Pam Test conducted by ... ......... ... .............. 14 r ... 0j.1 .................. ..... ..... ............... 789t No., P.T.21111017M. NON DESTRUCl VE TEST RESULTS V'Ve the undersigned, Wrlity that the statements in this retard are wffed and th; 4 he **jd coupons weire prepared. and specimens testedincompliance with the *Qaemenls Of SW ......... ....... .. . .. ....... ................ .............. .... .... ..... . ... ... I ........ .. .. .. ... ... . .......... ................... I ........ I .... ........ . .. I .. .......... .. ... ... .. ... . . ........ ....... I ............... .... ... .. . ..... ... ...... .... .... ... ........ .. I .............. A Test Site/0 in litions, jWtt*r&oIIsp ...... Shop.-- .... I ........................... I ..... ..... ..... .... ..... . I Authorized)y .-Swom"W ........... ................ .............. ... ............. ....... ... . ...... ....... ... .... Date... sm * i . ... ...... Signature ....... I ........ I .... .... 4 . ... .... . ........ .................. ................ . Witnessed )y .... Gsc"-D.-P*&be*AW6.0WI ........ ;,e, - -), . V., ............ .......... Date.,.51.1; 18 1 ........ ... Signature ...........---:..1.., . ............. ... I ..... ...... ;?e41% J*d it `04 t 9W 7&49& -A yUTT� BUTTE COUNTY ° DEPARTMENT OF DEVELOPMENT SERVICES c BUILDING PERMIT APPLICATION _ AND SUBMITTAL REQUIREMENTS = - c 24 HOUR INSPECTION#: OROVU-LE: (530) 538-7636 - CHICO: (530) 891-2 0(/N,�y OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION OWNER Name NIP,/ &4 ar fir V Address G UV (/JL`�, City a StateG/q Zip Sys Phon 30� K 7 _ W Fax J�-'Ott e E-mail A r e. f tv e-- U (�p X OL . G 0"n CONTRACTOR Name M e— A rpt owYg t Address 1 0I/1'- f/�GC City M �� State C4, Zip%3- SY Phone 530 W 27.2, '" 3S ,,,, E-mail re' l L.' , �ao Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name Nv d AhdEr,5: Address 6yr� S�i/wl4 City r • d ISt✓ State n Zip S9 0 P' S 67.1-7590 Fax E-mail Lot # State License Number C x906 APPLICANT NAME Name An MA ti PcvNT Address A/ I2d City StateC� Zip�,5�5'y Phone_so 8 3-a9a Fax sw( 4-S nE E-mail AeEntuten a Aoj, . Co ®R Rx .... For o ce use only: Zo Ing ajhTj Flood Zone I SRA 0 w*A Ey No Occ. Type Const Subdivision Name Map Book Page7 Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO� r G � t LOCATION AP# 056—J60- Property Address J4147l 0ue "k q o Cross Street �ovE,C� d WORKER'S COMPENSATION Policy Number A/1 0 w*A Ey Carrier 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 Mid 0h Address t.@ ue .2 c%t c o C4 559o�>S Description or Scope of Work: �b80�Rwhl h Am P_ Sq. Footage o % :� k" ❑ Structure Bu out P&mits ❑ 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. Receive Receipt #: A(do59) 3o Amount r J. t (-/'—Bldg '19 SRA ✓�f' (:>^^ Sheriff SMIP K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 4-30-04 N6 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora PAW, MPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST RE Reside , � NM;ltemodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation: (Note: Not required for additions to mobile or modular homes.) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. 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 -sigma tengineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 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 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 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 4-30-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET ) / OWNER: ASSESSOR PARCEL NUMB Proposed Building Use: Pli S Counter Technician: Date: hems required in order to apply for a permit. All boxes MUST be checked OR marked NA in ord r o 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 plan's. 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 Cl 14. Hazargous Material Form 1 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, 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 0 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 ...........................':d ....................................... 23. California Department of Forest plan approval -L] paid. Sent by: �............. GD F oq- 24. Planning approval (A) Use: X&(B)Parking: (C) Parcel Check: 7V 0 - ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form.................................................................;,.j..................... 1 27. Encroachment Permit for driveway from the Public Works Dept....::..'N4- P!r)n;. 0%erg 0 28. Pre -Inspection for'- required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrierand Policy Number .......................................... .*1� 31. Owner -Builder Verification (VGiven 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. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 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: / ' ate: 30 42 1. Index permit applica j n for the above items numbered: Plan Check tt/ s required ContractiriEsimagner, ner, owner, was advised of the above data by phone, ❑ mail, ❑ coun y Date: owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: . Plans approved by: Date Structural reviewed b . D te: Structural approved by: Date: Note transfer by: Dat Yellow: Building Division 14 EAF'USE 0 Fiat Plan AnncMd Floor Plan Anachad Sent to G.D. L TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved f Sewage Disposal, ° W er Su ly: Public Private Well Clearance for welling. Otherrill rA17,0 .. Hold final for: Final clearance O.K. for: NOTE: 8/96 (�, ° COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER66 ,Ac� A.P. 40` PROPROSED BUILDING USE 1. BUILDING PERMIT FEES --- Balance Due ..................... DATE RECEIPT # DATE REC. --- Additional Fees Due........... $ / --- Revised Plan Checking Fee.... 2.JSHFF L DISTRI FEE (p ce) 3. FEES (paid at Building Division) Residential............ X $360.00 =$�. U its Commercial (sq. ftg.).. Sq.Ftg. 4. URBAN AREA FEES X $0.03 = $ (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 08/ 7. SRA FIRE INSPECTION AND PLAN CINE FEE 0 (paid at Building Division) I _ (j' 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Q Amt. 10. OTHER 3 ' 1 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code ation 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) i July 26, 2004,1' County of.Butte- FINAL REVIEW Jurisdiction Application No.: 04-1924 LP2A Job No. 2040015-095 Mr.'Michael Vieira 5(,0Z;0 —00 County of Butte 7 County Center Drive Oroville, CA 95965=3397 Phone: (530),538-7541 Fax: (530) 538-2140 Re: Plan,Review:ArentSFD' Address: 16149 Lovelock Road Dear: Mr: Vieira: Linhart Petersen Powers Associates (LP2A) has completed a final review of the following documents: 1. Plans: Two (2) copies Plan Sheets cover through S0.2 (15 total sheets) Title/Cover Sheet dated. April 26, 2004 by David Anderson Architects. 2. Structural Calculations: Two (2) copies dated May 21 by Mark Wegener; P.E 3. Title 24_ Energy Compliance Documentation: Two (2) :copies dated May 06, 2004 by David Anderson Architects. The 2001 California Building, Mechanical, Electrical, Plumbing and Energy Codes were used as the ,basis- of.our- review. Please note there are no further comments. Therefore, we are recommending approvalof the above noted items with the added redlines. Enclosed for your use: are the above referenced documents bearing the LP2A plan review stamps along With the applicant's response letter Please let us know if you have any questions. Thank you. Sincerely, L4etET SEN POWERS ASSOCIATES 11 Rrson S. E. Structural Engineer PK/MB:ag Enclosures: ike yl Plans Examiner Bin 66 fAbutte county 015\butte county 2004\2040015-095,-pcf.0oc. LINHART PETERSEN POWERS ASSOCIATES Q 7610 Auburn Boulevard • Citrus Heights, CA 95610 (916) 725-4200 • FAX(916)725-8242 • Toll Free (877) 235-0653 1 Butte County Department of Development Services YVOPINE CHRISTOPHER, DIRECTOR �"'�• 7 County Center Drive NJ Oroville, CA 95965 N (530) 538-7601 Telephone (530) 538.7785 Facsimile IM TO: ' FROM: 1 SUBJECT: O � DATE: LP2A Scott Rutherford (530) 538-7160 sruthe rford(cbbuttecounty.net Plans Transmittal For Review Per Contract 7/1/2004 Applicant: jArent, Mel & Margaret Permit 04-1924 Project Type: NSF/Deck APN: 056-260-004 100% 70% Plan Check Fees $ 1,085.26 $ '759.68 $ 1,085.26 $ 759.68 LP2A Fee $ 759.68 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other T TF 0 0 0 - CO► 5 A�eCIc WoRo- Department Public 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 LLESS THAN 1 ACREI Project Description: Project Location and/or Parcel Number: /) "5-6 -�,,(e 0 0 0 I 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: G Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 524/04 O.B. -1 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the ipajor labor and materials far construction of the proposed property imp ovement : YES �/ NO ❑ I HAVE Ur HAVE NOT ❑ signed an application for a building permit for thero osed work. P P 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: Ytium: CONTRACTOR'S LICENSE NO. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: ADDRESS PHONE TYPE OF WORK NOTE. This mimes -Builder Venf a on is required by Section 19831 and 19831 of the Calffornia Health and Safely Code. This ver#icction murt be completed and returned to our office before we are penrnitted to issue the permit OWNER BUILDER INFORMATION Dear Property Owner: O.B.- nmprovem� �>�nn far a building permit has been submitted in your name listing yourself as flee builder of property For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a P Bu�dmg P are not requn ed to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yonrseh; you may protect yourself from possible liability if that person applies for the proper permit in his or her name. lise Contractors are required by law to be licensed and bonded by the State of California and to have a business om the city or copy. They are also required by law to put their license number on all permits for which they apply. If yon plan to do your own world with the exception of various trades that you plan to subcontract; yon should be aware of the following information for your benefit and protection a If you employ or otherwise engage Ray persons other than your immediate family, and the work (mchuUng materials and other costs) is $300 or more for the entire project subcon ractoM tinea You may be an employer. ,and such persons are not licensed as contractors or ♦ If your are an employer, you mast register with. the State and Federal Governments as an employer and you are subject to several obligations including state and federal income imc withholding, federal social security tapes, work= compensation box-amce, disability msrance costs, and unemployment compensation coons. ♦ There may be financial risks for you ifyou do not carry out these obligations, and these risks are With respect to wo�r's �Pe �Y serious sensation insura=. ♦ For more specific hemnation about your obligations under Federal Law, contract the internal Revenue service (and, if yon wish, the U.S. Small Bursmess ). For more State Law, contact fire Departmentof Benefit specific information about your obligations under Payments and the Division of Industrial Acaidet. If flee sh u=v is intended for sale, property owners who are not licensed contractors are allowed to perform their conditionsdo. nally or duvagh their own employees, without a licensed contractor or subcontractor, only under limited A frequent practice of unlicensed persons professing to be contractors is to sec= an "owner builder" building Pew wonwusly =Pbmg that the property owner is pvwdmg bis or her own permits are not required to be signed by property owners are labor and Pk pmwn Building �y perf�ing their own work lbo" N�a�sed may be obtained by � �.a�rs State License Board your 64.11 1 TIM Please � the "O� CA. 95814. Builder Vm-Zcaboa" on the reverse side of this farm so that we can confines that you are aware ofthese matters. The building permit will not be issued umbl the verification is retumed. NOTA 11' 0wner-Bur74erAformafon it required by Seaton 19830 of &e C Worn& Heah* mzd Safety Code (David G. Anderson Architect a July 12, 2004 Melvyn Arent 16149 Lovelock Road Magalia, CA 95954 Subject: New Home Plans To confirm our discussion of July 9, 2004, you have decided to delete the second layer of roof sheathing above a 1-1/2" air gap to reduce costs. You asked me if this was a revision that required drawing changes or structural re-evaluation. Deleting the 2x4 spacers and the second layer of '/2" CDX plywood sheathing from the roof does not impact the structural integrity of the building, but actually reduces the weight of the roof structure, which shall enhance performance of the structure. The second layer was not used for shear transfer, and is not needed for bearing capacity of the roof materials. The air gap between the roof sheathing was not used as an insulating factor, so the removal of the second layer of roof sheathing will not affect the energy calculations. If you need further confirmation of this issue, please do not hesitate to contact me at (530)872-7580. Sincerely, David G. Anderson Architect 6402 Skyway, ftradise, California ARCh,\ AND���o � v �,o oCQ06 = k �JA R ne {Date F0 CA��F/ (Phone: (530) 872-7580 BUTTE COUNTY I OUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No. School District A.P. Number 1, cEzL JI-sdictibri- VIVJWZE� I I U117 t'ounzy Property Owner 14q Property Location/Address Subdivision Lot No. Residential Development F -V -'l .... . ...... . ................................ . .... ........................... ..... Sq. Footage AI No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # ......................................................................................... *(No foundation Inspection) . .. . Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Com a ial/Industdal Q Q Sq. Footage (including Exterior L,,Addr1,on Roofed Areas) l/ g a Building Department Representative Date Identification No. A3 Disttpit Y"41dchool District certifies that (Applicant) (Street Address) 7 (Phone Number) � 5; (City) .,has complied with the requirements of Resolution No. N, representing square feet. School District Representative (State) (Zip 6de) by payment of $ JAB 2926 -'-$ PFULL MMGATION $ Date Paid by Check # Remarks: Mode 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 fen are paid. Failure to submit a timely wd nprotist will'prohibit you from challenging the Imposition of the is" In any court adkwL If, subsequent to the School District Representative signing thio Pulte County Schools Impact Fee Codification Form, the School District Is nhotilNd by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA) this p n2 W may be subject to additional school fen to fully m1thiate.its Impact on the school schools. White (applicant), Yellow (building department), Pink (school district.) feeform.3ds (10/03)dmrn AND wHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 COPY of Document Recorded 11 -Aug -2004 - 2004-0048972 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, priming, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING THE SOUTHERLY HALF OF THREE (3) ACRES IN THE NORTHEAST CORNER OF THE SOUTH ONE- HALF (1/2) OF THE NORTHEAST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF SECTION THIRTY-SIX (36), TOWNSHIP TWENTY-FOUR (24) NORTH, RANGE THREE (3) EAST, M.D.B. & M., SAID PARCEL BEING 104 1/2 FEET NORTH AND SOUTH AND 627 -FEET EAST AND WEST. AP NO. 056-260-004 Date S - % U PROPERTY OWNERS: �21(_'�__ State of California County of guy t4 e_ On �� q , G before le, . personally appeared ?, V / 1rt_v4- ay'\'C1 Y ersonally (mown to me (or proved to me on the basis of satisfactory eviden' ) to be the person(s) whose name(s) Jdare subscribed to the within instrument and acknowledged to me that hetsfidthey executed the same in Jbi~their authorized capacity(ies), and that by J*Wbef/their signature(s) on the instrument, the person(s) or the entity upon behalf of vAWAhe person(s) acted, executed the instrument. WITNESS my hand and offici aL �ii-g�nate -''_0.,AC[ Seal: MELANIE R. MCCLUREK 0 COMM. # 1304365 (g %WCOMM. NOTARY PUBLIC -CALIFORNIA �7BUTTECOUNTY 0 A.P. #�, � C �Q EXP. MAY 13, 2005' e°i SITE PLAN REVIEW APPLICATION Date: c i3o p� AP# Ccs — acro o� Permit Number (if applicable) 0 �_t — vi a q Bin Number APPLICANT INFORMATION Parcel Size: Owners Name: cL`\A re. Owners Address: 1 le l `kq Lpvp- a j Telephone No.: 53 c 'B-7 -3 = a9 Ocj Situs Address: Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition 7Sreptic A)i� ❑ Agricultural Exempt Building ❑ Other: ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel 0 ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A Brief Explanation (if necessary): CtosL.o .- P(_^-•.► Sv U r%k,Tl-Cv Poe- CC-,JkCW 613'ZNI0H DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) 11 Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval JN Site Plan Stamped Approved p� By J4Date 0 4 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: R Snow Load Area: 3 0�6 6 f ��,E� T t: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) Watershed Protection Overlay Zone (See attached standards and requirements)- ® Expansive Soils (Test for expansive soils and if verified proper foundation design required) Nrye&A& SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See ched) ' • Flood Zone: • Flood Panel No.: a(�QDIndex Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the Calhrnia 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 E]Administrative Permit ElMinor Variance ❑ Variance --------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: T-NI-yuP 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 C�oI 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 s� Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference:. Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with Co my Standards for Deed Creation:❑ NoYas // Comments: ", (17AMf �/2r c.��.i.,nD l�(iY _4 /�4i�4 //1 _0k G )e DD QL 11 Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: . ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 z ❑ Subdivision Map/Parcel Map: Map Date of Recording: I Lot: Book: Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 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 Courity'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 road maintenance, and stop sign maintenance. Page 4 of 5 �� M ■❑ x Summary of Specific Requirements: 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 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING THE SOUTHERLY HALF OF THREE (3) ACRES IN THE NORTHEAST CORNER OF THE SOUTH ONE- HALF (1/2) OF THE NORTHEAST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF SECTION THIRTY-SIX (36), TOWNSHIP TWENTY-FOUR (24) NORTH, RANGE THREE (3) EAST, M.D.B. & M., SAID PARCEL BEING 104 1/2 FEET NORTH AND SOUTH AND 627�FEET EAST AND WEST. AP NO. 056-260-004 Date,?- 7- o y . PROPERTY OWNERS: i a- State of California ) County of bu t4 -e— On ) On+ 14()aUs% q,ao0111 beforen�e Y�k' -e_ Q M personally appeared Zl.0 Artn�- ay -*_1 ersonally known to me (or proved to me on the basis of satisfactory eviden' ) to be the person(s) whose name(s) jt/are subscribed to the within instrument and acknowledged to me that ,Wthey executed the same in J>}~their authorized capacity(ies), and that by >Wb lltheir signature(s) on the instrument, the person(s) or the entity upon behalf of AWjhe person(s) acted, executed the instrument CWITNESS my hand and offici al.gnat e Seal: ZVNIE R. MCCLUREi V COMM. # 1304365 rN (7IWNOTARY PUBLIC -CALIFORNIA 'q BUTTE COUNTY n A.P. # V� 6 ` Cao ` UD� COMM. EXP. MAY 13,= 19 E1"0'04--101048972 Recorded Official Records I REC FEE 7.00 1 CONFORM 1.00 Countyy Of BE CANDACEUJ. GRUBBS I Recorder ROSEMARY DICKSON i Assistant I Alyce 10:26AM 11 -Aug -2004 I Page i of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING THE SOUTHERLY HALF OF THREE (3) ACRES IN THE NORTHEAST CORNER OF THE SOUTH ONE- HALF (1/2) OF THE NORTHEAST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF SECTION THIRTY-SIX (36), TOWNSHIP TWENTY-FOUR (24) NORTH, RANGE THREE (3) EAST, M.D.B. & M., SAID PARCEL BEING 104 1/2 FEET NORTH AND SOUTH AND 627�FEET EAST AND WEST. AP NO. 056-260-004 Date,?- 7- o y . PROPERTY OWNERS: i a- State of California ) County of bu t4 -e— On ) On+ 14()aUs% q,ao0111 beforen�e Y�k' -e_ Q M personally appeared Zl.0 Artn�- ay -*_1 ersonally known to me (or proved to me on the basis of satisfactory eviden' ) to be the person(s) whose name(s) jt/are subscribed to the within instrument and acknowledged to me that ,Wthey executed the same in J>}~their authorized capacity(ies), and that by >Wb lltheir signature(s) on the instrument, the person(s) or the entity upon behalf of AWjhe person(s) acted, executed the instrument CWITNESS my hand and offici al.gnat e Seal: ZVNIE R. MCCLUREi V COMM. # 1304365 rN (7IWNOTARY PUBLIC -CALIFORNIA 'q BUTTE COUNTY n A.P. # V� 6 ` Cao ` UD� COMM. EXP. MAY 13,= 77 August 4, 2000 Mel Arent 6390 Columbine Road Magalia, CA 95954 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX I Re: Building Permit Number: 00-1566 Assessor's Parcel Number: 056-260-004. Dear Mr. Arent: This office has performed the structural review of the above referenced building. plans. Please provide additional informa'on and/or make revisions to plans, specifications and calculations as follows: 0 Provide a minimum of one no. 4 bar at the top and bottom of the footings in accordance with U.B.C. section 1806.7.2. 0 -Ib Nl�;7" O O2Section 1701 of the U.B.C. requires special inspection of field weldin nd bolts r •�'`` installed in concrete. The Butte County Building Division must approve the inspector. Provi e s office with the name and resume of the special inspector that you intend to use. � 5 W I LL 19 (A VVA(LZV �Provide engineering addressing the adequacy of the foundation expansion bolts to resist shear and overturning forces due to all. loads specified in chapter 16 of the `` U.B.C. N. NArMA-KJ w1U- F-4OALO-s. �he calculations for the gable end lateral bracing assume no openings. The plans, however, show a 3'6" x 6'8" door to be installed. Please revise the calculations to address this door. 0 L Please key all details on sheet S-2 to the plans. Plan check will continue upon' receipt of the above items. Additional items may be required when plan check -is resumed. If you, wish to discuss any requirements, you may contact me; at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, 4�� Philo Hunt, P.E. Plan Check Engineer cc: Jeffrey Chapman, P.E. r.T rj(S c 55-eO vj 056-26,0-004 00-062*&/ --7ARENT' -Wlv-iff':�S Lovlock Rd, Magalia `Ele Ser for WelUEle to Well : OFFICE COPY Addre G( S, to r Y- �e ELECTR12� Meter By Ll - Coo � a / 1 iA COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 0,( .7 t' 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO•. (Rev412/96) APPLICATION AND PERMIT «� ASSESSOR PARCEL NUMBER 056-26--0-W4 ZONING BUILDING PERMIT OWNER MELVYN Amu TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 6390 COLTIMINE, MINE 11a1f,�ALIA CA 95954 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS - Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS LOVFTM RD MAGALIA Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Others❑ Describe Work: FLR SFR FOR WFI.L An FIV, TO 1,9?LL Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OVLE Main Service 200A OR LESS 23.00 23. LICENSED CONTRACTOR'S DECLARATION 1 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'Jorce 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: �j 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 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.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forth comply with those provisions. X ' , �- . Date i"1 J Signa of App I ant -, Owner 0 Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00 SCC000A WEL200A NEW CONST. DWEWNG OCCUP. SO OR ADDNS. & ACC. BIDS. 3.50FT. NON -R610 MULTRANCI.OUTLETITS 97.50 APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCu OUTLET OR FIXTURES BAL 0 1.00 FIXPPLINIS Ex. Occup. ounFrs RES D.OEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin ... 23.00 23.00 ".!2, " 123.00 PERMIT FEE $ 89.00 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 $ 89.00 HOZ. D. FEES IMP.'FLOOD IVI CDF PARCEL PD HD %SU IS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. �y� By `%*' S Datetl� PERMIT EXPIRES ON `ll" : Date ReceiptNo. 286439 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK•INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NOS (Rev:12/96) S APPLICATION AND PERMITnali* ASSESSOR PARCEL NUMBER 056-26-0-004 ZONING BUILDING PERMIT OWNER MELVYN ARENT TELEPHONE SO, FT. OCC. BUILDING VALUATION - OWNERS MAILING ADDRESS 6390 COLUMBINE MAGALIA CA 95954 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flirt Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS LOVELOCK RD, MAGALTA 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 y New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other"❑ Describe Work: ELE SER FOR WELL AND ELE TO WELL Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800VOR LE Main Service ..A ORIESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service To 46.00 CCUOOOA WEE200A NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. SO 3.50'. =RES, IGT' MULTI.00UTLET @7.50 OWER APPARATUS 8 PSINGLE Oun.ET CIR. EX. Occup. OUTLET OR FIXTURES 20 @ 1.00 BAL @ .50 Ex. Occup. oFIXurLEEDTSA AaIDOEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 23.001 23.00 PERMIT FEE $ 89.00 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 ;f—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 forthwi c ply with th Be prcv' ions. X r Date 7' �— 6 Signa of A IcaOwner Contractor ❑Agent An OS A 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 FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TO •AL FEE $ $9.00 HAZ. 1 0. FEES MP FLOOD I CDF P C PD HD 5SU This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date V oSLS Q ate ReceiptNo. 286L39 WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 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,w'U_f _ be issued until this verification is received. T. I personally plan to provide the major labor and materials for construction of the proposed. property improvement- :_ YES [XI NO[ 2. I HAVE[�.11 " • HAVE NOT[ ] signed an applicati_ori•for.a budding permitfor the 7 proposed work 3. I have contracted with the -following person (firm) to provide- •the proposed construction: _ NAME: -ADDRESS:'�' - .- :: ; : ;,.,. CITY: PHONE:- -_ - - -- - _ .._:_.._ • CONTRACTOR'S. LICENSE NO. 4.'- I plan `to "-provide---portions of this work,:: but I have hired the following person to = coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the followipg-persons to provide the work indicated: - NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: AM DATE: .3 - D _b NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. May 1995 2.26 Dear Property Owner: An application for a building permit has been submitted 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 apply.- .If you plan to do your own work, with the exception of various trades that you'' lan to subcontract, -you should be aware of the followin benefit and protection: 0 If you employ or o rwise engage Zp=ur other than your immediate family, ` and the work (including materials and o r costs) is $300 or more r the entire project, and such persons are not licensed as contractors or su ontractors, en you may employer. 0 If you are an empl er, you m 'th the State and Federal Governments as an employer and you. are subject to several obh c uding state and federal income tax withholding, federal social security taxes, workers compensation insurance; disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, "and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the 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 the 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 "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Mar 1995 2.27 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telepho. a (530) 538-7541 PERMIT No. (ReV12/96) ' • APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER©©Q 2ON"O BUILDING PERMIT re).� OWNERTELED110NE SO. FT_ I OCC. BUILDING VALUATION OWNERS MAJUNDI /-- -:z( i;Ijn i /9 I ) vtn CaC l IV P Al "A L-/ A I- CONTRACTORS MAJUNG ADDRESS PERMIT FEE $ , ' ELECTRICAL PERMIT CONSTRUCTION IEPOER . Main Service �w oa LEss 23.00 Fire lace Main Service 200A TO 1000A LENDER'S MAILING ADDRESS MECHANICAL PERMIT Total Valuation L FILING OCCUP. SO 3.SC ARCHITECT OR ENGINEER OR ADONS. LICENSE NO. Filing Fee b 20.00 Permit Fee b ARcwTECT OR EN_OINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS` O ff/ Energy Plan Checking Fee S $ 4 f l+ C PERMIT FEE S LOT NO. SUBDNISIONS NAME AR EL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF O Duplex ❑ Mobilehome ❑ Other sPEc1Fv Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ AdditionW el ❑ Utilities ❑ Installation ❑ Describe Work: Othgr O �1LSGy" Gas piping system t - 5 outlets 15.00 Buildin sewer 15.00 Mobile Home S G W Q20.00 EX. OCCU . OUTLET OR FIXTURES PERMIT FEE $ , ' ELECTRICAL PERMIT I Fling Feel 20.00 Main Service �w oa LEss 23.00 Main Service 200A TO 1000A 46.00 MECHANICAL PERMIT NEW CONST.DW ( FILING OCCUP. SO 3.SC Cooling OR ADONS. 8 ACC. BODS. 6.50 Ventilation N GF NS oNs . Nf111 ( m U_'ri u ET Qa 7.50 EX. OCCU . OUTLET OR FIXTURES I BELL " ,S0 Ex. Occup. our,Frs(REESID )EA 5.00 Temporary Service 23.001 Mobile Home Facilities 20.00 MIK Wiring 23.00 PERMIT FEE = Om MECHANICAL PERMIT FilirIg Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI_ I S Mobile Home Installation Fee $ Energy Inspection Fee L occ CONST. TYPE TOTAL FEE $ HAZ D. FEES IMP FLO00 CDF I PARCEL PD NO LSUE 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 w 16A). s 6 a-7 LM ML O O W 9 V- o�i W W; PRE -INSPECTION REPORT OWNER: A ✓' . LOCATION: -� UyL /�� MCI CONTRACTOR: PRE-INSPETION FOR: A//00/ DATE TO INSPECTOR: Building Description: Electric: Gas: Commercial/Usage: Residential/# of Units: Currently Occupied AbandonedNacant DATE: A. P. #•�) ,S 1' =Z C -G -P�3re ZONING: PERMIT HISTORY:(NONE ( ) AS FOLLOWS: BUILDING INSPECTOR'S REPORT Yes No Electric currently On Off Condition of Electric Natural Propane None — Currently On Off Obvious Problems: Sanitation: Plumbing Working Well Working Potable Water Obvious SewageProblems Comments w ACTION RECOMMENDED: ISSUE: y BOLD FOR Inspector• Date/ Sketch buildings on reverse and indicate location on property. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY • Plot Plan Attached t�C Floor Plan Attached Sant to B.D.AGio /K¢,( LoyJock (ZAj. IV f & ISI) CaSCv - 2 �(� ,. 0Q4- Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well, Clearance for IL dwelling. 'Ott or. ,2(►/�dw, VCJ n�iL�+=t. Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist - L2- r00 Date R LJ tis'•', �� .,,,1 .I r _ 1 � ?;�•y..• •ILIA:,! LOOKS AND LIVES LARGER THAN ITS SIZE PLAN NO. X260OX37 This three bedroom-brickfront ranch looks and lives much larger than its modest 1,667 sq. ft. Tall center section with broad covered front porch creates a Welcoming feeling. Home is practical, affordable and easy to build. From the front door there is a dramatic vista of the tall living room and adjoining dining room. A three -sided fireplace is located between the living room and family room. Beautiful informal living area spreads across the rear and includes vaulted ceilings over the family room, breakfast room and kitchen. Master bed room includes five -fixture bath and walk- in closet. Construction blueprints include options for a slab, basement or crawl space and either a front or side entry garage. Total living area: 1,667 sq. ft. RIDER PLANS SEE PAGE 138 I 98 1 COV. PORCH VICL -,y -w ggr i - " r� •yr, •�� P VAULTED MSTR BEDRM 15-0'x 13'-4' w LAUNDRY RDDN WITH �ASENENT PLAN ,L SrU Dy . BEDRM 02 10'-0'x 11'-0'x USE PRICE ;L 9'-8• 11'-0• LEVEL B } APPROVED- FnW FL -001 PLAN Butte County Environmental Health �1 ---- Ze = - Date K- ni . `UIII II�l 11 III, ll•II I'I 111 70'-0' OVERALL Environmental Healt URI i�l% " SL GL DRS j� JUN- 1 2 2000 S. r--' j VAULTED VAULTED FAMILY RM TDR F° IQTCHEN rr►1�; ;F�lTt►; Chico, Califomia �" ,�A„D ;,"�,; ;,•"�,; LAZA „ 8'-6'x • 9'-6•x a -�• 13'-4' 15'-0'x 13'-4' uTtl a .wT i p HIGH CELL. ►[REPLACE DINING RM 10'-0'x N ICA4CEIL. LIVING Rid RM T1r0 CAR GARAGE 12'-4' 16'-0'x 13'-4 19'-0 20'-0' %-ra RI :j'(''.l" LOOKS AND LIVES LARGER THAN ITS SIZE PLAN NO. X260OX37 This three bedroom-brickfront ranch looks and lives much larger than its modest 1,667 sq. ft. Tall center section with broad covered front porch creates a Welcoming feeling. Home is practical, affordable and easy to build. From the front door there is a dramatic vista of the tall living room and adjoining dining room. A three -sided fireplace is located between the living room and family room. Beautiful informal living area spreads across the rear and includes vaulted ceilings over the family room, breakfast room and kitchen. Master bed room includes five -fixture bath and walk- in closet. Construction blueprints include options for a slab, basement or crawl space and either a front or side entry garage. Total living area: 1,667 sq. ft. RIDER PLANS SEE PAGE 138 I 98 1 COV. PORCH VICL -,y -w ggr i - " r� •yr, •�� P VAULTED MSTR BEDRM 15-0'x 13'-4' w LAUNDRY RDDN WITH �ASENENT PLAN ,L SrU Dy . BEDRM 02 10'-0'x 11'-0'x USE PRICE ;L 9'-8• 11'-0• LEVEL B } APPROVED- FnW FL -001 PLAN Butte County Environmental Health �1 ---- Ze = - Date N\ i O APPROVED • Butte County Environmental Health Ip 4p T/l� f S • Date • Signature aP Environmental Health • JUN 1 2 2000 Chico, Califomia m n� o� 0() UD A»k 1-1500 — m f ZT Assessor's Mop. No. 6-26 �- — County of uHe, CUM. ! i UJ .. d../' I,� .' } .^�I i'` i� '; `1 �� j 1,/, , ice' ^.'��'',J2 '� d.i,L •'/ �/7 i./�-� �`:_ --` �' �/ 1 TRW*REDI - SCALE IN 1110 OF AN INCH 1-800 45-7334 56-26 d PART OF SEC.36 r24N. R3E- M. D.6.6M• Rr Environmentatt tjeeith _ JON Chico, om 1,cr: iia �( e'S 2f re ss rou.w 36 3/ 39 N f3 . o O OL• w • .i ae Ac n ae.c V 4 1 V ,.. s:es fear. - L f ZT Assessor's Mop. No. 6-26 �- — County of uHe, CUM. ! i UJ .. d../' I,� .' } .^�I i'` i� '; `1 �� j 1,/, , ice' ^.'��'',J2 '� d.i,L •'/ �/7 i./�-� �`:_ --` �' �/ 1 ti Order No. 2-188263 SCHEDULE C THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING THE SOUTHERLY HALF OF THREE. (3) ACRES IN THE NORTHEAST CORNER OF THE SOUTH ONE- HALF (1/2) OF THE NORTHEAST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF SECTION THIRTY-SIX (36), TOWNSHIP TWENTY-FOUR (24) NORTH, RANGE THREE (3) EAST, M.D.B. & M., SAID PARCEL BEING 104 1/2 FEET NORTH AND SOUTH AND 627 FEET EAST AND WEST. 0 AP NO. 056-260-004 Environmental Health J. U N 1 2 2600 Chico, California arc �CHICO ENV. HEALTH EHS FAPPROVED ❑ CONDITIONALLY APPROVED oov ��' PERMIT CLEARANCE Permit #: Yw T Genera/Information Owners Name: 'M g t' o (N rAV"0-"EA rr— Owners Address: Building Site Address: C Property Information Septi RESOLVE PROBLEMS PRIOR TO APPROVAL Date: ,--t b AP#: D S -b Ja 60 - 00y Parcel Acreage: r A e— Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home 1-12nd Dwelling ElMulti-Family>2 units per parcel ED Septic &&Jell Zone District General Plan Use Permit: SFD ❑ Other —7-0 " 1 --7-C> Date of Zoning Ordinance: A� Development Agreement: Variance: Parcel Is In: Land Conservation Agreement R No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan I@ No ❑ Yes Violation Area No ❑ Yes Specific Plan jLNo ❑ Yes ❑ Chico ❑ D2N Enterprise Zone ll No ❑ Yes, check use Floodplain ONO El Yes Zone: 1 Watershed Protection Zone ❑ No IS Yes Proposed Use Complies With: IS General Plan Zoning Proposed Use Reguires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Aoplicable Setbacks: ❑ Residential Accessory '10 - I 5--)9 ❑ Cohasset Panel Number: —02-1'O ❑ Accessory Building Use Zoning Code Street & Hi hwa s Fire Prevention Subdivision Ma Front S O L Side �' O Side street Rear ) C j'� v Heiaht Environmental Health Issues: Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Parcel Created by: of Creation: 9 Legal Access Provided: XNoDeedsDate Deed Reference: o Z 3 Legal Access Required: �No Parcel Frontage on Publicly Maintained Road: �No E] Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No 0 lyes V , N ❑ Yes Yes Q/v Comments: cIIC-77-77V JAW 2-91 I y s 1 1-5-7 01-L S1611 w/ �S ❑ Map Date of Recording: Lot: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Comply with condition no. Block: Book: ❑ Verify Legal Access Provide Creation Deed of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). Page: ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other General Comments: 14V 3LLn8 io AiNinn0 ®3AI3338 ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. FO )e, on C(l y C)tA- �Jftj 50�1-n0l�-k � C�rScO 879- 9-5 7 7 6U -RECEIVED FEB 2 2 2000 Cou4ty OF Sufft , LAND DEVELOPMENT DIV. GRANT teRi.ed BERT HUM=and MIA ` iA M to= 1f'rtd vA t/ Oalllbrala{ 'IIxt:�: p�1�rrilr i. AIDBJR a► ♦:w. W ✓. j ZYIIJ;�t+ aIl tbtt tai ptopett7 tittuta Is the Coest7 e( Beft Usts e(G$ � -•� ((Itr Thrws . S) Acres SII the ■orthsast"enrtb w ! star Q) of the Northeast Quarter Q) of 8!eifoaim — • J Test, Y. D. B. 6: At., said Parcel bels/ WO-Tess.fert>! i/t — a — i5 i.1.Yhi z - MIZEDY, tt:e said first Parties here arsoatad tIli�.6�ngryt�?_Lr*� �_ l MttW, of iuly, 1936. Consideration less than $100.00 INK STATE ry OF CALIFORNIA Cosa of Batts u• �` - �� I�If15i' Oa tlw_...,PLIQ_da7 o(_+�Sil.7 19�.btfota � �iit.'>?t�`R.��,RAO'IB =1C` 7. a Notu7 Pnbik ie sed f« uid Cis sad ate• ptnIZ bodoaall7 appraeed " a •� �`�••+.__ ..fit: -i^• ��jC `�% �iRIT?1<)<Y._eaa �►L.3.A.irUt�Dl. 7, ,aad nit.. " _ .._...: Ilei IZ' knows to tot to be the pmon.s -whoa name.a-ara—sabsuibed to de ithlafseeaMtY{aaislYdpl4(allfmst;� 4 y unCa'.. r tatated tht unit. (SEAL) Iioesq 4dPttlrt r sad rias tbs G ' iIt commoe npitR _t!.e7L0i_�Q3Q Ceaq d t MEN'. _ _ Jottt e! IiR E . RteQrdcd u thr tuu of_ .r r_:r. .'.•. :�� t��t Rz. Lop! put -4 � ock A• K is voL 152 _Od3dtl�ouz:.:: Fat f1.04-_ No. 1090._.—Comparrd k�� '' 1'/�111i'!fits...r.-•'a"mD�tc7ittmedra��.:rGRANT-:DEEE Jul Jnr I- -lue teai.ed We CHARLES MURRAY OROT,. also known..." s:]dtej _d1iA/a?�rk+ : i {►�) '� � J GRANT—to ARTHUR BOSbOW and EDRA LOSSONv-his ritec.yey� T n+�ry'.�'" y] ���a•;;' Q \� � .. '. •.•...:�C•. i.•I:.ti•.".s��f��'-,Y ; Y+L.sr✓r.^--•i-'-�...w^� .a.� �e111 an thu Rai peol+tn7 situate In the County 0[ Butte. State of Catiforea. *im3td Y `-+"`..•- � ,, o-�-w�..�-. The East Half (E}) of Lot TwentqW,-*', -elz_�RIDItB�Colaq�'7 .:Y; aecordlasTn{r �i' to- Official rip thereof, filed la the ottlos. ot=thi�soorderot_ Cat>atj of,:Hntts�_8ta_taf: nets: 11 t "•.:'1:�rt:1.t DeowuJir :Ca 100L, iII limy Book s{sj pe" il'�" ' rt~ �= •. u -c lY ! >i7iU a� Ynnnr t,t -`.YET Yr.•MIVt 'm I!SRI, tont_:- RA W1 INESSwr hands this lEtia 13yV :.I .. 13.00 t U.S.I.R. Stamps Cancelled' 1 � � • ... ... - _ � ^s_�_-. - - - , sic_' --....-' - .='�"3tYE2�E _ STA TE OF CALIFORNIA ... t - hof Amre _••_i . t uI f'uDlic in sed (a a.id Ciwaty Stec gattF a'�`� •• • C6uia IRIA!/_ a---:.._ +•--}r.+totYsraLa �_IC7t:1•. to bt Umhors aaate.�-: •.. EIVED 2 2 2000 UN OF BUTTE t3EVELOPMENT DIV. t --- ' -16 A :K Conrideretioa lean thaw 5100. -- --.—JA.V35-B �.�tQti•F}iTg___ ETA18'OF CALTV(*m'A. t ---- CottetY of Bea tt -.a.: O• d:. 3 ..w w.r of Daao:Lbar 19_+.A_.» ks(rxe a Nlitm Ptdlae le cod le...i.1 (`e..e.. ...ewe w•. •w.�..e. .. .. _—--'--_' ' P�a-a--.oboe "rmr = .!e—..wkaribed to tDr �itDin iaarvmretand xeowme kkdaed to Ilu t �kr� woad the see. _ H.. ROTH (SEAL) ...,•.:.i .: _....----'•-------..._ .... w_.-----...-- Ijr1958.+r1 P•Dlk in and fax the County of Butte. —•----•--- State of California. :::.Retarded at the teaeett or �fi9LiT lI9D.�!1TT..._--- ....._._.._—.._._.__ J�ILtY_.1P.37.-._ ....-.•- _-- u••• 34 ",t" Pat 10-_ o'clock A. -,R Ia Vol. ISI Part .....364.._ of B t u t CaUleda F.e 1 `1.00 tea f6:6 Q f — '-.....................: .....------ .. .. Compared Refolds 1•q G.r .. Drpvry Retntds GRANT .DEED � "for.atu.'a'i"d C. KSTELLIC TRACY, Who holds title es her separate p perty I _ —_ a-"Vl Y. TRIPLETT, a single ma ., I all tbu, teal ptapeltr ittutt in Ih CoantT of Butts. Start of C+Gforn;+, dsuribed as follow,: III "The lasterly 79.9 feet of Lot Seventy ,•;' :: Y (70) and all o Lots Seventy-one (71). SeveIIty-Lao (7Q ,.and Seventy-si= (76) of the Twentlet ubdivision of the John Bidrell:;-:.� i.. •iii �:.: �. ;.Reaeho es said lots are laid down and so designate On -that certain map entitled "Hap?;?�f`, 0, tha twentleth Subdivision of the john Hidrell' Rancho• filed 1a the office of the ~y. ;kscords! of the County of autts, state of iforaia, November Yo, 1911 in Dfep !look 1, ^ =r.a'udi 'cad containing 16.90 acres so . or leer.Vita 4 P17NFSS °2 ; " fund his E6th nary of 7eavarY .1Y3T. "1= =� SE_00 _II,S.I.B: 3ta3D 'o•at;�11 e.d. ._ C.`�iYELLE_.TRi.CX__ --?,• 1 ° ZX �yy ETAT(( Op CAL` <—_...—.- -- -- --' -- --- r w.•alY _� .\:t:�ri ;urn .+linua.' P&tiallt L...ur- N - Wks j: _ — - -. Me MmC .- . •; L' �ealxen'Ad w tM wirFiw iwwt.w,ret and ariwe.wkdx.d to Notary Pow is ssad ori ( aamr. '0•"�q.. RECEIVED FEB 2 2 2000 COUNTY OF BUTTE LAND DEVELOPMENT DIV andl r. th t husband to � -i,xCWbNT" " P. NOMjL?T am TJOLZ bleDINITT, and wife heCount Butt 7 or Bu Y of Butt ir •, B._ ::i -4d ?man dpi ed feOP�Y itoee ki Deis Sm d CiNlorale. daclbed on fo0o.s ^= talar_ inlLhe!.61f of Three (3) Acres in the Northeast corner of the go uU '-Dph. llfrtheeet Quarter (}) of the Northeast Quarter (}) of Swotl^a ^I;J; Q :ik (* 'io*nahip LY. North pangs S ><ast, Y. D. B. a Y., said passel containing one nae bneI (1})'Aerea'aore or leis and being 1041 feet Borth and South coca 6k7 feet East and east. i -:'tv•`d.T'.^'1o'v.� S WHIT.!W. the _eid fire* n rticoo hove I 1 ....•.__.�. ----- .ria conveyance tai• - Vo:_or Laoacber, 1236. Conrideretioa lean thaw 5100. -- --.—JA.V35-B �.�tQti•F}iTg___ ETA18'OF CALTV(*m'A. t ---- CottetY of Bea tt -.a.: O• d:. 3 ..w w.r of Daao:Lbar 19_+.A_.» ks(rxe a Nlitm Ptdlae le cod le...i.1 (`e..e.. ...ewe w•. •w.�..e. .. .. _—--'--_' ' P�a-a--.oboe "rmr = .!e—..wkaribed to tDr �itDin iaarvmretand xeowme kkdaed to Ilu t �kr� woad the see. _ H.. ROTH (SEAL) ...,•.:.i .: _....----'•-------..._ .... w_.-----...-- Ijr1958.+r1 P•Dlk in and fax the County of Butte. —•----•--- State of California. :::.Retarded at the teaeett or �fi9LiT lI9D.�!1TT..._--- ....._._.._—.._._.__ J�ILtY_.1P.37.-._ ....-.•- _-- u••• 34 ",t" Pat 10-_ o'clock A. -,R Ia Vol. ISI Part .....364.._ of B t u t CaUleda F.e 1 `1.00 tea f6:6 Q f — '-.....................: .....------ .. .. Compared Refolds 1•q G.r .. Drpvry Retntds GRANT .DEED � "for.atu.'a'i"d C. KSTELLIC TRACY, Who holds title es her separate p perty I _ —_ a-"Vl Y. TRIPLETT, a single ma ., I all tbu, teal ptapeltr ittutt in Ih CoantT of Butts. Start of C+Gforn;+, dsuribed as follow,: III "The lasterly 79.9 feet of Lot Seventy ,•;' :: Y (70) and all o Lots Seventy-one (71). SeveIIty-Lao (7Q ,.and Seventy-si= (76) of the Twentlet ubdivision of the John Bidrell:;-:.� i.. •iii �:.: �. ;.Reaeho es said lots are laid down and so designate On -that certain map entitled "Hap?;?�f`, 0, tha twentleth Subdivision of the john Hidrell' Rancho• filed 1a the office of the ~y. ;kscords! of the County of autts, state of iforaia, November Yo, 1911 in Dfep !look 1, ^ =r.a'udi 'cad containing 16.90 acres so . or leer.Vita 4 P17NFSS °2 ; " fund his E6th nary of 7eavarY .1Y3T. "1= =� SE_00 _II,S.I.B: 3ta3D 'o•at;�11 e.d. ._ C.`�iYELLE_.TRi.CX__ --?,• 1 ° ZX �yy ETAT(( Op CAL` <—_...—.- -- -- --' -- --- r w.•alY _� .\:t:�ri ;urn .+linua.' P&tiallt L...ur- N - Wks j: _ — - -. Me MmC .- . •; L' �ealxen'Ad w tM wirFiw iwwt.w,ret and ariwe.wkdx.d to Notary Pow is ssad ori ( aamr. '0•"�q.. RECEIVED FEB 2 2 2000 COUNTY OF BUTTE LAND DEVELOPMENT DIV 7:rBRANT DEED , .,•.-�.�.:?i_� :.;.:�-wawa .. State of FaiawUmb - P. Ll DIV and TIOLIr MaDVITr, huaband and'wlfe of the -Coua of Butte t�A _ ty. of Butte and y0III8i H. iiOB�il'S, husband and wife of the County Stat 0i!�taliflosnillBTB of gptte;� I Alithat d peoput7 itare v ih caawcT a[ solk4 &As a( caBfaeata. descnbd a foaowa: 1 i 1n the Northeast -,�;R>b�lu�`Lisi eoitth�rll. hilt of i3roo (3) Acres of the South 44th oat—Half_{}j tit•.she ibrtheawtQuartet (}) of tso NOrthaaat Quarter (1) of section TUrL . six (�)i'lbglaslD.•i1a :brf !K! S.Nast. {L.a.i.i If.. sold paroal oontalaing Oae and oea.belf Ili), a" more or less and leitq 1041 feet North and South. and E:7 feet East and test. � 'J�;L"I� RITIIISW! YiMM7, the "IS fire{ patties hatia a:aouted this ootneyanas this loth uey,.of_DooraDer, 17',6. ' ai P. ldcDXVI7r Considentloa lase, than =100. iiI0LS1_��DSyI1_T ___ ; STATE 424 CALIFORNIA, t — County of Botts Oe ttJ:-19.t.1�.day er_Denaobar__—I9�._ brfaR mr---B.__A.._ROTH.---._ . a Notary Poblk to and for told County a • reaidina. therein, dulTeotalealoned..and., esorn...personaliT P_ LnntivITT aapawred And YTOr.Yr YnnffiTT. husband and .et fe—of-Butsel-COuntx--Cal ifpmia. knor n'to me to_be the paaoaa.—dote naum •re.-anba ribed to the within inntnount and acknowledged to me that . executed the tame - \ (SEAL.)" '. _—_— kIL_A._._RM MT cxxiT �'Rpi_.«-%, laII. 9. 1959 Notary Public is and forCa rof Batu — Starr of California. . Recorded at the tegrtt of W. ROBl0iT8 M91� 1= war o •:dock .A -M. in v.L ISI pap._dCL— ttr T Cab[onia • (�` ...: - wawa --•-•---•------- •• - .__._ ...- •---_.- -- F�r $_1!_K_ Na a{p7....._..Comptted E e Record" ' - • . ,. 7yI 6'• _..—.....---••----••---._wawa--...—.—_._. et DmotT Recorder GRANT DEED value received _j ifs. r. B. YaGUFFEY and IRM MoGUPP1sY, his wife, of But unty118t sof' GRANT--to,0201j1% M. HAQ1 and AGWW BIALY, his wife ae Joint tenants wi right of Sutti abip, city Gridley iO�T all that eat *I . PtoPenl eluate la tttr/towaty d Bata. Stan d C�I1fWwia, dertie.d a. ►dbw.: ;:'LotsTwelvei--... (lY), Thirtesu (13), and lourteep (lt) of B ow Addition to the City of .Gridlq; •.County `of Bunts, Stat• of California, according the official map thereof •..... •.... ,.,: tiled la the office of the County Recorder of the Coun of Butte, state of California. ' ' - wawa t :N 1• . _ - Ooasidoration under 4lo4u.00 ; wawa ... .I � r ... •..• ... ,r•_r�.i�. '..--.. •' i � ! • wawa • ��_ 'our. •' wiTNl31'� hied a t .•.: 11th rler of YsEoh._ 1939 ... .._ ,. . ... ,.-•.: •..• .- ra ... .__.. ._ ..-_ -wawa.._ .. Ya0tyzi __ .,.., ➢ oellwd. .1-...•.•..1.. — __1°hL.� _71K1 itTATC b+' t JLIIPORvMet le 17' Mon int •» tlb __- ! .. .. ... Of tad Cwnn aM &a•. M"n tlT -- -'�'t- . _.--wawa_ _.. _ �+ ► tr1 �_ TF_'zL t:r 1�a�Ltr �bae ~ M• tam > . ! pts moi. .i:.r^'e;�►"a } ,_ �- - _- t0 the wNbiw iawnment aid ec►norkdted to that- — _ -- _ - - _- _.-- _. tm • i�: _.y.• asnlw. • r �."�F lJ,a.:,"}�'�']^:n.�, �--�y ,r- ' ^�K •+ wawa . j -.1 &&Mel e.aifat.Caee� of Batu. r _ ' ; I La 1997 ` Il�� e� — atrc :ii Gln �• Dsetr Y tl — 116 r w r — — a — _ 2 2 2000 MW COVNTY OF R1�1Tk LP ME [ 0 V E R TRANSMITTAL S H E E T To: Att: Subject: ?I � 1 Date: 's Job Number: ITEMS: COMMENTS: opA-0, .e�l&. I A — N° ` pr4'43 r2,er l 5 -CP I &CSo S 777 I- P-EY3 /k-vL oN L -Y \tA AT Aft v l 4-- 2 4 3 7 From the desk of.... S.E. CONSULTANTS, INC. STRUCTURAL ENGINEERING CONSULTANTS 5800 East Thomas Road, Suite 104 Scottsdale, Arizona 85251 Phone: (480) 946-2010 Fax: (480) 946-1909 NOTES i RESIDENTIAL 056-260-004 00-1566 ARENT, MEL 16149 LOVELOCK RD., MAGALIA CONTR: OWNER GARAGE BLD. 20 X 24 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) �d Signature ill i i i 1 RESIDENTIAL 056-260-004 00-1566 ARENT, MEL 16149 LOVELOCK RD., MAGALIA CONTR: OWNER GARAGE BLD. 20 X 24 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) �d Signature ill J = OK ` 0 = Not OK - = No?Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch Electricity; MH Test -Crossovers -Breakers -Clearances 3. Sewer; Location -Test -Fall -C/O -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) Water and Sewer Connected -C/O to Grade -HD Approval 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 9. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG Exits; Insp.-Sketch 7.. Well Clearance 8 Disconnect 12. 8. Utility Clearance Steps -Doors -Landings 12. Date Card B-1 Date Card B-1 Date Card B-1 Date Card.B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I MISCELLANEOUS Date DECKS, COVERS CARPORTS GARAGES (Plans) OK except #'s 0-*foni!)g Requirements -Setbacks -Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts -Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors ..i{�eetrir�� 0�rng.; Sills-Anchors-Studs-Rftrs-Trusses 9 ing; Nailing -Veneer -Stucco -Mesh 1 .hthg-Roofing Steps -Doors -Landings 12. Braced Wall Panels Date �'f Card B-1 Date Card B-1 Date ��``I Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel. -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater B. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test - 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 E J = OK 0 = Not OK - = Not ApplicaNe = Not Ready 46. RESIDENTIAL (S Date 47. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ f' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies 15. Access & Ventilation Date 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Ext. Steps -Door & Sidelight Protection -Landings 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. 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 Elec. Outlets & Receptacles at Kit. Counter ELECTRICAL (Permit) OK except #'s 74. 23. Fixture & Transformer Clearance -Ins. Protection 75. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 76. 25. Size Boxes & No. of Conductors Stapled 77. 26. Romex Installed Close to Edge of Studs & C.J. 78. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 79. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 80. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 81. 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes Q No 31. Service -Riser Conductors & Ground Main Disconnect 82. 32. Equip. Clearances Panels-Motors-Mech. Equip. 83. 33. Clothes Closet Light -Shower Light -Spa Light 84. 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date Exterior Elec. Trim, G.F.I. Receptacle -Underground Card B-1 Date Card B-1 Date Ventilation Throughout House MECHANICAL (Permit) OK except #'s 89. 35. A.C. Ducts Insulation & Support 90. 36. Vent Fan, Exhaust above insulation 91. 37. Condensate Drain & Overflow, Size & Grade 92. 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 93. 39. Attic Access & Platform if Furnace in Attic 94. Address Posted 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 Card B-1 Date Card B-1 FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive J Yes J No/Walks D Yes J No/Planters D Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Fri , COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541P140- (Rev.12/96) APPLICATION AND PERMIT 4Z _Znika ASSESSOR P�Qi}C�NLf 8'6-004 �IJJ�' [[,, ��,JJ ZONING BUILDING PERMIT OWNER MEL ARENT 521-3202— TELEPHONE 873-2547 SQ. FT. OCC. BUILDING VALUATION OWNER'S 'MTULUMBINE RD, MAGALIA 95954 CONTRACTO&tfflk TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S "UNG ADDRESS Total Valuation $ 8640.00 ARCHITECT OR ENGINEER UCENSE NO. Flirt Fee $ 20.00 Permit Fee $ 108.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 70.20 BUILDING ADDRESS 16149 LOVELOCK RD, MAGALIA Energy Plan Checking Fee $ $ PERMIT FEE $ 198.20 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other STORAGE SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ XAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: GARAGE. RT.D 2OX24 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W I @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800R LE Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is 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: 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 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 Policy Number (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall of 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 fort ith o ly with those rovisions. 40 7—D ^ t7 D X _ Date ID—OD Signature f Applicant - ner ❑ Contractor ❑ Agent An OSI permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 2001A TO 46.00 NEW CONST. DWELLING OCCUP. EL CU OR ADDNS. ( a ACC. BLDS. SO 3.5¢FT. IIO"gO IDT MULTI -OUTLET 97,50 OWER APPARATUS a Ps NGLE OUTLET CIR, EX. Occup. OUTLET OR FIXTURES 00 BAL 9 L 0 FIXI Ex. Occup. OUTLETS R PIER. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 198.20 HAZ. D. FEES IMP FLOOD COF PARCEL I PD I HD I ISS This permit is hereby issued under of the Butte County Code and/or ind' d e for. hich fees have w PERMIT EXPIRES ON U I zDafe the applicable provisions Resolutions to do work been paid. Date / O ReceiptNo. 302062/$198.20 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ` COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERV ICES -BUILDING DIVISION ` 7 G.ourity Center Drive • Oroville, California 95965 • Telephone 530 538-7541 PE RMIT NO. (Rev. 12/96) � e APPLICATION AND PERMIT 66 IA8ES80R PAACB NUMa81/� /� f�D ZOIi .�/!Cn vrill BUILDING PERMIT °MND��-r ,_ ,fid 8% 9 TBAPHSO. FT. OCC. BUILDING VALUATION OW►E„ MAUFq AD D lyd � � • �� � " 1�9��j CONTRACTOR'S NAME TELEPHONE 6) C CONTRACTOR, MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MMLNO ADDRESS Fireplace Total Valuation b ARCHITECT OR ENGINEER LICENSE NO. Filing Fee b 20.00 ARCWECT OR ENONEERs MAJ N0 ADDRESS Permit Fee BURONO ADDRESS Plan Checking Fee b By PERMIT EXPIRES ON Date jjpjq� Zoo v Energy Plan Checking Fee b b PERMIT FEE = L LOT No. SUeDNISgN9 NAME PARCEL MAP ---,PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE Each Tr 7.00 '@ Solar or heat m water heater 23.00 SF C3.,/'Duplex ❑ Mobilehome Other ��C Water piping 15.00 SPECIFY Each as water heater or t 15.00 / TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New Addition O RemodiA 13Utilities ❑ Installation O Other ❑ Building sewer .00 Dr.scribe Work: Mobile Home I S I G I W Ca?20.0 I! PERMIT FEE $ LECTRICAL PERMIT Fling Fee 20.00 OOOV OR LESS Me Nice p0A OR LESS 23.00 Main Se xw TO 1000A NEW CONST. ELLNO UP. 46.00 0.OR r qq, ADONS. S MUL IJTLET 3.5css NON -RES D. PSIN APSINGLEPAM 8 SDLP OUTLET c @7.50 (� ( EX. Occup. OUTLET OR FDRURES0 ®I.50 EASO \ �1 «(fff EX. Occup. OLITIETS ESID OEA 5.00 Y� 69 Temporary Service 00 Mobile Home Facilities20.0 Misc. Wiring 23.00 D� PERMIT FEE _ MECHANICAL PERMIT Heating Fling Fee 20.00 Cocii,ht Hood 6.50 Ventilation PERMIT FEP- S Mobile Home Installation Fee b Energy Inspection.f.. b occ CONST. TYPE IT OTAL FEE s lacl go D. FEES i IMP I FLOOD I COF PARCEL I PO I ND I ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By PERMIT EXPIRES ON Date ln.��,..,tr.�y�y����fif�'ile+'v�iN'�'oK�7hl�,d�i�i,.�'kjAf�.FF��srfwl"'.. ^.r1F'b"i�`f`-p�„�'+54� �:�'?�¢'�i `Vf��1Rt'�K7<ii9i" � "i".rt1i•��'{. f'� COL'NTx OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: &F.Z- � /(%T _._.. ASSESSOR PARCEL NUMBER: Proposed Building Use: j!jJ50,!Sr 00 1)dZ, Building Inspector: Date: �� At time of penvit applicatio40 4 n, I was advised the following data must be su miffed prior to permit processing an or issuance: Date Received By Ell. All items have been submitted.----=---'-- ------------------------------------------------------------------------- r�p��V �—. Plot plans, 3/4 sets, signby the preparer of plans. ------------------------------------------------------------ O' 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- V • v ' . Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- V\995. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $------------------------------------------------------------------------------------- ❑ 1 . Impact fees as shown on the attached schedule. ------------------------ ---- --- ___________________ 2. California Department of Forestry plan approval/fees. - ��L'�-`Izjl6i� 41�lloud elevation certificate. ----------------- --- Saiutation and plot plan approval �M Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16 Plot plan and business license approval from the City of Biggs. ---------------------------------------------- 7. Planning approval for (A) Use: Q K (B) Parking: -------------------------- 8. ontact Land Development about El Improvements, ❑ Drainage, Legal Parcel. ----------------------- 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑ 20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ❑22. Workers' Compensation carrier and policy number. ----------------------- ❑2. Owner -Builder Verification (Given to owner�❑�Mailed to owner ❑). -• ❑ . Letter of signature authorization. ------------ --------- ='.� ----------------------------- A Recorded copy of Agricultural Acknowledgment Statement. -------------- (/6. Letter of intent on building use. ----------------------------------------------- El 27. ---------------------------------------------. ❑27. Manufactured Home utility clearance. -------------------------- 1128. Existing violations and/or expired permits. --------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: %x'44-gib-��9is r', ` " ° '--•" r r' (Date) Whp you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. Telephone g2/ -3202 d hold for pickup at AeO office. ❑ Deliver with.inspector. 137Ywcn /'aop Applicant: Date: 17 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air ollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ther: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check,List 2. Additional items required: Contractor, design ( was advised of the above requireddata by hone, ❑ mail, ❑ Building Division counter, by . Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Btiildin Division counter, by Date - Plans reviewed by: �T%`�. Date: O pU Plans approved by- �Z Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: /? . Date: 1u/16);1bo COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER ��meeE v A. P. # PROPOSED BUILDING USE �6rjO)e } &C &,&,Xi DATE RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$_ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) V7. 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) SRA FIRE INSPECTION' AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Govet Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have mir' from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a pr6test are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) E.H. USE ONLY Plot Plan Attached". Floor Plan Attached No ` Sant to B.O.%' 12 "(o! TO: Building Department FROM: Environmental Health. SUBJECT: Sanitation Clearance lel 'Arent 4iO L®ye odk, os& - 2,&0 - cr04 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well %r Clearance for -u!eveffing. Other LU X 4 s-for�a ��t� �r der nfc�f n /an _ Hold final for: Final clearance O.K. for: NOTE: �, er,�•C l /tE�-ls 7 - l2 Environmental Health Specialist Date 8/96 PAoT' PkA., 9 APPFOVED Butte County Environmental Health Date Signature ttl6.� a Environmental Health J U L 1 0 2000 Chico,`California 0 5 cJ R� N �dcK. -- COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION JUL 1 7 7000 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P IT N0. (Rev. 12/96) _ APPLICATION AND PERMIT�5� Asa[iaoRPMGlL NUMa61 J�/• v zo ` pill zomm BUILDING PERMIT 1 !�/SpNS 9-��y SO. FT. I OCC. BUILDING VALUATION owra, MILaJ1a ADDFA=D COMRACTOR'a TCLa1gN! CONTRIICT011, MAUlq Moms CONSTRNCTION UMER LENDER'S MAlum PMAESa MCN1TECr OR ENWNEER UCFNSE NO. MCWECT OR ENONURI MAILJNO ADDRESS euaoNOAooREsa LOT NO. 1 SUKWISION,NAME USEOFSTRUCTURE�/ r SF O Duplex O Mobilehome Other 5'MAD9&C sPECiY TYPE OF WORK New Addition O Remodel ❑ Utilities ❑ Installation O Other O Describe Work: Fireplace Total Val Permit Fee Plan Checki Energv Plan Each Tr Solar or Water p Each go Gas DIDI tion b Ro IFU- ,ELECTRICAL PERMIT Filing Fee 20.00 $ �� ooa LESS 20.00 Mem An b A&ACQ- NEW CONST.ELLMIO OR AOONS. igFee b NtW 0NS • NON•REslo. 2 Checking Fee b b PERMIT FEE b BING PERMIT Fling Feel 20.00 7.00 t'oqmp water heater 23.00 15.00 water heater or t 15.00 1 system 1 - 5 outlets 15.00 owicing sewer Mobile Home I S I G I W @20. EX. OCCU . OUTLET OR FDRVRESBAI. PERMIT FEE $ ,ELECTRICAL PERMIT Filing Fee 20.00 Ma rvice �� ooa LESS 23.00 Mem An mOA TO 1000A 46.00 NEW CONST.ELLMIO OR AOONS. OCCUP. OLDS. s0 3.5¢FT. NtW 0NS • NON•REslo. MUL IJTLET RRu�cN a i� ) @7.50 EX. OCCU . OUTLET OR FDRVRESBAI. @ '.yD EX. OCCU RXEO APPLJIS. OR OUTLETS ES10. EA 5.00 Temporary Service 00 Mobile Home Facilities 20.0 Misc. Wirinq 23.00 PERMIT FEE b MECHANICAL PERMIT Fling Fee 1 20.00 8.50 PERMIT FEP S Mobile Home Installation Fee b Energy Inspection fee b o" CONST. TYPE TOTAL FEE $ r NAZ. to. FEES I IMP I FI. 00 I COF I PARCEL I PO I NOeSSUE 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 I�d�r P��h= pv ALL STRUCTURES AND EQUIP"'IENT INCLUDING OVERHANGS SHALL BE CLFIJI 07- ALL EASEMENTS, A SET BACK OF F-. Fm SME ANC 1Fo ro- L;.� ES AN[ <-3S 14o;rnt Z� FT. FPO`, I-, k -FALL BE CLEAR OF STRUCTUR=&.-,,-Z EQU',P,%fENT EXCEPT FOR A 2 FT. EAVE OVERHANG_ REVIEWEDBY BUTTE CO. Fl,rlr--, DEPT. CALIF. DEPT. J:ORESTRY ❑ approv3d as submitted 11 G ap'provzd v.,iih conditions or,"attar' ,elj 3iLleety ,'I ure Data oaf d ,41. hu..", Lj �A�T. Fenn. ALL STRUCTURES AGED E QUI?MENT INCLUDING OVERHAWeS SHALL ISE C'LEAT-1 C7, EASEMENTS. A SET ®ACCO O,p_® fir' cv' 1E SIDE AND 30 FT. FROM, �;r CC�ES AND �. 09 FT. rrc , '?e G F : W� E C_au�E SHALL 03E CLEAR OF S -i RLIcTUAES WwD EQUIPMENT EXCEPT FOR A 2 FT. EAVE OVERHANG, Eu�! CALIF. ® a, c�,,i NaT 3a� oS i daDA -1 d Aj. bv3Ad1 11 m ,l,dcK 140mi ad AP# CDF FIRE SAFE REQUIREMENTS PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County. local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [� 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards �J 1273.02 Surface. All driveway surfaces and structures (bridges., 1273.07 culverts and other app-artezant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [ 1273'.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to' those from 100-200 feet. [ 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum.of 10 feet wide and 30 feet long with a minimum 25 foot -taper on each end. [�] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 AP # PERMIT # NAME [�] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 8.00 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet,.turnouts shall be provided no more than 400 feet apart. [�] 1273.10 Turnaround. A turnaround shall be provided at all building sites -on driveways over 300 feet in length and shall be within 50 feet of the.building. 1273.11 Gates 1. Gate entrances shall be at least two feet wider than the roadway it serves.. [ 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a s-ingle-traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 4 1276.01 Setback for Structure Defensible Space. 1. All parc:els 1 acre azzd larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. ] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site - approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction -,r f__ial inspection of a building permit. Page 2 of 3 A AP # PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback -is Less Than 15 Feet. Choose any.3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not -to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials 7_I ? ,o D Date Signature Page 3 of 3 CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County. local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [16 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards �] 1273.02 Surface,.._Al.l.,driveway surfaces. and structures (bridges_, 1273.07 culverts and other app-rtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [ 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- - 100 feet radius; 2 feet. to' those from 100-200 feet. [ 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum. of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of . 3., :x V AP # PERMIT # NAME (�] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 8.00 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [�] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in -length and shall be within 50 feet of the.building. 1273.11 Gates [�1 1. Gate entrances shall be at least two feet wider than the roadway it serves. [ 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where_ a- -one--ways-road with-a-s-ingl:e- tr:a-f f ic- lane - provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. 1. All parcels 1 acre azzd larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] Property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. ] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r f_ -gal inspection of a building permit. Page 2 of 3 AP # PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet. Choose any.3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not,to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry ..., Masonry -veneer ---- Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 .r - �. . �? a �.- .. �` _ � � � I t k I Order No. 2-188263 SCHEDULE C THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING THE SOUTHERLY HALF OF THREE (3) ACRES IN THE NORTHEAST CORNER OF THE SOUTH ONE- HALF (1/2) OF THE NORTHEAST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF SECTION THIRTY-SIX (36), TOWNSHIP TWENTY-FOUR (24) NORTH, RANGE THREE (3) EAST, M.D.B. & M., SAID PARCEL BEING 104 1/2 FEET NORTH AND SOUTH AND 627 FEET EAST AND WEST. AP NO. 056-260-004 El 0 �'1 i OF m 4 01 -Ar '08e y e --Nn n 4nP 0 TRWREIII grjWLg 0 IMO OF AN IMM S1EC.36 T.24fK R3E. Rr . 0 1=sim-M-7 - J6 -R6 ra O- r• r • /s sG BK to Aro F� Ac4-- (PICN a Pe* rAT mora NOP. C.�r d !K CO{Ifl•7 s carA• p � I�. Ori ma. �� �� ��h�. -ov�A r U to PC so ac as r n• r 71a13 rr o7sa.r nuc felt i � :IM. j !^ ss s••ss r • /s sG BK to Aro F� Ac4-- (PICN a Pe* rAT mora NOP. C.�r d !K CO{Ifl•7 s carA• p � I�. Ori ma. �� �� ��h�. -ov�A r U �. ,' 10 --.Cn- I1 .n ti E�l �3 2 b 4E ca Q a Order No. 2-188263 SCHEDULE C r THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF•BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING THE SOUTHERLY HALF OF THREE (3) ACRES IN THE NORTHEAST CORNER OF THE SOUTH ONE- HALF (1/2) OF THE NORTHEAST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF SECTION THIRTY-SIX (36), TOWNSHIP TWENTY-FOUR (24) NORTH, RANGE THREE (3) EAST, M.D.B. & M., SAID PARCEL BEING 104 1/2 FEET NORTH AND SOUTH AND 627 FEET EAST AND WEST. AP NO. 056-260-004 Order No. 2-188263 SCHEDULE C THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING THE SOUTHERLY HALF OF THREE (3) ACRES IN THE NORTHEAST CORNER OF THE SOUTH ONE- HALF (1/2) OF THE NORTHEAST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF SECTION THIRTY-SIX (36), TOWNSHIP TWENTY-FOUR (24) NORTH, RANGE THREE (3) EAST, M.D.B. & M., SAID PARCEL BEING 104 1/2 FEET NORTH AND SOUTH AND 627 FEET -EAST AND WEST. AP NO. 056-260-004 F'Aor,. RAh PM'i,P QS -T 1�nAj. b Ad jr- RN: OWNER: MAI COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING PMT. • _PHONE:C530' ��� p�`j ? SITE ADDRESS: S SU e Will this building have insulated floor, walls, or ceiling? Yes: No: PROPOSED USE: �S' O Y 4 Sc Will this building be heated or cooled? Yes: No:y 16. Will this building have a water closetttoilet? Yes: No: [i 17. Will this building have a sink? Yes: No: 18. Will this building have a water heater? Yes: No: �^ 19. What type of floor covering will the building have? e 7^ C S l r4 PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes: No: 2. Is the structure already butt, under construction, or under notice of code violation? Yes: No: !� 3. Will items produced in this building be offered for sale? Yes: No: 4. Will the public have access to this building? Yes: No: —Z--- /5. 5.Will any advertising, on or off site, be associated with the use of this building? Yes: No: !/' 6. Will this building be occupied at any time as a sleeping quarters? Yes: No: V' 7. Will this building be occupied at any time as an eating area? Yes: No: 8. Will this building be occupied at any time as a cooking area? Yes: No: (✓ 9. Will this building be occupied at any time as a living area? Yes: No: l� SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of leach cines? Yes: No: li 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: 12. Do you plan to add a driveway or modify ebsting access*to a county maintained road? Yes: No:y 13. Will the proposed structure encroach within any recorded easement? Yes: No: CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? Yes: No: 15. Will this building be heated or cooled? Yes: No:y 16. Will this building have a water closetttoilet? Yes: No: [i 17. Will this building have a sink? Yes: No: 18. Will this building have a water heater? Yes: No: �^ 19. What type of floor covering will the building have? e 7^ C S l r4 20. What type of wall covering will the building have? 4 ADDITIONAL INFORMATION: I hearby affirm under penalty of perjury the above infromatlon is true and correct. I understand that arty changes to the use, or character of use, of this building will require Pernik from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when offered for sale. OWNER'S SIGNATURE DATE OWNER'S SIGNATURE DATE FOR DEPARTMENTAL USE REVIEWED BY: DATE: COMMENTS: r , I hearby affirm under penalty of perjury the above infromatlon is true and correct. I understand that arty changes to the use, or character of use, of this building will require Pernik from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when offered for sale. OWNER'S SIGNATURE DATE OWNER'S SIGNATURE DATE FOR DEPARTMENTAL USE REVIEWED BY: DATE: COMMENTS: CALCULATIONS FOR Job: Powers Storage Building Type PS-20'x24'x8'-0"eave ( 20 psf(reducible), 80 mph, Exp C, Z=4 ) Number : 1311-00 (These calculations are valid only when wet sealed.) Client: MEL ARENT Index to Calculations Sheet Item 1 2 3 4-13 V x,00 Copyright 6/00 Basis For Design Roof Loads Roof Plan and Profile Roof Deck Design Screw Report for Deck Purlin Design Screw Report for Purlin Girt Design Header Beam Design / Column Member Design 1�UTTE C:OUN i Footing Design .SVILDING' DF-PARTMEW Brace Design Lateral Design ` 1 !� F�' g �a P�' Schedule of Cold Form Mat4sll - Project Engineer Michael Lomakema S.E. CONSULTANTS, INC. 5800 East Thomas Road, Suite 104 Scottsdale, Arizona 85251 (480) 946-2010 Fax: (480) 946-1909 BASIS FOR DESIGN DEAD LOADS actual LIVE LOADS Roofs 20.0 psf., (Reducible) LATERAL Wind Wind Load Basis: 80 mph Exposure: C Seismic \ Zone: 4 CODE: 1997 Uniform Building Code 1996 Edition of Cold -Formed steel design manual STRESSES OF MATERIALS CONCRETE Footings fc = 2500 psi. STEEL Reinforcing fy = 40000 psi. A-615, Grade 40 Roof Deck fy = 80000 psi. A-446, Grade D Cold formed Steel fy = 55000 psi. A-446, Grade D Allow. Soil Bearing = 1500 psf fy = 36000 psi. A-36 PRELI M I N ARY U N LESS SEALED O N EACH SH EET O R O N CO VER SH EET ,bb: /{ ( I�r�l,,a� Date: By: E,tt2L ,bb No.: 12 _pp SH.: S.E. CONSULTANTS, INC. ROOFLOADS Dead Load = 1 Psf. (steel panel) Collateral Load = 0 Psf. Live Load = 20.0 psf. (reducible) Total Load = 21.0 psf. WIND FORCE ANALYSIS PER 1997 UNIFORM BUILDING CODE p=CeCggsI p = Design Wind pressure (psf) Ce = Coefficient per Table 16-G Cq = Coefficient per Table 16-H qs = Wind stagnation pressure per Table 16-F I = 1.00, Importance factor per Table 16-K TABLE 16-G Coefficient Ce 11 TABLE 16-F Wind Stagnation II 11 Pressure qs II Height above average 11 Basic I II level of adjoining I Exposure I Exposure I Exposure 11 Wind Speed I Pressure II ground, in feet I B I C I D II (mph) I (Psf) II 0-15 1 0.62 I 1.06 1 1.39 11 70 1 12.6 11 16-20 1 0.67 1 1.13 1 1.4511 751 14.411 21-25 1 0.72 1 1.19 1 1.511 80 1 16.4 II 26-30 1 0.76 1 1.23 1 1.5411 851 18.5 II 31-40 1 0.84 I 1.31 1 1.62 11 90 1 20.8 I I WIND LOADS 11 951 23.2 11 II 100 1 25.6 II Basic Wind Speed (Table 16-F) = 80 mph Exposure (Table 16-G) = C Mean Roof height = 8 feet Ce based on Mean Roof Height = 1.06 Wind Stagnation Pressure qs = 16.4 psf NOTE: BY DEFINITION OF SECTION 1614, THE STRUCTURE IS AN UNENCLOSED STRUCTURE AND ACCORDINGLY, THE Cq PRESSURE COEFFICIENTS OF TABLE 16-H ARE BASED ON AN UNENCLOSED STRUCTURE. Roof Decking: Cq = 1.3, Roof Element, Slope < 7:12 p = Ce Cq qs I = 1.06 x 1.3 x 16.4 x 1 = 22.60 psf, Outward Purlins & Rafters: Cq = 1.3 - 0.3 = 1.0, Footnote 2 p = Ce Cq qs I = 1.06 x 1 x 16.4 x 1 = 17.38 psf, Outward Lateral at Vertical Surface at Roof Level: Cq = 1.3 p = Ce Cq qs I = 1.06 x 1.3 x 16.4 x 1 = 22.60 psf, On Vertical Projected Area SEISMIC LOADS Zone = 4 Z = 0.4 PRELIMINARY U N LESS SEALED ON EACH SH EET O R O N CO VER SHEET bb: Td`,JF�� atLaIIV,Date: (e�Q� By: }�� bb No.: �l�-tom SH.: Z S.E. CONSULTANTS, INC. PRELIMINARY UNLESS SEALED ON EACH SHEET OR. ON COVER. SHEET Job: �jpsm�b �u,LotNg, Date: By: hlz.L Job No.: 1511-.00 SH.: S.E. CONSULTANTS, INN. Panel No. 3 30 GAGE, POWERS "SB PANEL" 36 Inch width Yield Strength, Fy = so ksl Tensile Strength, Fu = 90 ksl Ix = 0.076 inA4/FT SX(t) = 0.073 inA3/FT Sx(b) = 0.129 InA3/FT CONNECT TO FRAMING MEMBERS W/ #12-14 TEKS, 6 SCREWS PER SHEET See CFS output for design on panel PRELI M I N ARY U N LESS SEALED O N EACH SH EET O R O N CO VER SH EET .b b: Id'Nr11�I�IG Date: (�/T7� By: .bb No.: 3 I—OD SH.: �f S.E. CONSULTANTS, INC. Roofdeck Special Ir- o.1rl CFS Version 3.04 Section: Panel 1.5x1.29x5@6x 30 ga- SB-PANL.sct Panel 1.5x1.29x5@6x 30 ga- SB-PANL SE Consultants 5800 E Thomas Rd Scottsdale, Az Section Inputs Rev. Date: 05/02/1999. Rev. Time: 10:17:27 AM Rev. By: CHAPMAN Phone: (480)946-2010 Fax: (480)946-1910 seconsit@primenet.com Material: A653 HSLA Grade 80 Apply strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 80 ksi Tensile Strength, Fu 90 ksi Warping Constant Override, Cw 0 in'6 Torsion Constant Override, J 0 in'4 Panel, Thickness 0.012 in Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Centerline dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) , (deg) (in) Coef. (in) (in) 1 0.2500 0.000 0..093750 None 0.000 0.0000 0.1250 2 0.7387 65.600 0.093750 None 0.000 0.0000 0.3693 3 0.1295 140.600 0.093750 None 0.000 0.0000 0.0632 4 0.1044 65.600 0.061000 None 0.000 0.0000 0.0522 5 0.1295 -9.400 0.061000 None 0.000 0.0000 0.0632 6 0.7387 65.600 0.093750 None 0.000 0.000.0 0.3693 7 0.5601 0.000 0.093750 Single 0.000 0.0000 0.2801 8 0.1295 75.000 0.093750 None 0.000 0.0000 0.0632 9 0.1044 0.000 0.061000 None 0.000 0.0000 0.0522 10 0.1295 -75.000 0.061000 None 0.000 0.0000 0.0632 11 0.5601 0.000 0.093750 Single 0.000 0.0000 0.2801 12 0.7387 -65.600 0.093750 Single 0.000 0.0000 0.3693 13 0.1295 9.400 0.093750 None 0.000 0:0000 0.0632 14 0.1044 -65.600 0.061000 None 0.000 0.0000 0.0522 15 0.1295. -140.600 0.061000 None 0.000 0.0000 0.0632 16 0.7387 -65.600 0.093750 Single 0.000 0.0000 0.3693 17 1.5897 0.000 0.093750 None 0.000 0.0000 0.7949 18 0.1295 75.000 0.093750 None 0.000 0.0000 0.0632 19 0.1044 0.000 0.061000 None 0.000 0.0000 0.0522 20 0.1295 -75.000 0.061000 None 0.000 0.0000 0.0632 21 1.5897 0.000 0.093750 None 0.000 0.0000 0.7949 22 0.7387 65.600 0.093750 Single 0.000 0.0000 0.3693 t 3 CFS Version 3.04 Section: Panel 1.5x1.29x5@6x 30 ga- SB-PANL.sct Rev. Date: 05/02/1999 Panel 1.5x1.29x5@6x 30 ga- SB-PANL Rev. Time: 10:17:27 AM Rev. By: CHAPMAN SE Consultants Phone: (480)946-2010 5800 E Thomas Rd Fax: (480)946-1910 Scottsdale, Az seconslt@primenet.com 23 0.1295 140.600 0.093750 None 0.000 0.0000 0.0632 24 0.1044 65.600: 0.061000 None 0.000 0.0000 0.0522 25 .0.1295 -9.400 0.061000 None 0.000 0.0000 0.0632 26 0.7387 65.600' 0.093750 Single 0.000 0.0000 0.3693 27 0.5601 0.000 0.093750 Single 0.000 0.0000 0.2801 28 0.1295 75.000 0.093750 None 0.000 0.0000 0.0632 29 0.1044 0.000 0.061000 None 0.000 0.0000 0.0522 30 0.1295 -75.000 0.061000 None 0.000 0.0000 0.0632 31 0.5601 0.000 0.093750 Single 0.000 0.0000 0.2801 32 0.7387 -65.600 0.093750 Single 0.000 0.0000 0.3693 33 0.1295 9.400 0.093750 None 0.000 0.0000 0.0632 34 0.1044 -65.600 0.061000 None 0.000 0.0000 0.0522 35 0.1295 -140.600 0.061000 None 0.000 0.0000 0.0632 36 0.7387 -65.600 0.093750 Single 0.000 0.0000 0.3693 37 1.5897 0.000 0.093750 None 0.000 0.0000 0.7949 38 0.1295 75.000 0.093750 None 0.000 0.0000 0.0632 39 0.1044 0.000 0.061000 None 0.000 0.0000 0.0522 40 0.1295 -75.000 0.061000.None 0.000 0.0000 0.0632 41 1.5897 0.000 0.093750 None 0.000 0.0000 0.7949 42 0.7387 65.600 0.093750 Single 0.000 0.0000 0.3693 43 0.1295 140.600 0.093750 None 0.000 0.0000 0.0632 44 0.1044 65.600 0.061000 None 0.000 0.0000 0.0522 45 0.1295 -9.400 0.061000 None 0.000 0.0000 0.0632 46 0.7387 65.600 0.093750 Single 0.000 0.0000 0.3693 47 0.5601 0.000 0.093750 Single 0.000 0.0000 0.2801 48 0.1295 75.000 0.093750 None 0.000 0.0000 0.0632 49 0.1044 0.000 0.061000 None 0.000 0.0000 0.0522 50 0.1295 -75.000 0.061000 None .0.000 0.0000 0.0632 51 0.5601 0.000 .0.093750 Single 0.000 0.0000 0.2801 52 0.7387 -65.600 0.093750 Single 0.000 0.0000 0.3693 53 0.1295 9.400 0.093750 None 0.000 0.0000 0.0632 54 0.1044 -65.600 0.061000 None 0.000 0.0000 0.0522 55 0.1295 -140.600 0.061000 None 0.000 0.0000 0.0632 .56 0.7387 -65.600 0.093750 Single 0.000 0.0000 0.3693 57 1.5897 0.000 0.093750 None 0.000 0.0000 0.7949 58 0.1295 75.000 0.093750 None 0.000 0.0000 0.0632 59 0.1044 0.000 0.061000 None 0.000 0.0000' 0.0522 60 0.1295 -75.000 0.061000 None 0.000 0.0000 0.0632 61 1.5897 0.000 0.093750 None 0.000 0.0000 0.7949 62 0.7387 65.600 0.093750 Single 0.000 0.0000 0.3693 63 0.1295 140.600 0.093750 None 0.000 0.0000 0.0632 64 0.1044 65.600 0.061000 None 0.000 0.0000 0.0522 65 0.1295 -9.400 0.061000 None 0.000 0.0000 0.0632 66 0.7387 65.600 0.093750 Single 0.000 0.0000 0.3693 67 0.5601 0.000 0.093750 Single 0.000 0.0000 0.2801 68 0.1295 75.000 0.093750 None 0.000 0.0000 0.0632 69 0.1044 0.000 0.061000 None 0.000 0.0000 0.0522 70 0.1295 -75.000 0.061000 None 0.000 0.0000 0.0632 71 0.5601 0.000 0.093750 Single 0.000 0.0000 0.2801 72 0.7387 -65.600 0.093750 Single 0.000 0.0000 0.3693 73 0.1295 9.400 0.093750 None 0.000 0.0000 0.0632 74 0.1044 -65.600 0.061000 None 0.000 0.0000 0.0522 75 0.1295 -140.600 0.061000 None 0.000 0.0000 0.0632 w CFS Version 3.04 Section: Panel 1.5x1.29x5@6x 30 ga- SB-PANL.sct Rev. Date: 05/02/1999 Panel 1.5x1.29x5@6x 30 ga- SB-PANL Rev. Time: 10:17:27 AM Rev. By: CHAPMAN SE Consultants Phone: (480)946-2010 5800 E Thomas Rd Fax: (480)946-1910 Scottsdale, Az seconslt@primenet.com 76 0.7387 -65.660 0.093750 Single 0.000 0.0000 0.3693 77 1.5897 0.000 0.093750 None 0.000 0.0000 0.7949 78 0.1295 75.000 0.093750 None 0.000 0.0000 0.0632 79 0.1044 0.000 0.061000 None 0.000 0.0000 0.0522 80 0.1295 -75.000 0.061000 None 0.000 0.0000 0.0632 81 1.5897 0.000 0.093750 None 0.000 0.0000 0.7949 82 0.7387 65.600 0.093750 Single 0.000 0.0000 0.3693 83 0.1295 140.600 0.093750 None 0.000 0.0000 0.0632 84 0.1044 65.600 0.061000 None 0.000 0.0000 0.0522 85 0.1295 -9.400 0.061000 None 0.000 0.0000 0.0632 86 0.7387 65.600 0.093750 Single 0.000 0.0000 0.3693 87 0.5601 0.000 0.093750 Single 0.000 0.0000 0.2801 88 0.1295 75.000 0.093750 None 0.000 0.0000 0.0632 89 0.1044 0.000 0.061000 None 0.000 0.0000 .0.0522 90 0.1295 -75.000 0.061000 None 0.000 0.0000 0.0632 91 0.5601 0.000 0.093750 Single 0.000 0.0000 0.2801 92 0.7387 -65.600 0.093750 Single 0.000 0.0000 0.3693 93 0.1295 9.400 0.093750 None 0.000 0.0000 0.0632 94 0.1044 -65.600 0.061000 None 0.000 0.0000 0.0522 95 0.1295 -140.600 0.061000 None 0.000 0.0000 0.0632 96 0.7387 -65.600 0.093750 Single 0.000 0.0000 0.3693 97 1.5897 0.000 b.093750 None 0.000 0.0000 0.7949 98 0.1295 75.000 0.093750 None 0.000 0.0000 0.0632 99 0.1044 0.000 0.061000 None 0.000 0.0000 0.0522 100 0.1295 -75.000 0.061000 None 0.000 0.0000 0.0632 101 1.5897 0.000 0.093750 None 0.000 0.0000 0.7949 102 0.7387 65.600 0.093750 Single 0.000 0.'0000 0.3693 103 0.1295 140.600 0.093750 None 0.000 0.0000 0.0632 104 0.1044 65.600 0.061000 None 0.000 0.0000 0.0522 105 0.1295 -9.400 0.061000 None 0.000 0.0000 0.0632 106 0.7387 65.600 0.093750 Single 0.000 0.0000 0.3693 107 0.5601 0.000 0.093750 Single 0.000 0.0000 0.2801 108 0.1295 75.000 0.093750 None 0.000 0.0000 0.0632 109 0.1044 0.000 0.061000 None 0.000 0.0000 0.0522 110 0.1295 -75.000 0.061000 None 0.000 0.0000 0.0632 111 0.5601 0.000 0.093750 Single 0.000 0.0000 0.2801 112 0.7387 -65.600 0.093750 Single 0.000 0.0000 0.3693 113 0.1295 9.400 0.093750 None 0.000 0.0000 0.0632 114 0.1044 7.65.600 0.061000 None 0.000 0.0000 0.0522 115 0.1295 -140.600 0.061000 None 0.000 0.0000 0.0632 116 0.7387 -65.600 0.093750 Single 0.000 0.0000 0.3693 117 1.4551 0.000 0.093750 None 0.000 0.0000 0.7276 118 0.1295 75.000 0.093750 None 0.000 0.0000 0.0632 119 0.1044 0.000 0.061000 None 0.000 0.0000 0.0522 120 0.1295 -75.000 0.061000 None 0.000 0.0000 0.0632 121 1.4551 0.000 0.093750 None 0.000 0.0000 0.7276 122 0.7387 65.600 0.093750 None 0.000 0.0000 0.3693 123 0.1295 140.600 0.093750 None 0.000 0.0000 0.0632 124 0.1044 65.600 0.061000 None 0.000 0.0000 0.0522 125 0.1295 -9.400 0.061000 None 0.000 0.0000 0.0632 126 0.7387 65.600 0.093750 None 0.000 0.0000 0.3693 127 0.2500 0.000 0.093750 None 0.000 0.0000 0.1250 CFS Version 3.04 Analysis: 7'20 PSF.anl 7 ft Span Roof Deck Powers Standard SE Consultants 5800 E Thomas Rd Scottsdale, Az Analysis Inputs Rev. Date: 01/03/2000 Rev. Time: 12:10:38 PM Rev. By: Daniel Ferguson Phone: (480)946-2010 Fax: (480)946-1910 seconslt@primenet.com Members Section File Revision Date and Time 1 Panel 1.5xl.29x5@6x 30 ga- SB-PANL.sct 05/02/1999 10:17:27 AM Start Loc. End Loc. Braced R ex ey (ft) (ft) Flange (in) (in) 1 0.0000 7.0000 -None 0.0000 0.0000 0.0000 Supports - Type Location Brg Length (ft) (in) 1 XYT 0.0000 2.000 2 XYT 7.0000 2.000 Loading: Roof Live Load Type Angle Start Loc. (deg) (ft) 1 Distributed 90.000 0.0000 Loading: Wind Load Type Angle Start Loc: (deg) (ft) 1 Distributed 90.000 0.0000 Load Combination: ASD 1: D Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 Load Combination: ASD 2: D+L+R Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.b000 3 Live Load 1.0000 4 Roof Live Load 1.0000 K 1.0000 1.0000 End Loc. Start End (ft) Magnitude Magnitude 7.0000 -0.06 -0.06 k/ft End Loc. Start End (ft) Magnitude Magnitude 7.0000 0.07 0.07 k/ft 0 CFS Version 3.04 Analysis: 7'20 PSF.anl 7 ft Span Roof Deck Powers Standard SE Consultants 5800 E Thomas Rd Scottsdale, Az Load Combination: ASD 2: D+L+S Load Combination: ASD 3: 0.75.(D+W) Loading Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Wind Load 0.7500 Load Combination: ASD 3: 0.75(D+E) Loading. Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Earthquake Load 0.7500 Load Combination: ASD 4: 0.75(D+L+R+W) Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Live Load 1.0000 4 Snow Load 1.0000 Load Combination: ASD 3: 0.75.(D+W) Loading Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Wind Load 0.7500 Load Combination: ASD 3: 0.75(D+E) Loading. Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Earthquake Load 0.7500 Load Combination: ASD 4: 0.75(D+L+R+W) Load Combination: ASD 4: 0.75(D+L+R+E) Loading Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Live Load 0.7500 4 Roof Live Load 0.7500 5 Wind Load 0.7500 Load Combination: ASD 4: 0.75(D+L+R+E) Load Combination: ASD 4: 0.75(D+L+S+E) Loading . Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Live Load 0.7500 4'Roof Live Load 0.7500 5 Earthquake Load 0.7500 Load.Combination: ASD 4: 0.75(D+L+S+W) Loading Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Live Load 0.7500 4 Snow Load 0.7500 5 Wind Load 0.7500 Load Combination: ASD 4: 0.75(D+L+S+E) Rev. Date: .Loading Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Live Load 0.7500 4 Snow Load 0.7500 5 Earthquake Load 0.7500 Rev. Date: 01103/2000 Rev. Time: 12:10:38 PM Rev. By: Daniel Ferguson Phone: (480)946-2010 Fax: (480)946-1910 seconslt@primenet.com I CFS Version 3.04 Analysis: 7'20 PSF.anl 7 ft Span Roof Deck Powers Standard SE Consultants 5800 E Thomas Rd Scottsdale, Az Rev. Date: 01/03/2000 Rev. Time: 12:10:38 PM Rev. By: Daniel Ferguson Phone: (480)946-2010 Fax: (480)946-1910 seconslt@primenet.com Member Check - 1996 AI$1 Specification (ASD) Load Combination: ASD 2: D+L+R Design Parameters at 0.0000 ft, Right side: Lx 7.0000 ft Ly 7.0000 ft Lt 7.0000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: Panel 1.5x1.29x5@6x 30 ga- SB-PANL.sct Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 <= 1.0 Loads: P Mx VY My VX + 0.003.= (k) (k -ft) (k) (k -ft) (k) Total 0.0000 0.0000 0.2174 0.0000 0.0000 Applied 0.0000 0.0000 0.2174 0.0000 0.0000 Strength 3.9860 0.7674 3.9250 4.4228 2.7941 Effective section properties at applied loads: Ae 0.62476 inA2 Ixe 0.228 inA4 Iye 72.924 inA4 Sxe(t) 0.2181 inA3 Sye(1) 3.9711 inA3 Sxe(b) 0.3863 inA3 Sye(r) 3.9257 in'3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.000 + 0.000 ='0.000 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.000 + 0.000 = 0.000 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.000 + 0.003.= 0.003 <= 1.0 AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000 = 0.000 <= 1.0 Member Check - 1996 AISI Specification (ASD) Load Combination: ASD 2: D+L+R Design Parameters at 3.5000 ft: Lx 7.0000 ft Ly 7.0000 ft Lt 7.0000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: Panel 1.5xl.29x5@6x 30 ga- SB-PANL.sct Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx VY My VX (k) (k=ft) (k) (k -ft) (k) Total 0.0000 0.3805 0.0000 0.0000 0.0000 Applied 0.0000 0.3805 0.0000 0.0000 0.0000 Strength 3.9860 0.7674 3.9250 4.4228 2.7941 Effective section properties at applied loads: Ae 0.62453 in'2 Ixe 0.228 in'4 Iye 72.850 in"4 Sxe(t) 0.2179 in'3 Sye(1) 3.9685 in^3 Sxe(b) 0.3863 inA3 Sye(r) 3.9203 in'3 CFS Version 3.04 Analysis: T20 PSF.anl 7 ft Span Roof Deck Powers Standard SE Consultants 5800 E Thomas Rd Scottsdale, Az Interaction Equations Rev. Date: 01/03/2000 Rev. Time: 12:10:38 PM Rev. By: Daniel Ferguson Phone: (480)946-2010 Fax: (480)946-1910 seconslt@primenet.com AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.496 + 0.000 = 0.496 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.496 + 0.000 = 0.496 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.246 + 0.000 = 0.246 <= 1.0 AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000 =.0.000 0.0000 <= 1.0 Member Check - 1996 AISI Specification (ASD) Load Combination: ASD 2: D+L+R Design Parameters at 7.0000 ft, Left side: Lx 7.0000 ft Ly 7.0000 ft Lt 7.0000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: Panel 1.5xl.29x5@6x 30 ga- SB-PANL.sct Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000. Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 <= 1.0 Loads: P Mx VY My VX + 0.003 (k) (k -ft) (k) (k -ft) (k) Total 0.0000 0.0000 -0.2174 0.0000 0.0000 Applied 0.0000 0.0000 -0.2174 0.0000 0.0000 Strength 3.9860 0.7674 3.9250 4.4228 2.7941 Effective section properties at applied loads: Ae 0.62476 inA2 Ixe 0.228 inA4 Iye 72.924 inA4 Sxe(t) 0.2181 in�3 Sye(1) 3.9711 inA3 Sxe(b) 0.3863 inA3 Sye(r) 3.9257 in"3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx,' My) 0.000 + 0.000 + 0.000 = 0.000 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0..000 + 0..000 = 0.000 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.000 + 0.003 =.0.003 <= 1.0 AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000 = 0.000 <= 1.0 Member.. Check - 1996 AISI Specification (ASD) Load Combination: ASD 3: 0.75(D+W) Design Parameters at 0.0000 ft, Right side: Lx 7.0000 ft Ly 7.0000 ft Lt 7.0000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: Panel 1.5xl.29x5@6x 30 ga- SB-PANL.sct Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey -0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx VY My VX (k) (k -ft) (k) (k -ft), (k) Total 0.0000 0.0000 -0.1716 0.0000 0.0000 Applied 0.0000 0.0000 -0.1716 0.0000 0.0000 Strength 3.9860 0.7456 3.9250 4.4228 .2.7941 CFS Version 3.04 Analysis: T20 PSF.anl 7 ft Span Roof Deck Powers Standard SE Consultants 5800 E Thomas Rd Scottsdale, Az Rev. Date: 01/03/2000 Rev. Time: 12:10:38 PM Rev. By: Daniel Ferguson Phone: (480)946-2010 Fax: (480)946-1910 seconslt@primenet.com Effective section properties at applied loads: Ae 0.62476 inA2 Ixe 0.228 inA4 Iye 72.924 inA4 Sxe(t) 0.2181 inA3 Sye(1) 3.9711 inA3 Sxe(b) 0.3863 inA3 Sye(r) 3.9257 inA3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.000 + 0.000 = 0.000 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.000 + 0.000 = 0.000 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.000 + 0.002 = 0.002 <= 1.0 AISI Eq. C3.3.1-1 (My, VX-) 0.000 + 0.000 = 0.000 <= 1.0 Member Check - 1996 AISI Specification (ASD Load Combination: ASD 3: 0.75(D+W) Design Parameters at 3.5000 ft: Lx 7.0000 ft Ly 7.0000 ft Lt 7.0000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: Panel 1.5xl.29x5O6x 30 ga- SB-PANL.sct Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction,•R: 0.0000 0._403 Loads: P Mx VY My VX 0.162 (k) (k -ft) (k) (k -ft) (k) Total 0.0000 -0.3003 0.0000 0.0000 0.0000 Applied 0.0000 -0.3003 0.0000 0.0000 0.0000 Strength 3.9860 0.7456 3.9250 4.4228 2.7941 Effective section properties at applied loads: Ae 0.55481 in"2 Ixe 0.201 inA4 Iye 65.876 inA4 Sxe(t) 0.2069 inA3 Sye(1) 3.6027 inA3 Sxe(b) 0.3029 inA3 Sye(r) 3.5314 in'3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.403 + 0.000 = 0.403 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.403 + 0.000 = 0._403 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.162 + 0.000 = 0.162 <= 1.0 AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000 = 0.000 <= 1.0 Member Check -1996 AISI Specification (ASD) Load Combination: ASD 3: 0.75(D+W) Design Parameters at 7.0000 ft, Left side: Lx 7.0000 ft Ly 7.0000 ft Lt 7.0000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 (2 CFS Version 3.04 Analysis: T20 PSF.anl Eq. C5'.2.1-1 Rev. Date: 01/03/2000 My) 7 ft Span Roof Deck 0.000 = 0.000 Rev. Time: 12:10:38 PM AISI Powers Standard C5.2.1-2 (P, Mx, Rev. By: Daniel Ferguson 0.000 + 0.000 + SE Consultants = 0..000 <= 1.0 Phone: (480)946-2010 Eq. 5800 E Thomas Rd (Mx, VY) Fax: (480)946-1910 0.002 Scottsdale, Az <= 1.0 AISI seconslt@primenet.com C3.3.1-1 Section: Panel 1.5x1.29x5Q6x 30 ga- SB-PANL.sct 0.000 + Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx VY My VX (k)' (k -ft) (k) (k -ft) (k) Total 0.0000 0.0000 0.1716 0.0000 0.0000 Applied 0.0000 0.0000 0.1716 .0.0000 0.0000 Strength 3.9860 0.7456 3.9250 4.4228 2.7941 Effective section properties at applied loads: Ae 0.62476 inA2 Ixe 0.228 in"4 Iye 72.924 in A, Sxe(t) 0.2181 in A3 Sye(l) 3.9711 in A3 Sxe(b) 0.3863 inA3 Sve(r) 3.9257 inA3 Interaction Equations AISI Eq. C5'.2.1-1 (P, Mx, My) 0.000 + 0.000-+ 0.000 = 0.000 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.000 + 0.000 = 0..000 <= 1.0 AISI Eq. 13.3.1-1 (Mx, VY) 0.000 + 0.002 = 0.002 <= 1.0 AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000 = 0.000 <= 1.0 THE FOLLOWING IS BASED ON THE 1998 EDITION OF THE COLD -FORMED STEEL DESIGN MANUAL DEFINITIONS d = Nominal screw diameter dw = Larger of Head or Washer Diameter, not larger than 1/2• Factor of Safety = 3.0 Pas = - allowable shear force per screw Pns = nominal shear strength per screw Pat = allowable tension force per screw Pm = nominal tension strength per screw Pnot = pull-out per screw Pnov = pull -over per screw it = thickness of member in contact with the screw head t2 = thickness of member not In contact with the screw head Ful = tensile strength of member In contact with screw Fut = tensile strength of member not in contact with screw ---- ========_ =_-- ___ ========_ ___—====—__=== 11= II tl = 0.012 In. Approximate Gauge= 30 - Ful = 82000 psi, Fy = 00000 psi II II t2 = 0.0747 In. Approximate Gauge = 14 Fu2 = 85000 psi, Fir = 55000 psi II II Screw No. 12 II II Shank Clam. = 0.218 in. II =11=== ------------ _____—__ SECTION E4.3.1 CONNECTION SHEAR GOVERNED BY BASE METALS t2ftl = 0.225 t2A1 >= 2.5, USE EQUATIONS E4.3.4 & E4.3.5 WHEN t2A1 — 1.0 WHEN t2/11 — 2.5 Equation E4.3.1 = 2590.4 lbs/screw Equation E4.3.4 = 573.9 lbs/screw Equation E4.3.2 = 573.9 lbs/screw Equation E4.3.5 = 2831.7 lbs/screw Equation E4.3.3 = 2831.7 lbs/screw Pns (SMALLEST OF THE ABOVE:) = 573.9 lbs/screw Pns (SMALLEST OF THE ABOVE:) = 573.9 lbs/screw Pas= ALLOW. SHEAR PER SCREW= Pns/ (F.S. of 3.0) = 191.3 lbs/screw ' Allow. Shear Capacity of Screw = 825.0 lbs/screw • Based on •HILTI• w/ F.S. of 3.0 SECTION E4.4, TENSION Equation E4.4.1.1, Pullout Force, Pnot = 891.5 lbs/screw Equation E4.4.2.1, Pullover Force, Prov = 481.3 lbs/screw, Pm = nominal tension strength per screw = lesser of Pnot & Pnov Pm = 481.3 lbs/screw Pat = ALLOW. TENSION PER SCREW = PnI1 (F.S. of 3.0) = 153.8 los/screw, it II ALLOWABLE SHEAR PER SCREW = 191.3 lbs/screw II II II II II ALLOWABLE TENSION PER SCREW = 153.8 lbs/screw II 11 II NOTE: SHEAR GOVERNED BY BASE METALS V 11 II II II ===—=== °__'_—__ ======— _____—_ ____—____ NOTE: 1. Minimum Spacing of screws shall not be less than 3d ==11 11====—_ ______—_ ________—__'___ ______ ________ __11 2. Minimum Edge Distance of screws shall not be less than 3d (May be 1.5d in direction perpendicular to force, when connection is subject to shear in one direction.) 3. The head of the screw or the washer shall have a diameter, dw of rot less than 5/18 Inch, washers shall be at least 0.050 Inch thick. 4. Values may be Increased 33% for wind or earthquake loads. PRELIMINARY UNLESS SEALED ON EACH SHEETORON COVERSHEET ,b b: '?Mz2 1W1►.!G Date: By: �1fZL. bb NO.: 1-611-40 SH.: S.E. CONSULTANTS, INC. Strew Report SCREW CAPACITIES IN LIGHT GAUGE COLD FORMED STEEL THE FOLLOWING IS BASED ON THE 1999 EDITION OF THE COLD -FORMED STEEL DESIGN MANUAL DEFINITIONS: d o Nominal screw diameter dw Larger of Head or Washer Diameter, not larger than 112' Factor of Safety = 3.0 Pas = allowable shear force per screw Pre = nominal shear strength per screw Pat = allowable tension force per screw Pnt = nominal tension strength per screw Prot = pullout per screw , Pnov = pullover per screw H = thickness of member In contact with the screw head t2 = thickness of member not In contact with the screw head Ful = tensile strength of member In contact with screw Fut = tensile strength of member not In contact with screw SECTION E4.3.1 CONNECTION SHEAR WHEN t2Rl <= 1.0 Equation E4.3.1 Pns = 42(t2A3 • d)A0.5 • Fu2 Equation E4.3.2 Pns = 2.7 If • d • Ful Equation E4.3.3 Pns = 2.7 t2 • d • Fu2 WHEN t21H >= 2.5 Equation E4.3.4 Pns = 2.711 • d' Ful Equation E4.3.5 Pre =2.7 t2•d•Fu2 Pas = ALLOW. SHEAR PER SCREW = Pns/ (F.S. of 3.0) SECTION E4.4, TENSION Equation E4.4.1.1, Pnot, Pullout force = 0.85 tc d Fu2 Equation E4.4.2.1, Pnov, Pullover force =1.5 it dw Ful Pnt = nominal tension strength per screw = lesser of Pnot 8 Pnov Pat = ALLOW. TENSION PER SCREW = Pm/ (F.S. of 3.0) NOTES: 1. Minimum Spacing of screws shall not be less than 3d 2. Minimum Edge Distance of screws shall not be less than 3d (May be 1.5d In direction perpendicular to force, when connection Is subject to shear In one direction.) 3. The head of the screw or the washer shall have a diameter, dw of not less than 5110 Inch, washers shall be at least 0.050 Inch thick. 4. Values may be Increased 33% for wind or earthquake loads. PRELIMINARY U N LESS SEALED ON EACH SHEET0RON COVER SHEET .b b: POOYJtrTLS�U1t.D(aV.Date: (alQn BY: "ZL bb No.: SH.: S.E. CONSULTANTS, INC. Screw Report Structures Basic Geometry Roof slope = 0.25/12 Length of Rafter = 23.00 feet Tributary Applied to Rafter = 7.00 feet Total Tributary on Rafter = 161.00 Sq. Ft. Total Live Load = 20.00 psf Dead Load = 1.00 psf Live Load (reduced) = 20.00 psf Snow Load = 0.00 psf Total Gravity Load = 21.00 psf Wind Uplift = 17.38 psf w (dead) = D.L. x Trib. Lgth. = 7.00 lbs/ft. w (live) = L.L. x Trib. Lgth. = 140.00 lbs/ft. w (snow) = S.L. x Trib. Lgth. = 0.00 lbs/ft. w (T.L.) = Uniform Gravity Load = 147.00 lbs/ft. w (U.L.) = Uniform Uplift Load = 114.66 lbs/ft. MOMENTS DUE TO GRAVITY LOADS M (Simple) = w (T.L.) x L^2 / 8 = 9.720 ft -kips MOMENTS DUE TO WIND LOADS M (Simple) = w (W.L.) x L^2 / 8 = 7.582 ft -kips MAXIMUM END REACTIONS DUE TO GRAVITY LOADS R(Simple) = w(T.L.) x L / 2 _ = 1.691 kips MAXIMUM END REACTIONS DUE TO WIND UPLIFT LOADS R(Simple) = w(U.L.) x L / 2 = 1.319 kips MINIMUM NUMBER OF SCREWS REQUIRED FOR END SUPPORT Maximum capacity of #12 screw in' shear = 0.625 kips Minimum number of screws required = 3 - #12 screws See CFS computer run for design size PRELIMINARY U N LESS SEALED ON EACH SHEET OR ON COVER SHEET Job: lG, >AjLojvj � Date: (010V By: HrZL bb No.: SH.: S.E. CONSULTANTS, INC. Pudin simple CFS Version 3.04 Section: Channel IW.5x0.75-14 Gage - stiffened.sct Channel 10x2.50.75-14 Gage - stiffened STANDARDS Section Inputs Rev. Date: Rev. Time: Rev. By: Phone: Fax: Material: A653 HSLA Grade 60 gravity '0 in No strength increase from cold work of forming. Modulus of Elasticity, E center of 29500 ksi Yield Strength, Fy 60 ksi Tensile Strength, Fu 70 ksi Warping Constant Override, Cw 0 in�6 Torsion Constant Override, J 0 in^4 Stiffened Channel, Thickness '0.07.47 in Placement of Part from Origin: 11/30/99 2:04:34 PM X to center of gravity '0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.0000 270.000 0.18800 None .0.000 0.0000 0.5000 2 2.5000 180.000 0.18800 Single 0.000 0.0000 1.2500 3 2.5000 90.000 0.18800 Single 0.000 0.0000 142500 4 •0.5254. 0.000 0.18800 None 0.000 0.0000 0.2250 5 0.8700 90.000 0.18800 None 0.000 0.0000 0.4356 6 0.5254 180.000 0.18800 None 0:000 0.0000 0.2250 7 3.5450 .90.000 0.18800 Single 0.000 0.0000 1.7725 8 0.5254 0.000 0.18800 None 0.000 0.0000 0.2250 9 0.8700 90.000 0.18800 None 0.000 0.0000 0.4350 10 0.5254 180.000 0.18800 None 0.000 0.0000 0.2250 11 2.5000 90.000 0.18800 Single 0.000 0.0000 1.2500 .12 2.5000 0.000 0.18800 Single 0.000 0.0000 1.2500 13 1.0000 -90.000 0.18800 None 0.000 0.0000 0.5000 6.942 I� CFS Version 3.04 Analysis: 7'x 20 PSF.anl 23' Max Span Purlin 7'0.C. Powers Standard Building Analvsis Inputs Rev. Date: 11/30/99 Rev. Time: 2:46:28 PM Rev. By: Phone: Fax: Members Section File 1 Channel IOx2.5x0.75-14 Gage - stiffened.sct Start Loc. End Loc. Braced R ex (ft) (ft) Flange (in) 1 0.000 22.500 Top 0.0000 0.0000 Supports Type Location Brg Length (f t) (in) 1 XYT 0.000 5.000 2 XT 7.500 1.000 3 XT 15.000 1.000 4 XYT 22.500 5.000 Loading: Dead Load Type Angle Start Loc. (deg) (ft) 1 Distributed 90.000 0.000 Loading: Roof Live Load Type Angle Start Loc. (deg) (ft) 1 Distributed 90.000 0.000 Loading: Wind Load Type Angle Start Loc. (deg) (ft) 1 Distributed 90.000 0.000 Load Combination: ASD 1: D Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 Load Combination: ASD 2: D+L+R Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Live Load 1.0000 4 Roof Live Load 1.0000 I(1 1.0000 1.0000 1.0000 1.0000 Revision Date and Time 11/30/99 2:04:34 PM ey (in) 0.0000 End Loc. Start End (ft) Magnitude Magnitude 22.500 -0.01 -0.01 k/ft End Loc. Start End (ft) Magnitude Magnitude 22.500 -0.14 -0.14 k/ft End Loc. Start End (ft) Magnitude Magnitude 22.500 0.12 0.12 k/ft CFS Version 3.04 Analysis: 7'x 20 PSF.anl 23' Max Span Purlin 7' O.C. Powers Standard Building Load Combination: ASD 2': D+L+S Load Combination: ASD 3: 0.75(D+W) Loading Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Wind Load 0.7500 Load Combination: ASD 3: 0.75(D+E) Loading Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Earthquake Load 0.7500 Load Combination: ASD 4: 0.75(D+L+R+W) Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Live Load 1.0000 4 Snow Load 1.0000 Load Combination: ASD 3: 0.75(D+W) Loading Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Wind Load 0.7500 Load Combination: ASD 3: 0.75(D+E) Loading Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Earthquake Load 0.7500 Load Combination: ASD 4: 0.75(D+L+R+W) Load Combination: ASD 4: 0.75(D+L+R+E) Loading Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Live Load 0.7500 4 Roof Live Load 0.7500 5 Wind Load 0.7500 Load Combination: ASD 4: 0.75(D+L+R+E) Load Combination: ASD 4: 0.75(D+L+S+W) Loading Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Live Load 0.7500 4 Roof Live Load 0.7500 5 Earthquake Load 0.7500 Load Combination: ASD 4: 0.75(D+L+S+W) Load Combination: ASD 4: 0.75(D+L+S+E) Loading Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Live Load 0.7500 4 Snow Load 0.7500 5 Wind Load 0.7500 Load Combination: ASD 4: 0.75(D+L+S+E) Member Check - 1996 AISI Specification (ASD Rev. Date: 11/30/99 Rev. Time: 2:46:28 PM Rev. By: Phone: Fax: Load Combination: ASD 2 D+L+R Design Parameters at 0.000 ft, Right side: Lx 22.500 ft Ly 7.500 ft Lt 7.500 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Loading Factor 1 Beam _Self Weight 0.7500 2 Dead Load 0.7500 3 Live Load 0.7500 4 Snow Load 0.7500 5 Earthquake Load 0.7500 Member Check - 1996 AISI Specification (ASD Rev. Date: 11/30/99 Rev. Time: 2:46:28 PM Rev. By: Phone: Fax: Load Combination: ASD 2 D+L+R Design Parameters at 0.000 ft, Right side: Lx 22.500 ft Ly 7.500 ft Lt 7.500 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 CFS Version 3.04 Analysis: 7'x 20 PSF.anl 22.500 ft Rev. Date: 11/30/99 7.500 ft 23' Max Span-Purlin 7'0.C. 7.500 Rev. Time: 2:46:28 PM Kx Powers Standard Building Ky Rev. By: Kt 1.0000 Section: Phone: Gage - stiffened.sct Fax: 1.0135 Cby Section: Channel 10x2.5x0.75-14 ex Gage - stiffened.sct in Cmx Cbx 1.4599 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.0000 Loads: P Loads: P Mx VY My VX (k) (k -ft) (k) (k -ft) (k) (k -ft) Total 0.000 0.000 1.703. 0.000 0.000 9.581 Applied 0.000 0.000 1.703 0.000 0.000 Applied Strength 17.013 10.170 12.494 1.528 7.080 0.000 Effective section properties at applied loads: 17.013 10.170 Ae 1.2945 inA2 Ixe 17.494 inA4 Iye 0.972 in'4 section properties at Sxe(t) 3.5036 inA3 Sye(1) 1.4419 inA3 Ae Sxe(b) 3.5036 inA3 Sye(r) 0.5321 inA3 Interaction Equations inA4 Sxe(t). AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.000 + 0.000 = 0.000 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My). 0.000 + 0.000 + 0.000. = 0.000 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.000 + 0.019 = 0.019 <= 1.0 AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000 = 0.000 <= 1.0 Member Check - 1996 AISI Specification (ASD Load Combination: ASD 2: D+L+R Design Parameters at 11.250 ft: Lx 22.500 ft Ly 7.500 ft Lt 7.500 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: Channel lOx2.5x0.75-14 Gage - stiffened.sct Cbx 1.0135 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.0000 Loads: P Mx VY My VX (k) (k -ft) (k) (k -ft) (k) Total 0.000 9.581 0.000 0.000 0.000 Applied 0.000 9.581 0.000 0.000 0.000 Strength 17.013 10.170 12.494 1.528 7.080 Effective section properties at applied loads: Ae 1.2945 inA2 Ixe 17.494 inA4 Iye 0.972 inA4 Sxe(t). 3.5036 inA3 Sye(1) 1.4419 in"3 Sxe(b) 3.5036 in~3 Sye(r) 0.532.1 in"3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.942 + 0.000 = 0.942 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.942 + 0.000 = 0.942 <= 1.0 AISI Eq. 03.3.1-1 (Mx, VY) 0.887 + 0.000 = 0.887 <=•1.0 AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000.= 0.,000 <= 1.0 Member Check - 1996 AISI Specification (ASD) Load Combination: ASD 2: D+L+R .Design Parameters at 22.500 ft, Left side: Lx 22.500 ft Ly 7.500 ft Lt 7.500 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 CFS Version 3.04 Analysis: 7'x 20 PSF.anl 1.4599 Rev. Date: 11/30/99 1.0000 23' Max Span Purlin 7' O.C. 0.0000 in Rev. Time: 2:46:28 PM 1.0000 Powers Standard Building 1.0000 Rev. By: 0.0000 in Braced Flange: Top Moment Reduction, R: Phone: = 0..000 Loads: P Mx Fax: My Vic Section: Channel 1Ox2.5xO.75-14 (k) Gage - stiffened.sct (k) (k -ft) Cbx 1.4599 Cby 1.0000 ex 0.0000 in.. Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.0000 Strength 17.013 Loads: P Mx VY My VX (k) (k -ft) (k) (k -ft) (k) Total 0.000 0.000 -1.703 0.000 0.000 Applied 0.000 0.000 -1.703 0.000 0.000 . Strength 17.013 10.170 12.494 1.528 7.080 Effective section properties at applied loads: Ae 1.2945 inA2 Ixe 17.494 inA4 Iye 0.972 in A4 Sxe(t) 3.5036 inA3 Sye(1) 1.4419 in'3 Sxe(b) 3.5036 inA3 Sye(r) 0.5321 in'3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.000 + 0.000 = 0.000 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx,'My) 0.000 + 0.000 + 0.000 = 0.000 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.000 + 0.019 = 0.019 <= 1.0 AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000 = 0.000 <= 1.0 Member Check - 1996 AISI Specification (ASD) Load Combination: ASD 3: 0.75(D+W) Design Parameters at 0.000 ft, Right side: Lx 22.500 ft Ly 7.500 ft Lt 7.500 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: Channel 1Ox2.5xO.75-14 Gage - stiffened.sct Cbx 1.4599 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.0000 = 0..000 Loads: P Mx VY My Vic 0.000 + (k) (k -ft) (k) (k -ft) (k) Total 0.000 0.0000 -0.930 0.0000 0.000 Applied 0.000 0.0000 -0.930 0.0000 0.000 Strength 17.013 8.7659 12.494 1.5277 7.080 Effective section properties at applied loads: Ae 1.2945 inA2 Ixe , 17.494 inA4 Iye 0.972 inA4 Sxe (t) 3.5036 inA3 Sye (1) 1.4419 in'3 Sxe(b) 3.5036 inA3 Sye(r) 0.5321 in'3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.000 + 0.000 = 0.000 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.000 + 0.000 = 0..000 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.000 + 0.006 = 0.006 <= 1.0 AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000.= 0.000 <= 1.0 Member Check - 1996 AISI Specification (ASD) Load Combination: ASD 3; 0.75(D+W) Design Parameters at 11.250 ft: Lx 22.500 ft Ly 7.500 ft Lt 7.500 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 21 CFS Version 3.04 Analysis: 7'x 20 PSF.anl 1.4599 Rev. Date: 11/30/99 1.0000 23' Max Span Purlin 7'0.C. ex Rev. Time: 2:46:28 PM Cmx Powers Standard Building Cmy Rev. By: (P, Mx, ey 0.0000 in Phone: Moment Reduction, R: 0.0000 C3.3.1-1 Fax: VY) Loads: Section: Channel lOx2.5xO.75-14 Mx Gage - stiffened.sct AISI My Cbx 1.0135 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: Top Moment Reduction,.R: 0.0000 0.930 Loads: P Mx Vy My VX 0.000 (k). (k -ft) (k) (k -f t) (k) 0.000 Total 0.000 -5.2330 0.000 0.0000 0.000 12.494 Applied 0.000 -5.2330 0.000 0.0000 0.000 Effective Strength 17.013 7.5598 12.494 1.5277 7.080 Effective section properties at applied loads: 1.2945 inA2 Ixe Ae 1.2945 in'2 Ixe 17.494 in'4 Iye 0.972 in^4 Sxe (t) 3.5036 in'3 Sye (1) 1.4419 in'3 Sye(1) Sxe(b) 3.5036 inA3 Sye(r) 0.5321 inA3 Interaction Equations 3.5036 inA3 Sye(r) 0.5321 AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.692 + 0.000 = 0.692 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.692 + 0.000 = 0.692 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.265 + 0.000 = 0.265 <= 1.0 AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000 = 0.000 <= 1.0 Member Check - 1996 AISI Specification (ASD) Load Combination: ASD 3: 0.75(D+W) Design Parameters at 22.500 ft, Left side: Lx 22.500 ft Ly 7.500 ft Lt 7.500 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: Channel 1Ox2.5xO.75-14 Gage - stiffened.sct Cbx 1.4599 Cby 1.0000 My) ex 0.0000 in Cmx 1.0000 Cmy 1.0000 (P, Mx, ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.0000 C3.3.1-1 (Mx, VY) Loads: P'. Mx VY AISI My VX (My, VX) (k) (k -ft) (k) <= 1.0 (k -ft) (k) Total 0.000 0.0000. 0.930 0.0000 0.000 Applied 0.000 0.0000 0.930 0.0000 0.000 Strength 17.013 8.7659 12.494 1.5277 7.080 Effective section properties'at applied loads: Ae 1.2945 inA2 Ixe 17.494 inA4 Iye 0.972 inA4 Sxe(t) 3..5036 inA3 Sye(1) 1.4419 inA3 Sxe(b) 3.5036 inA3 Sye(r) 0.5321 in"3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.000 + 0.000 = 0.000 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.000 + 0.000 = 0.000 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.000 + 0.006 = 0.006 <= 1.0 AISI Eq. C3.3.1-1' (My, VX) 0.000 + 0.000 = 0.000 <= 1.0 z� THE FOLLOWING IS BASED ON THE 1996 EDITION OF THE COLD -FORMED STEEL DESIGN MANUAL DEFINITIONS d = Nominal screw diameter dw = larger of Head or Washer Diameter, rat larger than 1/2' Factor of Safety = 3.0 Pas = allowable shear force per screw Pns = nominal shear strength per screw Pat = allowable tension form per screw Pnt = nominal tension strength per screw Pnot = pull-out per screw Prov = pull -over per screw it = thickness of member in contact with the screw head t2 = thicimess of member not In contact with the screw head Ful = tensile strength of member in contact with screw Fu2 = tensile strength of member rat In contact with screw =11=============_====____ __=____=______ I) it = 0.0747 in. Approximate Gauge = 14 Ful = 65000 psi, Fy = 55000 psi 11 II t2 = 0.0747 in. Approximate Gauge = 14 Fu2 = 65000 psi, Fy = 55000 psi II II Screw No. 12 II II Shank Dlam. _ 0.216 In. II =_===_======__ _====== ==___== ======_== ===_= __________=====_== ___—__==__-_= II= SECTION E4.3.1 CONNECTION SHEAR GOVERNED BY BASE METALS t2A1 = 1 t2A1 <= 1.0, USE EQUATIONS E4.3.1 TO E4.3.3 WHEN I= — 1.0 WHEN MAI — 2.5 Equation E4.3.1 = 2590.4 lbs/screw Equation E4.3.4 = 2831.7 lbs/screw Equation E4.3.2 = 2831.7 lbs/screw Equation E4.3.5 = 2831.7 lbs/screw Equation E4.3.3 = 2831.7 lbs/screw Pns (SMALLEST OF THE ABOVE:) = 2590.4 lbs/screw Pns (SMALLEST OF THE ABOVE:) = 2831.7 nWscrew Pas= ALLOW. SHEAR PER SCREW= Pns/ (F.S. of 3.0) = 883.5 lbs/screw *Allow. Shear Capac ty of Screw = 625.0 lbs/screw ' Based on'HILTI' w/ F.S. of 3.0 SECTION E4.4, TENSION Equation E4.4A.1, Pullout Force, Prot = 891.5 Ibslscrew Equation E4.4.2.1, Pullover Force, Prov = 2276.0 lbs/screw Pm = nominal tension strength per screw = lesser of Pnot & Prov Pat = 891.5 lbs/screw Pat n ALLOW. TENSION PER SCREW = Pnt/ (F.S. of 3.0) = 297.2 RWscrew 11 ALLOWABLE SHEAR PER SCREW = 625.0 lbs/screw II 11 ALLOWABLE TENSION PER SCREW = 297.2 lbs/screw II II II 11 NOTE: GOVERNED BY SHEAR CAPACITY OF SCREW II II NOTE: 1. Minimum Spacing of screws shag rot be less than 3d 2. Minimum Edge Distance of screws shall rot be less than 3d (May be 1.5d In direction perpendicular to force, when connection is subject to shear In one direction.) 3. The head of the screw or the washer shall have a diameter, dw of not less than 5/16 Inch, washers shall be at least 0.050 Inch thick. 4. Values may be Increased 33% for wind or earthquake loads. PRELI M IN ARY U N LESS SEALED ON EACH SHEET0R0N CO VER SHEET .b b: ?Wmbuul � Date: By: M2L •bb No.: 311-60 SH.: 2J S.E. CONSULTANTS, INC. Screw Report SCREW CAPACITIES IN LIGHT GAUGE COLD FORMED STEEL THE FOLLOWING IS BASED ON THE 1999 EDITION OF THE COLD -FORMED STEEL DESIGN MANUAL DEFINITIONS: d = Nominal screw diameter dw Larger of Head or Washer Diameter, not largerthan 1/2' Factor of Safety = 3.0 Pas = allowable shear force per screw Pns = nominal shear strength per screw Pat = allowable tension force per screw PM = nominal tension strength per screw Pnot = pullout per screw Pnov= pullover per screw tt = thickness of member In contact with the screw head t2 = thickness of member not In contact with the screw head Fut = tensile strength of member in contact with screw Fu2 = tensile strength of member not In contact with screw SECTION E4.3.1 CONNECTION SHEAR WHEN t2/t1 <= 1.0 Equation E4.3.1 Pns = 4.2(t2A3' d)A0.5 • Fu2 Equation E4.3.2 Pns =2.7t1'd•Fut Equation E4.3.3 Pns = 2.7 t2d • Fu2 WHEN t2/tl >= 2.5 Equation E4.3.4 Pns = 2.7 t1 • d • Fut Equation E4.3.5 Pns = 2.7 t2' d • Fu2 Pas = ALLOW. SHEAR PER SCREW = Pns/ (F.S. of 3.0) SECTION E4.4, TENSION Equation E4.4A.1, Prot. Pullout force = 0.85 tc d Fu2 Equation E4.4.2.1, Pnov, Pullover force = 1.511 dw Ful Pnt = nominal tension strength per screw = lesser of Pnot & Pnov Pat = ALLOW. TENSION PER SCREW = PnU (F.S. of 3.0) NOTES: 1. Minimum Spacing of screws shall not be less than 3d 2. Minimum Edge Distance of screws shall not be less than 3d (May be 1.Sd In direction perpendicular to force, when connection Is subject to shear In one direction.) 3. The head of the screw or the washer shall have a diameter, dw of not less than 5116 inch, washers shall be at least 0.050 Inch thick. 4. Values may be Increased 33% for wind or earthquake loads. PRELIM IN ARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET ,b b: Ir"+jF���Lt\I.OIAlDate: (�/(f]) By: h4L� bb No.: 1,31I -,go SH.: ,24' S.E. CONSULTANTS, INC. Screw Report L I Structures Basic Geometry Length of Rafter Tributary Applied to Rafter Total Tributary on Rafter Wind Pressure Wind Suction w (press) = Uniform Wind Load w (suct) = Uniform Wind Load MOMENTS DUE TO WIND PRESSURE LOADS M (Simple) = w (T.L.) x L^2 / 8 = MOMENTS DUE TO WIND SUCTION LOADS M (Simple) = w (W.L.) x L^2 / 8 = 10.00 feet 5.00 feet 50.00 Sq. Ft. 22.60 psf 22.60 psf 113 Ibs/ft. 113 Ibsfft. 1.413 ft -kips 1.413 ft -kips KIM MAXIMUM END REACTIQNS DUET 3 WIND PRESSURE LOADS R(Simple) = w(T.L.) x L / 2 = 0.565 kips MAXIMUM END REACTIONS DUE TO WIND SUGTiON LOADS R(Simple) = w(U.L.) x L / 2 = 0.565 kips MINIMUM NUMBER OF SCREWS REQUIRED FOR END SUPPORT Maximum capacity of #12 screw in shear = 0.625 kips Minimum number of screws required = 1 - #12 screws See CFS computer run for design size PRELIM IN ARY UNLESS SEA LEDON EACH SHEET ORON COVER SHEET .b b: klEtZ6 IL.Oi�.IG� D ate: By: HeL, -bb No.: SH.: S .E. CONSULTANTS, INC. .e.v4 CFS Version 3.04 Section: 4x2 -16 Gage Cee.sct 4x2 - 16 Gage Cee Rev. Date: 1017199 Rev. Time: 9:37:41 AM Rev. By: Phone: Fax: - 22 0 Section Inputs Material: A607 Class 1 Grade'55 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 55 ksi Tensile Strength, Fu 70 ksi Warping.Constant Override, C'N '0 in -6 Torsion Constant Override, J 0 in^4 .Cee, Thickness 0.0598 in (16 Gage) Placement of Part from Origin: X to -center of gravity 0 in Y to center'of gravity 0 in Outside dimensions, Open shape Length Angie Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.0000 270.000 0.13600 None 0.000 0..0000 0.5000 2 2.0000 180.000 0.13600 Single 0.000 0.0000 1.0000 3 4.0000 90.000 0.13600 Single 0.000 0.0000, 2.0000 4 2.0000 0.000 0.13600 Single 0.000 0.0000 1.0000 5 1.0000 -90.000 0.13600 None - '0.000 0.0000 0.5000 22 0 CFS Version 3.04 Analysis: Analysis girt design.anl 10 ft - Span Girts Analvsis Inputs Rev. Date: 10/7/99 Rev. Time: '1:43:10 PM Rev. By: Phone: Fax: Members Section File Revision Date and Time 1-4,x_2 - 16 Gage Cee.sct 10/7/99 9:37:41• AM Start Loc. End -Loc, Braced R ex ey (f t) (ft) Flange (in) (in). 1 0.0000 9.5000 Top 0.0000 0.0000 0.0000 Supports Type Location . Brg Length (ft) (in) 1 %YT 0.0000 6.000 2 XYT 9.5000 6.000 Loading: W + Type Angle Start Loc. (deg) . (ft) 1 Distributed 90..000 0.0000 Loading: W - Type Angle Start Loc. (deg) (ft) 1 Distributed 90.000 0.0000 Load Combination: ASD 1: D Loading Factor I Dead Load 1.0000 Load Combination: ASD 2: D+L+R Loading Factor 1• Dead Load 1.0000 2 Live Load 1.0000 3 Roof Live Load 1.0000 Load Combination: ASD 2: D+L+S .Loading Factor 1 Dead Load 1.0000 2 Live Load 1.0000 3 Snow Load 1.0000 Load Combination: ASD 3: 0.75(D+W) Loading Factor 1 Dead Load 0.7500 2 W + 0.7500 K 1.0000 1.0000 End Loc. Start End (ft) Magnitude Magnitude 9.5000 0.11 0.11 k/ft End Loc. Start End (ft) Magnitude Magnitude 9.5000 -0.11 -0.11 k/ft 21�- CC'S Version 3.04 Analysis: Analysis girt design -ani Loading Rev. Date: 10/7199 10 ft - Span Girts 1 Rev. Time: 1:43:10 PM Cm:c 0.7500 Rev. By: Live Load ey Phone: 3 Snow Load Fax: Load Combination: ASD 3: 0.75(1)+E) W + Loading Factor Load Combination: 1 Dead Load 0.7500 . Vx 2 W- 0.7500 Factor Load Combination. ASD 4: 0 .75 (D+4+�+W) (k) Loading Factor Live Load I Dead Load 0.7500 3 2 Live Load 0.7500 0.7500 3 W + 0.7500 0.0000 Load Combination: ASD_4: 0.75(D+L+R+E) D + Loading Factor Loading 1 Dead Load 0.7500 1 2 Live Load 0.7500 2 3 W- 0.7500 1.0000 Load Combination: ASD 4: 0.75(D+L+S+W) Member Check _1996 A1S1 Saecfcation (ASD Load Combination: W+ Design Parameters at 0.0000 ft, Right side: LIC 9.5000 ft Ly 9.5000 ft Lt 9.5000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: 4x2 -'16 Gage Cee.set Cbx Loading Cby Factor 1 Dead Load Cm:c 0.7500 2 Live Load ey 0.7500 3 Snow Load Moment 0.7500 4 W + Loads: 0.7500 Load Combination: ASD 4: 0.75(D+L+S+E) Vx Loading (k) Factor 1 Dead Load (k) 0.7500 2 Live Load -0.4026 0.7500 3 Snow Load 0.0000 0.7500 4 W- 0.0000 0.7500 Load Combination: D + L (unbalanced) 0.4643 Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Unbalanced 1.0000 Load Combination: W+ Loading Factor 1 W .+ 0.7500 Load -Combination: W - Loading Factor .1 W- 0.7500 Member Check _1996 A1S1 Saecfcation (ASD Load Combination: W+ Design Parameters at 0.0000 ft, Right side: LIC 9.5000 ft Ly 9.5000 ft Lt 9.5000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: 4x2 -'16 Gage Cee.set Cbx 1.1364 Cby 1.0000 ex 0.0000 i Cm:c 1.0000 C:MI 1.0000 ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.0000 Loads: P M5c VY My Vx (k) (k -ft) (k) (k -ft) (k) Total 0.0000 0.0000 -0.4026 0.0000 0.0000 Applied 0.0000 0.0000 -0.4026 0.0000 0.0000 Strength 5.2536 1.1191 4.0339 0.4643 4.2320 �_e CFS Version 3.04 Analysis: Analysis girt design.anl 10 ft - Span. Girts Rev, Date: 10/7/99 Rev. Time: 1:43:10 PM Rev. By: Phone: Fax: Effective section properties at -applied loads: Ae 0.56666 in�2 Ixe 1.4029 in�4 Iye 0.3633 inA4 Sxe(t) 0.70144 in"3 Sye(1) 0.45683 i.n�3 Sxe('b) 0.70144 in�3 Sye(r) 0.30156 in�3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.000 + 0.000 = 0.000 <=•1.0 AIS! Eq. C5.2.1-2 (P, Mx, My) 0.000' + 0.000 + 0.000 = 0.000 <= 1.0 AISI Eq. C3.3.1-1 (Mx, V1Y) 0.000 + 0.010 = 0.010 <= 1.0 AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000 = 0.000 <= 1.0 Member Check - 1996 AIS! Soecification (ASD Load Combination: W+ Design Parameters at 4.7500 ft: Lx 9.5000 ft Ly 9.5000 ft Lt 9.5000 ft Kx 1.0000 Ky, 1.0000 {t 1.0000 Section: 4x2 - 16 Gage Cee.sct Cbx 1.1364 Cby 1.0000 e:c 0.0000 in Cmx 1.0000 Cmy 1.0000. ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.0000 Loads: P Mx VY My VX (k) (k -ft) (k) pk-ft) (k) Total 0.0000 -0.9561 0.0000 0.0000 0.0000 Applied 0.0000 -0.9561 0.0000 0.0000 0.0000 Strenath 6.2636 1.1191 4.0339 0.4643 4.2320 Effective section properties at applied loads: Ae 0.56666 in'2 Lxe 1.4029 in^4 Iye 0.3633 in,4 Sxe(t.) 0.70144 in'3 Sye(1) 0.45683 in�3 Sxe(b) 0.70144 in^3 Sye(r) 0.30156 in^3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.854.+ 0.000 = 0.854 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.854 + 0.000 = 0.854. <= 1.0 AISI Eq. 03.3.1-1 (Mx, VY) 0.280 + 0.000 = 0.280 <= 1.0 AISI Eq. C3.3.1-1 (My, Vx) 0.000 '+ 0.000 = 0.000 <= 1.0 Member Check - 1996 ASI Specification (ASD) Load Combination: W+ Design Parameters at 9.5000 ft, Left side: Lx 9.5000 ft Ly 9.5000 ft Lt 9.5000 ft K`c 1.0000 Ky 1.0000 Rt 1.0000 Section: 4x2 - 16 Gage Cee.sct Cbx 1.1364 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cary 1.0000 ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.0000 Loads: P Mx VY My VX (k) (k -ft) (k) (k -ft) (k) Total. 0.0000 0.0000 0.4026 0.0000 0.0000 Applied 0.0000 0.00.00 .0.4026 0.0000 0.0000 Strength 6.2636 1.1191 4.0339 0.4643 4.2320 �_l CFS Version 3.04 1.1364 Cby 1.0000 ex Analysis: Analysis girt design.ani Rev. Date: 10/7/99 OYU • 10 ft - Span Girts Cmy Rev. Time: 1:43:10 PM 0.0000 in Braced Flange: Rev. By: Moment Reduction, R: 0.0000 A.ISI Eq. Phone: PMx VY) VY M<j Fax: <= 1.0 _ Effective section properties at applied loads: (k) (k -ft) Ae 0.56666 inA2 Ixe 1.4029 in"4 Iye 0.3633 in^4 0.4026 Sxe(t) 0.70144 inA3 Sye(1) 0.45683 in'3 0.0000 Sxe(b) 0.70144 in'3 Sye(r). 0.30156 in"3 Interaction Equations Strength 6.2636 1.8052 4.0339 AIST Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.000 + 0.000 - 0.000 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.000 + 0.000 = 0.000 <= 1.0 .AISI Eq. G3.3.1-1 (Mx, VY) 0.000 + 0.010 = 0.010 <= 1.0 AISI Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Member Check - 1996 AIS! Specification (ASO Load Combination: W - Design Parameters at 0.0000 ft, Right side: T.N 9.5000 ft Ly 9.5000 ft Lt 9.5000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: 4x2 - 16 Gage Cee.set Cbx 1.1364 Cby 1.0000 ex '0.0000 in OYU • 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.0000 A.ISI Eq. Loads: PMx VY) VY M<j IPA <= 1.0 AISI (k) (k -ft) (k) (k -ft) •(k) '+ •0.000 Total 0.0000 0.0000 0.4026 0.0000 0.0000 0.0000 Applied 0.0000 0.0000 0.4026 0.0000 0.0000 4.2320 Strength 6.2636 1.8052 4.0339 0.4643 4.2320 Effective section properties at.applied loads: Ae 0.56666 in^2 Ixe 1.4029 in"4 Iye 0.3633 in'4 Sxe(t) 0.70143 in -3 Sye(1) 0.45683 in'3 Sxe(b) 0.70114 in'3 Sye(r) 0.30156 in -3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.000 + 0.000 = 0.000 <= 1.0 AISI Eq. C5.2.1-2 (P, i�bc, My) 0.000 + 0.000 +,0,.00b = 0.000 <= 1.0 A.ISI Eq. C3.3.1-1 (Mx, VY) 0.000 + 0.010 = 0.010 <= 1.0 AISI Eq. C3.3.1-1 (My, Vx) 0.000 '+ •0.000 = 0.000 <= 1.0 Member Check - 1996 AISI Specification (ASO Load Combination: W - Design Parameters at 4.7500 ft: i4c 9.5000 ft Lv 9.5000 ft Lt 9.5000 ft K:c 1.0000 Ky - 1.0000 Rt 1.0000 Section: 4x2 - 16 Gage Cee.sct Cbx 1.1364 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ell 0.0000 in Braced Flange: Top Moment Reduction, R: 0.0000 Loads: P Mx VIf My Vx (k) .(k -:ft) (k) (k -ft) 010 Total 0.0000 0.9561 0.0000 0.0000 0.0000 Applied .0.0000 0.9561 0.0000 0.0000 0.0000 Strength 6.2636 1.8052 4.0339 0.4643 4.2320 36) CFS Version 3.04 Analysis: Analysis girt design.anl Rev. Date: 10/7/99 10 ft - Span Glrts Rev. Time: 1:43:10 PM Rev. By: Phone: Fax: Effective section properties at applied loads: :.Ae 0.56666 in^2 Lce 1.4029 in -4 lye 0.3633 in�4 Sxe(•t) 0.70144 in"3 Sye(l) 0.45683 in^3 Sxe(b) 0.70144 in -3 Sye(r) 0.30156 in^3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.530 + 0.000 =,0.530 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.530 + 0.004 = 0.530 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.280 + 0.000 = 0.280 <= 1.0 PSSI Eq. 03.3.1-1 (My, Vx) 0.000 + 0.000 = 0.000 Member Check - 1996 AISI Specification (ASD)_ Loads: Load Combination: W - Vy My Vx Design Parameters at 9•.5000 ft, Left side: (k) (k -ft) Lx 9.5000 ft Ly 9.5000 ft Lt 9.5000 ft Tx 1.0000 Ky 1.0000 Kt 1.0000 Section: 4x2 - 16 Gage Cee.sct Cbx 1.1364 Cby 1.0000 ex 0.0000 in Cmx 1.0000. Ctuy 1.0000 ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.0000 Loads: P MIC Vy My Vx (k) (k -ft) (k) (k -ft) (k) Total 0.0000 0.0000 -0.4026 0.0000 0.0000 Applied 0.0000 0.0000 -0,4026 0.0000 0.0000 Strength 6.2636 1.8052 4.0339 0.4643 4.2320 Effective section properties at applied loads: Ae 0.56666 in -2 Ixe 1.4029 in'"4 Iye 0.3633 in -4 Sxe(t) 0.70144 in -3 Sye(1) 0.45683 in'3 Sae(b) 0.70144 in^3 Sye(r) , 0.30156 in -3 Interaction Equations AISI Eq. C5.2.1-1 (P,.. Mx, My) .0.000.+ 0.000 + 0.000 = 0.000 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.000 + 0.000.= 0.000 <="1.0 AISI Eq. C3.3.1-1 (Mx, Vy). 0.000 + 0.010 = 0.010 <= 1.0 AISI Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 31 CFS Version 3.04 Section: Box 4x4x0.75-16 Gage - unstiffened.sct Rev. Date: 03/16/00 Beam 4x4x0.75-14 Gage - unstiffened Rev. Time: 11:07:41 AM STANDARDS . Rev. By: Daniel Ferguson S.E. Consultants, Inc. Phone: 5800 E. Thomas Rd., Suite 104 Fax: Section Inputs Material: A607.Class 1 Grade 55 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 55 ksi Tensile Strength, Fu 70 ksi Warping Constant Override, Cw 0 inA6 Torsion Constant Override, J 0 inA4 Stiffened Channel, Thickness 0.0598 in (16 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in - outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.0000 90.000 0.10800 None 0.000 0.0000 0.5000 2 2.0000 180.000 0.10800 Single 0.000 0.0000 - 1..0000 3 4.0000 270.000 0.10800 Single 0.000 0.0000 2.0000 4 4.0000 360.000 0.10800 Single 0.000 0.0000 2.0000 5 4.0000 90.000 0.10800 None . 0.000 0.0000 2.0000 6 2.0000 180.000 0.10800 None 0.000 0.0000 1.0000 7 1.0000 270.000 0.10800 None 0.000 0.0000 0.5000 �J%i CFS Version 3.04 Analysis: 12' Max Span Sidewall Header.anl Rev. Date: 04/28/00 12 ft Span Simple Beam Rev. Time: 4:28:30 PM Rev. By: Steven W. Schaub S.E. Consultants, Inc. Phone: 5800 E. Thomas Rd., Suite 104 Fax: Member Check - 1996 AISI Specification (ASD) Load Combination: ASD 3: 0.75(D+W) Design Parameters at 6.000 ft: Lx 12.000 ft Ly 12.000 ft Lt 12.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: Box 4x4x0.75-16 Gage - unstiffened.sct Cbx 1.0000 - Cby 1.1364 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx VY My Vx (k) (k -ft) (k) (k -ft) (k) Total 0.0000 0.0474 0.0000 -2.4300 0.0000 Applied 0.0000 0.0474 0.0000 -2.4300 0.0000 Strength 7.8109 2.8541 4.0339 2.5122 5.8662 Effective section properties at applied loads: Ae 0.98788 inA2 Ixe 2.5810 inA4 Iye 2.1969 inA4 Sxe(t) 1.3967 inA3 Sye(1) 1.0505 inA3 Sxe(b) 1.1993 inA3 Sye(r) 1.1511 inA3,- Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.017 + 0.967 = 0.984 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.017 + 0.967 =,0.984 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.000 + 0.000 = 0.000 <= 1.0 AISI Eq. C3.3.1-1 (My, VX) 0.936 + 0.000 = 0.936 <= 1.0 33 CFS Version 3.04 Section: Box 4x4x0.75-16 Gage - unstiffened.sct Beam 4x4x0.75-16 Gage - unstiffened STANDARDS Section Inputs Rev. Date: 7/28/99 Rev. Time: 2:33:20 PM Rev. By: Phone: Fax: Material: A607 Class 1 Grade 55 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 55 ksi Tensile Strength, Fu 70 ksi Warping Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in -4 Stiffened Channel, Thickness 0.0598 in ('16 Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Open shape 0.0000 1.0000 Length Angle Radius Web 0.0000 (in) (deg) (in) 2.0000 1 1.0000 90.000 0.18800 None 2 2.0000 180.000 0.18800 Single 3 4.0000 270.000 0.18800 Single 4 4.0000 360.000 0.18800 Single 5 4:0000 90.000 0.18800 None 6 2.0000 180.000 0.18800.None 7 1.0000 270.000 0.18800 None Gage) k Hole Size Distance Coef. (in) (in) 0.000 0.0000 0.5000 0.000 0.0000 1.0000 0.000 0.0000 2.0000 0.000 0.0000 2.0000 0.000 0°.0000 2.0000 0.000 0.0000 1.0000 0.000 0.0000 0.5000 3`� CFS Version 3.04 Analysis: Analysis 1- column.anl 12 ft Span Beam -Column Analvsis Inputs 'Rev. Date: 10/13/99 Rev. Time: 2:14:43 PM Rev. By: Phone: Fax: Members Location Brg Length K Section File (ft) (in) Revision Date and Time 1 Box 4x4x0.75-16 Gage - unstiffened.sct 7/28/99 2:33:20 PM Start Loc. End Loc. Braced R ex ey (ft) (ft) Flange (in) (in) 1 0.000 12.000 None 0.0000 0.0000 0.0000 Supports Type Location Brg Length K (deg) (ft) (in) NA 1 XYT 0.000 6.000 1.0000 2 XT 7.000 3.000 1.0000 3 XYT 12.000 6.000 1.0000 Loading: Dead Load Type Angle Start Loc. (deg) (ft) 1 Axial NA 0.000 Loading: Roof Live Load Type Angle Start Loc. (deg) (ft) 1 Axial NA b.000 Loading: Wind Load Type Angle Start Loc. (deg) (ft) 1 Distributed 90.000 0.000 2 Axial NA 0.000 Load Combination: ASD 1: D Loading Factor 1 Dead Load 1.0000 Load Combination: ASD 2: D+L+R Loading Factor 1 Dead Load 1.0000- 2 Live Load 1.0000 3 Roof Live Load 1.0000 End Loc. Start End (ft) Magnitude Magnitude 12.000 0.0770 0.0770 k End Loc. Start End (ft) Magnitude Magnitude 12.000 1.5400 1.5400 k End Loc. Start End (ft) Magnitude Magnitude 12.000 0.16 0.16 k/ft 12.000 -1.3380 -1.3380 k al CFS Version 3.04 Analysis: Analysis 1- column.anl Rev. Date: 10/13/99 12 ft Span Beam -Column Rev. Time: 2:14:43 PM Rev. By: Phone: Fax: Load Combination: ASD 2: D+L+S Load Combination: D + L (unbalanced) Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Unbalanced 1.0000 Member Check - 1996 AISI Specification (ASD) Load Combination:. ASD 2: D+L+R Design Parameters at 0.000 ft, Right side: Lx 12.000 ft Ly 7.000 ft Lt 7.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 3I Loading Factor 1 Dead Load 1.0000 2 Live Load 1.0000 3 Snow Load 1.0000 Load Combination: ASD -3: 0.75(D+W) Loading Factor 1 Dead Load 0.7500 2'Wind Load 0.7500 Load Combination: ASD 3: 0.75(D+E) Loading Factor 1 Dead Load 0.7500 2 Earthquake Load 0.7500 Load Combination: ASD 4: 0.75(D+L+R+W) Loading Factor 1 Dead Load 0.7500 2 Live Load 0.7500 3 Roof Live Load 0.7500 4 Wind Load 0.7500 Load Combination: ASD 4: 0.75(D+L+R+E) Loading Factor 1 Dead Load 0.7500 2 Live Load 0.7500 3 Roof Live Load 0.7500 4 Earthquake Load 0.7500 Load Combination: ASD 4: 0.75(D+L+S+W) Loading Factor 1 Dead Load 0.7500 2 Live Load 0.7500 3 Snow Load 0.7500 4 Wind Load 0.7500 Load Combination: ASD 4: 0.75(D+L+S+E) Loading Factor 1 Dead Load 0.7500 2 Live Load 0.7500 3 Snow Load 0.7500 4 Earthquake Load 0.7500 Load Combination: D + L (unbalanced) Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Unbalanced 1.0000 Member Check - 1996 AISI Specification (ASD) Load Combination:. ASD 2: D+L+R Design Parameters at 0.000 ft, Right side: Lx 12.000 ft Ly 7.000 ft Lt 7.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 3I CFS Version 3.04 Analysis: Analysis 1- column.anl Rev. Date: 10/13/99 Cby 12 ft Span Beam -Column ex Rev. Time: 2:14:43 PM 1.0000 Cmy 1.0000 Rev. By: 0.0000 in Braced Flange: None Moment Phone: 0.0000 Loads: P Fax: VY My Section: Box 4x4x0..75-16 Gage - unstiffened.sct (k -ft) (k) Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 0.000 Strength Loads: P Mx VY My Vx 5.766 (k) (k -ft) (k) (k -ft) (k) 1.0 Total 1.617 0.0000 0.000 0.0000 0.000 0.000 + Applied 1.617 0.0000 0.000 0.0000 0.000 Strength 14.187 3.2325 4.034 2.5485 5.766 Effective section properties at applied loads: Ae 1.02139 in'2 Ixe 2.5355 inA4 Iye 2.3494 inA4 Sxe(t) 1.3631 inA3 Sye(1) 1.1747 inA3 Sxe(b) 1.1849 inA3 Sye(r) 1.1747 inA3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My). 0.114 + 0.000 + 0.000 = 0.114 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.070 + 0.000 + 0.000 = 0.070 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.000 + 0.000 = 0.000 <= 1.0 AISI Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Member Check - 1996 AISI Specification (ASD) Load Combination: ASD 3: 0.75(D+W)" Design Parameters at 0.000 ft, Right side: Lx 12.000 ft Ly 7.000 ft Lt 7.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: Box 4x4x0.75-16 Gage - unstiffened.sct Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx VY My Vx Interaction Equations (k)" (k -ft) (k) (k -ft) (k) Total -0.946 0.0000 -0.712 0.0000 0.000 Applied -0.946 0.0000 -0.712 0.0000 0.000 Strength 33..639. 2.5658 4.034 2.5485 5.766 Effective section properties at applied loads: Ae 1.02139 in'2 Ixe 2.5355 in'4 Iye 2.3494 inA4 Sxe(t) 1.3631 in'3 Sye(1) 1.1747 inA3 Sxe(b) 1.1849 inA3 Sye(r) 1.1747 in"3 Interaction Equations AISI Eq. C5.1.1-1 (Mx, My, T) 0.000 + 0.000 + 0.028 = 0.028 <= 1.0 AISI Eq. C5.1.1-2 (Mx, My, T) 0.000 +_0.000 - 0.028 = -0.028 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.000 + 0.031 = 0.031 <= 1.0 AISI Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Member Check - 1996 AISI Specification (ASD) Load Combination: ASD 3: 0.75(D+W) Design Parameters at 6.000 ft: Lx 12.000 ft Ly 7.000 ft Lt 7.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 _3� CFS Version 3.04 Analysis: Analysis 1- coiumn.anl Rev. Date: 10/13/99 Cby 12 ft Span Beam -Column Rev. Time: 2:14:43 PM Cmx 1.0000 Cmy Rev. By: ey 0.0000 in Braced Flange: None Phone: Reduction, R: 0.0000 Fax: P 'Mx • Section: Box 4x4x0.75-16 Gage - unstiffened.sct Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Applied -0.946 Loads: P Mx VY My Vx Strength (k) (k -ft) (k) (k -ft) (k) 2.5485 Total -0.946 -2.1357 0.000 0.0000 0.000 applied loads: Applied -0.946 -2.1357 0.000 0.0000 0.000 1.02139 in�2 Strength 33.639 2.5658 4.034 2.5485 5.766 inA4 Effective section properties at applied loads: Sxe(t) 1.3631 inA3 Ae 0.99589 inA2 Ixe 2.4191 in'4 Iye 2.3490 inA4 Sxe(b) Sxe(t) 1.3394 inA3 Sye(1) 1.1745 inA3 Interaction Sxe(b) 1.1027 inA3 Sye(r) 1.1745 inA3 Interaction Equations AISI Eq. C5.1.1-1 (Mx, AISI Eq. C5.1.1-1 (Mx, My, T) 0.571 + 0.000 + 0.028 = 0.599 <= 1.0 AISI Eq. C5.1.1-2 (Mx, My, T) 0.832 + 0.000 - 0.028 = 0.804 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.693 + 0.000 = 0.693 <= 1.0 AISI Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 = 0.000 <=. 1.0 Member Check - 1996 AISI Specification (ASD Load Combination: ASD 3: 0.75(D+W) Design Parameters at 12.000 ft, Left side: Lx 12.000 ft Ly 5.000 ft Lt 5.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: Box 4x4x0.75-16 Gage - unstiffened.sct Cbx 1.6667 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P 'Mx • VY My Vx (k) (k -ft) (k) (k -ft) (k) Total -0.946 0.0000 0.712 0.0000 0.000 Applied -0.946 0.0000 0.712' :.•0..0000 0.000 Strength 33.639 2.5658 4.034 2.5485 5.766 Effective section properties at applied loads: Ae 1.02139 in�2 Ixe 2.5355 in'4 Iye 2.3494 inA4 Sxe(t) 1.3631 inA3 Sye(1) 1.1747 in'3 Sxe(b) 1.1849 inA3 Sye(r) 1.1747 in^3 Interaction Equations AISI Eq. C5.1.1-1 (Mx, My, T) 0.000 + 0.000 + 0.028 = 0.028 <= 1.0 AISI Eq. C5.1.1-2 (Mx, My, T) 0.000 + 0.000 - 0.028 = -0.028 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.000 + 0.031 = 0.031 <= 1.0 AISI Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 0 CFS Version 3.04 Section: 42 - 16 Gage Cee.sct Rev. Date: 7/28/99 42 - 16 Gage Cee Rev. Time: 2:22:29 PM Rev. By: Phone: Fax: } Thickness —}— (16 Gage) (in) Section Inputs Material: A607 Class 2 Grade 55 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 55 ksi Tensile Strength, Fu 65 ksi Warping Constant Override, Cw 0 inA6 Torsion Constant Override, J O'inA4 Cee, Thickness 0.0598 in (16 Gage) (in) Placement of Part from Origin: 0.000 0.0000 •X to center of gravity O in Y to center of gravity 0 in Outside dimensions, Open shape 0.000 0.0000 Length Angle Radius Web (in) (deg) (in) 1 1.0000 270.000 0.13600 None 2 2.0000 180.000 0.13600 Single 3 4.0000 90.000 0.13600 Single 4 2.0000 0.000 0.13600 Single 5 1.0000 -90.000 0.13600 None �ide�uQ,Q Co-Qu�•�� .6.3°Lfo k Hole Size Distance Coef. (in) (in) 0.000 0.0000 0.5000 0.000 0.0000 1.0000 0.000 0.0000 2.0000 0.000 0.0000 1.0000 0.000 0.0000 0.5000 3`� CFS Version 3.04 Analysis: Analysis 1- column.anl 8.5 ft Span Beam -Column Rev. Date: 10/5/99 Rev. Time: 10:43:46 AM Rev. By: Phone: Fax: Analysis Inputs Members Section File* Revision Date and Time 1 4x2 - 16 Gage Cee.sct 7/28/99 2:22:29 PM Start Loc. End Loc. Braced R ex ey .(ft) (ft) Flange (in) (in) 1 0.0000 8.5000 None 0.0000 0.0000 0.0000 Supports Type Location Brg Length (ft) (in) 1 XYT 0.0000 6.000 2 XYT 8.5000 3.000 Loading: Dead Load Type Angle Start Loc. (deg) (ft) 1 Axial NA 0.0000 Loading: Roof Live Load Type Angle Start Loc. (deg) (ft) 1 Axial NA 0.0000 Loading: Wind Load Type Angle Start Loc. (deg) (ft) 1 Axial NA 0.0000 2 Concentrated 90.000 8.4083 Load Combination: ASD 1: D Loading Factor 1 Dead Load 1.0000 Load Combination: ASD 2: D+L+R Loading Factor 1 Dead Load 1.0000 2 Live Load 1.0000 3 Roof Live Load 1.0000 K 1.0000 1.0000 End Loc. Start End (ft) Magnitude Magnitude 8.5000 0.0700 0.0700 k End Loc. Start End (ft) Magnitude Magnitude 8.5000 1.4000 1.4000 k End Loc. Start End (ft) Magnitude Magnitude 8.5000 -1:2170 -1.2170 k NA 0.0100 NA k Bearing Length 1.000 in 46 CFS Version 3.04 Analysis: Analysis 1- column.anl Rev. Date: 10/5/99 8.5 ft Span Beam -Column Rev. Time: 10:43:46 AM Rev. By: Phone: Fax: Load Combination: ASD 2: D+L+S Loading . Factor 1 Dead Load 1.0000 2 Live Load 1.0000 3 Snow Load 1.0000 Load Combination: ASD•3: 0.75(D+W) Loading Factor 1 Dead Load 0.7500 2 Wind Load 0.7500 Load Combination: ASD 3: 0.75(D+E) Load Combination: ASD 4: 0.75(D+L+R+E) Loading Factor 1 Dead Load 0.7500 2 Earthquake Load 0.7500 Load Combination: ASD 4: 0.75(D+L+R+W) 0.7500 Loading Factor 1 Dead Load 0.7500 2 Live Load 0.7500 3 Roof Live Load 0.7500 4 Wind Load 0.7500 Load Combination: ASD 4: 0.75(D+L+R+E) Load Combination: D + L (unbalanced) Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Unbalanced 1.0000 Member Check - 1996 AISI Specification (ASD Load Combination: ASD 2: D+L+R . Design Parameters at 0.0000 ft, Right side: Lx 8.5000 ft Ly 8.5000 ft Lt 8.5000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 �I Loading Factor 1 Dead Load 0.7500 2 Live Load- 0.7500 3 Roof Live Load 0.7500 4 Earthquake Load 0.7500 Load Combination: ASD 4: 0.75(D+L+S+W) Loading Factor 1 Dead Load 0.7500 2 Live Load 0.7500 3 Snow Load 0.7500 4 Wind Load 0.7500 Load Combination: ASD 4: 0.75(D+L+S+E) Loading Factor 1 Dead Load 0.7500 2 Live Load 0.7500 3 Snow Load 0.7500 4 Earthquake Load 0.7500 Load Combination: D + L (unbalanced) Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Unbalanced 1.0000 Member Check - 1996 AISI Specification (ASD Load Combination: ASD 2: D+L+R . Design Parameters at 0.0000 ft, Right side: Lx 8.5000 ft Ly 8.5000 ft Lt 8.5000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 �I 1.1 CFS Version 3.04 2: D+L+R Analysis: Analysis 1- column.anl Design Parameters at 8.5000 ft, Rev. Date: 10/5/99 8.5 ft Span Beam -Column Lx Rev. Time: 10:43:46 AM Ly 8.5000 ft Lt Rev. By: ft Kx 1.0000 Ky Phone: Kt 1.0000 Section: Fax: Cee.sct Section: 4x2 - 16 Gage Cee.sct Cbx Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 None Loads: P Mx VY My VX (k) (k -ft) (k) (k -ft) (k) Total 1.4700 0.0000 0.0000 0.0000 0.0000 Applied. 1.4700 0.0000 0.0000 0.0000 0.0000 Strength 3.7094 1.1945 4.0339 0.5304 4.2320 Effective section properties at applied loads: Ae 0.56666 in�2 Ixe 1.4029 in'4 Iye 0.3633 inA4 Sxe(t) 0.70144 inA3 Sye(1) 0.45683 inA3 Sxe (b) , 0.70144 inA3 Sye (r) 0 .3.0156 inA3 Interaction Equations. AISI Eq. C5.2.1-1 (P, Mx, My) 0.396 + 0.000 + 0.000 = 0.396 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.109 +. 0.000 + 0.000 = 0.109 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.000 + 0.000 = 0.000 <= 1.0 AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000 = 0.000 <='1.0 Member Check - 1996 AISI Specification (ASD) Load Combination: ASD 2: D+L+R Design Parameters at 8.5000 ft, Left side: Lx 8.5000 ft Ly 8.5000 ft Lt 8.5000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: 4x2 - 16 Gage Cee.sct Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0:0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx VY My VX (k) (k -ft) (k) (k -ft) (k) Total 1.4700 0.0000 0.0000 0.0000 0.0000 Applied 1.4700 0.0000 "0.0000 0.0000 0.0000 Strength 3.7094 1.1945 4.0339 0.5304 4.2320 Effective section properties at applied loads: Ae 0.56666 inA2 Ixe 1.4029 inA4 Iye 0.3633 inA4 Sxe(t) 0.70144 inA3 Sye(1) 0.45683 inA3 Sxe(b) 0.70144 inA3 Sye(r) 0.30156 inA3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.396 + 0.000 + 0.000 = 0.396 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.109 + 0.000 + 0.000 = 0.109 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.000 + 0.000 = 0.000 <= 1.0 AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000 = 0.000 <= 1.0 Member Check - 1996 AISI Specification (ASD) Load Combination: ASD 3: 0.75(D+W) Design Parameters at 0.0000 ft, Right side: Lx 8.5000 ft Ly 8.5000 ft Lt 8.5000 ft Kx 1.0000 Ky 1.0000 Kt' 1.0000 � Z CFS Version 3.04 Analysis: Analysis 1- column.ani Rev. Date: 10/5/99 8.5 ft Span Beam -Column Rev. Time: 10:43:46 AM Rev. By: Phone: Fax: Section: 4x2 = 16 Gage Cee.sct Cbx 1.6547 Cby 1.0000 ex 0.0000 in. Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx VY My VX (k) (k -ft) (k) (k -ft) (k) Total -0.860 0.0000 0.000 0.0000 0.000 Applied -0.860 0.0000 0.000 0.0000 0.000 Strength. 18.663 1.5188 4.034 0.5304 4.232 Effective section properties at applied loads: Ae _0.56666 in�2 Ixe 1.4029 inA4 Iye 0.3633 inA4 Sxe(t) 0.70144 inA3 Sye(1) 0.45683 inA3 Sxe(b) 0.70144 inA3 Sye(r) 0.30156 inA3 Interaction Equations AISI Eq. C5.1.1-1: (Mx, My, T) 0.000 + 0.000 + 0.046 = 0.046 <= 1.0 AISI Eq. C5.1.1-2 (Mx, My, T) 0.000.+ 0.000 - 0.046 = -0.046 <=.1.0 AISI Eq. C3.3.1-1 (Mx, Vy) 0.000 + 0.000 = 0.000 <= 1.0 AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000 = 0.000 <= 1.0 Member Check - 1996 AISI Specification (ASD) Load Combination: ASD 3: 0.75(D+W) Design Parameters at 8.4088 ft: Lx 8.5000 ft Ly 8.5000 ft Lt 8.5000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: 4x2 - 16 Gage Cee.sct Cbx 1.6547 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 AISI Eq. C3.3.1-1 Loads: P Mx VY My VX AISI Eq. (k) (k -ft)' (k) (k -ft) (k) = 0.000 Total -0.860 -0.0004 0.000 0.0000 0.000 Applied -0.860 -0.0004 0.000 0.0000 0.000 Strength 18.663 .1.5188 4.034 0.5304 4.232 Effective section properties at applied loads: Ae 0.56666 inA2 Ixe 1.4029 inA4 Iye 0.3633 inA4 Sxe(t) 0.70144 inA3 Sye(1) 0.45683 inA3 Sxe(b) 0.70144 inA3 Sye(r) 0.30156 inA3 Interaction Equations AISI Eq. C5.1.1-1 (Mx, My, T) 0:000 + 0.000 + 0.046 = 0.046 <= 1.0 AISI Eq. C5.1.1-2 (Mx, My, T) 0.000 + 0.000 - 0.046 = -0.046 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.000 + 0.000 = 0.000 <= 1.0 AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000 = 0.000 <= 1.0 Member Check - 1996 AISI Specification (ASD) Load Combination: ASD 3: 0.75(D+W) Design Parameters at 8.5000 ft, Left side: Lx 8.5000 ft Ly 8.5000 ft Lt 8.5000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 45 CFS Version 3.04 Analysis: Analysis 1- column.anl Rev. Date: 10/5/99 8.5 ft Span Beam -Column Rev. Time: 10:43:46 AM Rev. By: Phone: Fax: Section: 4x2 - 16 Gage Cee.sct Cbx 1.6547 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx VY My VX (k) (k -ft) (k) (k -ft) (k) Total -0.860 0.0000 0.007 0.0000 0.000 Applied -0.860 0.0000 0.007 0.0000 0.000 Strength 18.663 1.5188 4.034 0.5304 4.232 Effective section properties at applied loads: Ae 0.56666 in�2 Ixe 1.4029 in*4 Iye 0.3633 in�4 Sxe(t) 0.70144 inA3 Sye(1) 0.45683 in�3 Sxe(b) 0.70144 in A3 Sye(r) 0.30156 in�3 3 Interaction Equations AISI,Eq. C5.1.1-1 (Mx, My, T) 0.000 + 0.000 + 0.046 = 0.046 <= 1.0 AISI,Eq. C5.1.1-2 (Mx, My, T.) 0.000 + 0.000 - 0..046 = -0.046 <= 1.0 AISI'Eq. C3.3.1-1 (Mx, VY) 0.000 + 0.000 = 0.000 <= 1.0 AISI;Eq. C3.3.1-1 (My, VX) 0.000 + 0.000 = 0.000 <= 1.0 T�T Footing Design 4" x 2" x 20 ga. Track 12.00 (1) - #4 bar continuous I,- 12.0 *1 Soil Bearing = 1500 psf Loads: Dead Load = 2 psf Live Load = 20 psf Wind Load = 17.38 psf Building Width = 20 ft Purlin Spacing = 7 ft D + L = .1.540 kips C D + W = 1.077 kips Check Bearing Condition Bearing Area = 3.0 sq. ft. Actual Bearing Load = 513.3 psf < 1500 psf (o. k.) Check Uplift Condition: Concrete slab wt. = 2.80 kips > 1.077 kips (o.k.) PRELI M 11N ARY U N LESS SEALED O N EACH SH EET O R O N CO VER SH EET ,bb: . P6wFg_5 _bAjL0It46, Date: By: KZL. .bb No.: 311 -DD SH.: S.E. CONSULTANTS, INC. Lateral X - Bracing Design Gable End Maximum Length of Openings = 0 ft (o.k. - no bracing required) Location of Door = 0 ft from endwall Bracing Height = 0.00 ft Number of Braces = Bracing Length = 0 ft Actual Loads: Actual Force = 0.90 kips Bracing Load = none Allowable Loads: kips Bracing width = 0 inches Bracing thickness = 0 inches Bracing Capacity = 0.00 kips (n.g.) X -Brace Connection: Capacity of #12 screws = 0.625 kips Number of Screws required = none (check plans for screws) PRELIMINARY RELIMINARY U N LESS SEALED ON EACH SH EET O R O N COVER SHEET ,bb: wDlNlla Date: By: rlq911— ,bb No.: 00 SH.: 4�4 S.E. CONSULTANTS, INC. Longitudinal X - Bracing Design Sidewall Maximum Length of Openings = 12 ft (N.G. see bracing below) Location of Door= 4 ft from endwall Bracing Height = 8.00 ft Number of Braces = Z Bracing Length = 4 ft Actual Loads: Actual Force = 1.22 kips Bracing Load = Allowable Loads 1.36 kips Bracing width = 4 inches Bracing thickness = 0.06 inches Bracing Capacity = 9.60 kips (o.k.) X -Brace Connection: Capacity of #12 screws = 0.625 kips Number of Screws required = 3 (check plans for screws) PRELIM IN ARY U N LESS SEALED O N EACH SH EET O R O N CO VER SH EET ,bb: fTKVZp-;,?:kA,.>,.je Date: (,pf l—y) By: 2L .b b N o .: 31 � — 00 SH.: S.E. CONSULTANTS, INC. Lateral Design 20.0 gable end 24.0 Loads: Dead Load = 2.00 psf 1.22 kips Live Load = 20.00 psf Wind Load = . 22.60 psf Building Width = 24.00 ft Building Length = 20.00 ft Building Eave = 8.00 ft Panel allowable capacity = Lateral Loads Actual Shear = Allow. Panel Length = Must have at least Longitudinal Loads Actual Shear = Allow. Panel Length = Must have at least 0.90 kips Building Peak = 150.0 plf 6.03 ft of panel 3 full panel lengths on this wall. 1.22 kips 8.14 ft of panel 3 full panel lengths on this wall. 10.00 ft 0.90 kips 0.90 kips PPRRELI M I N ARY U N LESS SEALED O N EACH SH EET O R O N CO VER SH EET .b b: ' lfnniml: t ?�11��O1NU Date: (�'� By: r�� .bb No.: �,\—C�p SH.: a S.E. CONSULTANTS, INC. DECK POWERS "SB" 30 ga. Grade 80 PURLINS 10" x 2 1/2" x 14 ga. Stiffened Cee Fy = 60 ksi GIRTS 4" x 2" x 16 ga. Unstiffened Cee Fy = 55 ksi.. COLUMNS SIDEWALL 4" x 4" 4" x 2" x 16 ga. Single Seam Tube x 16 ga. Unstiffened Cee Fy Fy = 55 ksi = 55 ksi S.E. CONSULTANTS, INC. 5800 East Thomas Road, Suite 104 Scottsdale, Arizona 85251 (480) 946-2010. Fax: (480) 946-1909 ifI 1 Job: Type umber: Client: Sheet Copyright 0 CALCULATIONS FOR Bt-Ot' l!FAVE l r 2-U (ASF �ZeouUr,,LE.) , gOHPN Ex?C-i 2:7 -Ai) ISI I - DO (These calculations apply to the job at this address only.) MEL_ AzFE 7- Index to Calculations Item 'OEC. T'-�- �t ��►4�1 � � m i 41284 /31/03 VAUD 0Q' IV0- WG7 3C OF C A\ -\F . qA-�° Project Engineer MVµACL, lloragl4L-p-14 .S.E. CONSULTANTS, INC. 5800 East Thomas Road, Suite 104 Scottsdale, Arizona 85251 (480) 946-2010 FAX: (480) 946-1909 ►i Footing Design IF--- ,— 4" x 2" x 20 ga. Track 12.00 (2) - #4 bars continuous Soil Bearing = . 1500 psf Loads : Dead Load = 2 psf Live Load = 20 psf Wind Load = 17.38 psf Building Width = 20 ft Purlin Spacing = 7 ft D + L = 1.540 kips D + W = 1.077 kips Bearing Area = 3.0 sq. ft. Actual Bearing Load = 513.3 psf < 1500 psf (o.k.) Check Uplift Condition: Concrete slab wt. = 2.80 kips > 1.077 kips (o.k.) PRELI M I N ARY U N LESS SEALED O N EACH SH EET O R O N .bb: Date: By: RL ,bb No.: CO VER SH EET 31 —L90 SH.: S.E. CONSULTANTS, INC. I CFS Version 3.04 Section: Box 4x4x0.75-16 Gage - unstiffened.sct Beam 4x4x0.75-14 Gage - unstiffened STANDARDS S.E. Consultants, Inc. 5800 E. Thomas Rd., Suite 104 '20" CLL) Rev. Date: 03/16/00 60 pp ;-- Rev. Time: 11:07:41 AM Rev. By: Daniel Ferguson al Phone: Fax: Section In Material: A607 Class 1 Grade 55 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 55 ksi Tensile Strength, Fu 70 ksi Warping Constant Override, Cw 0 in�6 Torsion Constant Override, J 0 in'4 Stiffened Channel, Thickness 0.0598 in (16 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.0000 90.000 0.10800 None 0.000 0.0000 0.5000 2 2.0000 180.000 0.10800 Single 0.000 0.0000 1.0000 3 4.0000 270.000 0.10800 Single 0.000 0.0000 2.0000 4 4.0000 360.000 0.10800.Single 0.000 0.0000 2.0000 5 4.0000 90.000 0.10800 None 0.000 0.0000 2.0000 6 2.0000 180.000 0.10800 None 0.000 0.0000 1.0000 7 1.0000 270.000 0.10800 None 0.000 0.0000 0.5000 2 C CFS Version 3.04 Analysis: 8' Max Span Endwall Header.anl Rev. Date: 06/12/00 Header Rev. Time: 8:51:32 AM Rev. By: Steven W. Schaub S.E. Consultants, Inc: Phone: 5800 E. Thomas Rd., Suite 104 Fax: Member Check - 1996 AISI Specification (ASD Load Combination: ASD 2: D+L+R Mx VY My Design Parameters at 3.7500 ft: (k) (k -ft) (k) Lx 7.5000 ft Ly 7.5000 ft Lt 7.15000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: Box 4x4x0.75-16 Gage - unstiffened.sct 0.000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 2.5840 in A4 Loads: P Mx VY My Vx (k) (k -ft) (k) (k -ft) (k) Total 0.000 3.1888 0.000 0.0000 0.000 Applied 0.000 3.1888 0.000 0.0000 0.000 Strength 14.928 3.2796. 4.034 2.5122 5.866 Effective section properties at applied loads: Ae 1.03371 in A2 Ixe 2.5840 in A4 Iye. 2.3831 inA4 Sxe(t) 1.3939 inA3 Sye(1) 1.1915 inA3 Sxe(b) 1.2039 inA3 Sye(r) 1.1915 inA3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.972 + 0.000 = 0.972 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.972 + 0.000 = 0.972 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.945 + 0.000 = 0.945 <= 1.0 AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000 = 0.000 <= 1.0 3 CFS Version 3.04 Analysis: 8' Max Span Endwall Header.anl Header S.E. Consultants, Inc. 5800 E. Thomas Rd., Suite 104 Rev. Date: 06/12/00 Rev. Time: 8:48:42 AM Rev. By: Steven W. Schaub Phone: Fax: Member Check - 1996 AISI Specification (ASD) C5.2.1-1 (P, Mx, My) Load Combination: ASD 3: 0.75(D+W) = 0.364 <= 1.0 AISI Eq. Design Parameters at 3.7500 ft, Left side: 0.000 + 0.133 + 0.231 = 0.364 Lx. 3.7500 ft Ly 7.5000 ft Lt 3.7500 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Eq. Section: Box 4x4x0.75-16 Gage - unstiffened.sct 0.053 + 0.000 = 0.053 Cbx- 1.0000 Cby 1.2987 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000*in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx VY My Vx (k) (k -ft) (k) (k -ft) (k) Total 0.000 0.4357 0.581 -0.5801 0.000 Applied 0.000 0.4357 0.581 -0.5801 0:000 Strength 17.630 3.2796 4.034 2.5122 5.866 Effective section properties at applied loads: Ae 1.03371 inA2 Ixe 2.5840 inA4 Iye 2.3831 inA4 Sxe(t) 1.3939 inA3 Sye(1) 1.1915 inA3 Sxe(b) 1.2039 inA3 Sve(r) 1.1915 inA3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 +.0.133 + 0.231 = 0.364 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.133 + 0.231 = 0.364 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.018 + 0.021 = 0.038 <= 1.0 AISI Eq. 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