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031-201-026
31-201-211,:�� 'KENNETH & NOLA JAYNE `1117 Plumas, Oroville //�����'% "Permit#2922-86B(reroof/SF) 31 201-496 KEN-& NOIA JAYNE 1117 Plumas Avenue.' Oroville Perm3itl#13202-86E (ele ser ch/SF)31193 X* 031-20--l-026;1 _X92-0065,, JASTER`.RjCHARD t CONTR: OWNER 1114 PLUMAS-AVE, OROVILLE REROOF/,SF,--.-' -A; (-031-201-026 05-2830 .11ASTER 1117 PLUMAS AVE., OROVILLE .Cont: OWNER METAL BUILDING . . . ........ 1+452P*- G. -245913 1-201 1117 Plinnas-Ave.., Oroville (convert carport to garage) ('dplat`c-e gas wall heater 1V 4 C�t A 1j 7 - Butte County Department of Development'Services, eurrE, aew • • N ® T E S 7 County Center Drive, Oroville, CA 95965 . x _ � •'COU Nty• IVC7 • �'��. 0 - � � � L (530)538-7601 � v+ww.buttecountynet/dds RESIDENUAL APN: Permit No. Owner. 031-20_1-026 _ 052830.,, JASTER `. i. Site Address: __I117.PLUMAS AVE., OROVILLE �— I-Cont: OWNER Contractor. METAL BUILDING Type of Permit!, _ ^ t 9 SPECIAL CONDITIONS CHECKED BY ❑ SRA ❑ FLOOD CERTIFICATE EQUIRED ❑ FIRE SPRINKLERS REQUIRED ❑ SPECIAL INSPECTION ITEMS ❑ VERIFY ❑ USE PERMIT CONDITIONS ❑ SUBSTANDARD HOUSING LETTER ❑ ENCROACHMENT PERMIT ❑ REINSPECTION FEE PAID , ❑ ENV HLTH CLEARANCE El . yi:• DATE JOB FINALED: a SIG NATURE 1 4 i i a - 9 SPECIAL CONDITIONS CHECKED BY ❑ SRA ❑ FLOOD CERTIFICATE EQUIRED ❑ FIRE SPRINKLERS REQUIRED ❑ SPECIAL INSPECTION ITEMS ❑ VERIFY ❑ USE PERMIT CONDITIONS ❑ SUBSTANDARD HOUSING LETTER ❑ ENCROACHMENT PERMIT ❑ REINSPECTION FEE PAID , ❑ ENV HLTH CLEARANCE El . yi:• DATE JOB FINALED: a SIG NATURE BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #. (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FERMIT NO. BPO52830 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 10/27/2005 APN: 031-201-026-000 the Business and Professions Code, and my license is in full force and effect License Mass : License Number: Site Address: 1117 PLUMAS AVE ORO Date: Contractor. Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: METAL GARAGE/SHOP (960) . Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct• alter, improve, demolish, or repair any structure, prior Owner: JASTER RICHARD A & MICHELL - L 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 Contractors State License Law (Chapter 9 commencing with Section 1117 PLUMAS AVENUE 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE CA 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 95965 applicant to a civil penalty of not more than five hundred dollars (8500).): (530) 532-0743 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 properly who builds or improves thereon, and who does Applicant: JASTER RICHARD A & MICHELLE L 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 1117 PLUMAS AVENUE year bf completion, the owner -builder will have the burden of OROVILLE CA proving that he or she did not build or improve for the purpose of sale.). 95965 O I, as owner of the property, am exclusively* contracting with (530) 532-0743 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.). Contractor: ❑ 1 am Exempt under Article 3 o1A Business and rofessions Code e Date: doaz&cOwner: WORKERS' COMPENSATION DEC ARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the License #: 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 Architect: the work for which this permit Is issued. My workers' compensation insurance carrier and policy number are: Engineer: LIGHT, SETH M. Carrier: Policy 01111^cerlify that in the performance of the work for which this permit is Total Square Ft: 960 S.F. issued, I shall not employ any person in any manner so as to Valuation: $23,040.00 j become subject to the workers' compensation laws of California, Census Code: V and agree that if I should become of to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. 1 Date: d n _ I lel b r' Applicant Z 0 WARNING: Failure to secure orkers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars (8100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit's-hereby,issued._nde he applicable provisions of the Bul(e'Coin,y Code and)& I hereby affirm that there is a construction lending agency for the Resoluti s to do work Indic abov for w ' h fees have been paid. `� 5 performance of the work for which this permit is issued (Sec 3097 Civ.) B ' Date: Name: Y PERMIT EXPIRES ON: / �( 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 docum nt of Butte Couety. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: Signature: L�Z Date: d7 d Owner 13 Contractor ❑ Agent for Owner ❑ Agent forContractor B. C. Building Permit 01-16.04 pg 1 . =OK D = Not OK MANUFACTURED HOMES $ MISCELLAN•EO.US . DATE LlPERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr, Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete -W 6 Yard Gas; Loctn-Testrap Nat ❑ or LPO Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE D E C *C O V E R S*C A R P O R T S GARAGES , Qb(L�T toec ing-Setbacks -Easements i2/Ftgs; SoilsSz-Dpth-Spacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CrinctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors ! 7 Electric 8 Frmg; Sills -Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing - 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls Q' c DATE IPOOLS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w15' Crcltng Eqp-Pool Ightg Bokes-Enclsrs-pniboards-Insultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr; Fencing -Alarms 13 Bonding, Diving board or Slide Q•* 0``a Q�`O Q�`C Q,.= m�4 ' Q Pool Drawing t• = OK 0 = Not OK RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR DATE PLUMBING 1 Zoning-Setbacks-Easements-FloodSlope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec 'Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 55 DWV; Test.Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First flr-Tub Acc 5 Stemwalls Main; Steel -Blockouts -Wrapped 57 Test Tub & Shwr, 2nd fir - Tub Acc 6 Stemwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 6a Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frpic Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test IJ Wtr Pipe; Test-Anchrs-RgltrService Test DATE IMECHANICAL 12 Elec Undrgrnd 61 AC Ducts Insultn & Support 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 14 Girders -Si lls-Anchr Bolts-Joists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16 Insulation 64 Furnace -Vent Acc-Comb Air RtrnNent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE IFINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Cirnc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage; abv-fir-Ducts-Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 70 GFI & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Ties -Purl in -Roof Brac-TrussShthg 71 GF] Arc Fault 25 Frpic Ties or Type A Flue-Frpic Throat Cirnc 72 Elec Trim & Subpnl, Breaker Szs & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Clrnc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Cirnc 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door; Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3" drain 35 Glazing Area -Glass P rtctn-SkyLts -Plastic 81 Plmb; Elec & Mech Eqp Listed for Loctn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnls 83 Insultn-Foam-Looked in Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Cirnc Drnge Planters ❑Yes [—]No 87 Stucco Brown -Finish o•` m o•� v?� 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frpic-Cirnc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd DATE JELECTRICAL 40 Fxtr & Trnsfrmr Clrnc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntltn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous Inspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-C10 to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz ga ❑ CU or ❑AL 98 Address Posted AC Wire Sz ga ❑ CU or ❑AL 99 Fire Sprinkler 48 Range Circ ga ❑ CU or ❑ AL Oven Circ ga ❑ CU or ❑ AL Insulated Neutral ❑ Yes ❑ No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp CIrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #» (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP052830 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: APN: 031-201-026-000 the Business and Professions Code, and my license is in full force and .10/27/2005 effect License Class: License Number: Site Address: 1117 PLUMAS AVE ORO Date: Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: METAL GARAGE/SHOP (960) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: JASTER RICHARD A & MICHELLE L 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 Contractors State License Law (Chapter 9 commencing with Section 1117 PLUMAS AVENUE 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA 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 95965 applicant to a civil penalty of not more than five hundred dollars ($500).): (530) 532-0743 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 Applicant: JASTER RICHARD A & MICHELLE L 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 1117 PLUMAS AVENUE year of,- completion, the owner -builder will have the burden of OROVILLE, CA proving that he or she did not build or improve for the purpose of sale.). 95965 ❑ I, as owner of the property, am exclusively' contracting with (530) 532-0743 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.). Contractor: ❑ 1 am Exempt under Article 3 ofpq Business and rofessions Code Date: Owner: WORKERS' COMPENSATION DEC ARATION 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 License #: 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 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Engineer: LIGHT, SETH M. Carrier: Policy #: n *11001^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 Total Square Ft: 960 S.F. Valuation: $23,040.00 . become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. I Date: 0 l . c` Applicant: WARNING: Failure to secure orkers' 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. CONSTRUCTION LENDING AGENCY This permit' ereby issued brider he aplaftable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this is issued 3097 Civ.) Resoluti s to do work-ndl c~ abov for w ' h fees have been paid. 2 permit (Sec Name: r By: jDate: PERMIT EXPIRES ON: 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 an official form or docum nt of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: J Signature: Date: d Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVEUOPM'ENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION "PLEASE PRINT CLEARLY* x OWNER Last Nae F'rst Name a Address Addres --? —ID vn4S e City . I t�ovt Stat, l_t7 � hone Q �3�-0143 lax.. _ - Oa mail APPLICANT SIGNATURE X 4 17 For office use only: CONTRACTOR Name J QS Address S Acle City I State Zip Phone � 3 Fax E-mail Date Approved: Lic. # Class APPLICANT SIGNATURE X 4 17 For office use only: ARCHITECT/ENGINEER Name J QS Address S Acle City I State Zip Phone � 3 Fax E-mail Date Approved: State License Number APPLICANT SIGNATURE X 4 17 For office use only: APPLICANT NAME Name J QS Address S Acle City J., I St8. hone � 3 Fax -mail Date Approved: APPLICANT SIGNATURE X 4 17 For office use only: Zoning JA -R I Flood Zone I C' SRA I Yes r No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BP 05 B: N H LOCATION AP# 0-3 _ O - Oa6 Pro erty Addr ss rnCL C' Cross Street LO Receipt #q 1.I0 9' WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificab of worker's compensation must be shown at the time of permit issuance. SMIP LENDING AGENCY _ Name Address Description or Scope of Work: /,gS 0 !z G F -0k_5 D Sq. Footage 171,;,L-) 5F ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued wall 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 th-: 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. 6 Received by: Amount: t!� Bldg SRA Receipt #q 1.I0 9' Sheriff SMIP Date: 10- 13 —0� . W Other Total K:\FORMS\BUILDING FORMS\BIdgApplSubRgmts.doc Page 1 of 2 REV &16-04 M SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: f 1. 3,Site Plan gne� d by the preparer. NO GRAPH PAPER I 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER 1 OR 3 SetsEngin ee red plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation."(Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in ,trinlicate:-(D)-F-loor-.plans in trinlicatFFAl1`of these must be stamped and wet -signed by the en engin( Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. - 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 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. o 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\BIdgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISIOIU; 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ! I a S 4 r _ C%' c.h o o d ASSESSOR PARCEL NUMBER O ` 20 ( - 02,6 (CQ�P/SiOD K,G ,Proposed Building Use: Date: 10 - 1 13 - J Items required in order to apply fora permit. All boxes MUST be checked OR marked NA in order to apply. 12K:i J 1. Site plans3 r4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. o 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 AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fid plans, all in duplicate. MG4 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. Letter of intent fog non-residential` bddingv. ❑ 12. Hazardous Material Form ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ N� &/15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ "f) 6. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ 19. Erosion Control Plan Required........................................................................ 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 21. City of Chico Plumbing permit........................................................................ . ❑ 22. Site plan and business license approval from the City of Biggs .............................. ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............ IT 24. Planning approval for (A) Use: (B)Parking: (C) Parcel Check:............ 1�I ISH 025. Contact Land Development about _ Improvements, _ Drainage ........................ /. 26. NPDES Form.....................................................................:....................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... 0 29. Worker's Compensation Carrier and Policy Number .......................................... i7 �1 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits....................:.................................... ❑ 34. Deed Restriction......................................................... .:......................... ..... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone lhrunM-and hold for pickup. I have been infor ed of the above items and re uirements for obtaining a building permit. Applicant: Vr Date: G 3 1.. Index permit application for the above items num red: Plan Check Letter, 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: lzi Plans approved by: Date: Structural reviewed b . Dat . Structural approved by: Date: Note transfer by: Date: ' Yellow: Building Division: 1 'bP05230 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PRONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: -www.buttecounty.net/dds OWNER rl.ED BUILDING USELi BUILDING PERMIT FEES u --- Balance Due ..................... $ --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ A.P.# b31-201 DATE 10 - IS -05 RECEIPT # DATE REC. NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning $ 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) N/ 8. SMI? 2 9. DRAINAGE FEE 10. OTHER 11. OTHER 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 durin the plan checking process. APPLICANT ^ DATE Pursuant to Government Code Section 66020, you are ereby 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. 7/05) Departmetit C ri tl n t J. Michael Crump, Director ®f Public f B u t vv 0 LAND DEVELOPMENT DIVISION Storm Water Management Progrzm 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAA 538-7171 National Pollutant Discharge Elimination System QVDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Pian (sWPPP) Acknowledgement (LESS THAN 1 ACRE Project Description: s110/0 Project Location andlor Parcel plumber: 03/ —ad/ 0"? 'a -oov By signing below, L the project ownerlowner'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 Constriction 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. V �Nfz Date: 3 05� OWNER -BUILDER 'VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction. of this proposed property improvement:' YES [A NO [ ]. 2. I HAVE [ X`J HAVE NOT [ ] signed an application for a building permit for the proposed work. ` 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hived the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5.. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated:. NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: 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. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your naive listing yourself as the builder of the 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 your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact 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 contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from 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, Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. -�-- !031-20-1-026 92-0065 ; t E JASTER', ' R I CHARD. CONTR : OWNER $ ` ,,• 1 1 17 PLUMAS AVEL, `OROVhLLE REROOF,/SF wry F ' 1 f 'ac r i ' t • f COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 95965 - Telephone: 916,538-7541 APPLICATION AND PERMIT PERMIT NO. \ C ASSESSOR PARCEL NUMBER 31-201-026 ZONING A R BUILDING PERMIT OWNER RICHARD JASTER T LE HONE 532-0743 SO. FT. OCC. BUILDING VALUATION` OWNER'S MAILING ADDRESS 1117 PLUMAS AVE OROVILLE 19 a C c 1 140 CONTRACTOR'S NAME ow loft TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 1,140 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ 25.50 ARCHITECT OR ENGINEER t.i?l I E LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Ener Plan Checking F 9Y g ee $ Penalty $ BUILDING ADDRESS 1117 PLMIAS AVE OROVILLE Permit fee $ 40.50 PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 7.00 Each qas water heater or vent 1 7.00 USE OF STRUCTURE i SFDuplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W 615.00 TYPE OF WORK New Addition Ell Remodel[] Utilities❑ InstallationC Other ❑ Describe work: F ROOF 1111TH 0", Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 Main service 200A TO IOOOA1 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST./ DWELLING OCCUP.A) OR ADDNS. ( ACG. BLDGS. 3.6Q sq.ft. NEW CONSTR. ULT"OUTLET NO N•R ESID BRANCH CIRC ITS ^ 5.00 l: POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76 FIXED EX. Occup. OUTLETS (PRESID )REA.) I 3.o10 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. bVirin g 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Qf Consent to Self -Insure. R ' shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. !y Contractor MECHANICAL PERMIT FiIirig Fee 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, pqsts, and expenses which may in any way accrue against sakd C my i onrei quenc of the granting of this permi . X j Date Signature of Applicant — owner contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile H e In allation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEES 40.50 ! HAz I DFEES I IMP I FLOOD I CDF PARCEL PD I HD I ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIREGTQR OF PU LIC BY 1 0 el It / PERMIT EXPIRES f ate If applicable provi- resolutions to do have been paid. WORKS Date /—A,117 '� Receipt No. 103729 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 95965 - Telephone: 916;'538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 31-201-026 ZONINGr A R BUILDING PERMIT OWNER RICHARD JASTER TELEPHONE 532-0743 SQ. FT. OCC. BUILDING VALUATIO 19 s @ co 1 140 OWNER'S MAILING ADDRESS 1117 PLUMS AVE OROVILLE CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation $ 1.140 Filin Fee g $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 25.50 ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ Ener Plan Checking Fee Energy g ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 1117 PLUMAS AVE OROVILLE Permit tee $ 40.50 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SFDuplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work:_ REROO F WITH CnMP _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 2orATO1o00A) CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business(POWER and Professions Code and my license Is In full force and effect. License No. Classification 211"1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.&\ OR ACDNS. 1 ACC. BLDGS. // _37.50 3.64 sq.ft. NEW NON-RESID R BRANCH CIRCUITS @ 5•00 APPARATUS S1 I SINGLE OUTLET CIR. / ( Ex. Occup( OUTLETS OR FIXTURES 20 @ 764 FIXED APPLINIS Ex. Occup. OUTLETS RESID )REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. VYirin g '15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate EVConsent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, osts, and expenses which may in any way accrue against Es' C my i on equenc of the granting of this permi X i' Date Signature of Applicant — Owner Contractor ❑ Agent ❑ An OSHAwork permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Ener Inspection Fee 9Y P $ occ CONST TYPE TOTAL FEE $ 40.50 HAz °FEES IMP FLOOD C0 PARCEL PD HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or indicated ERfor which fees D O P LIC By IT EXPIRE ate applicable provi- resolutions to do have been paid. WORKS Date( /G Receipt No. IC)372Q IPER WNITE-D.P.W.• YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, Callfornla 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING — J9 BUILDING PERMIT OW/7R t a-SOWNER'S TELEPHONE �� / S0. FT. OCC. BUILDING VALUATION MALI G ADDRESS /II a S ve 0 ro v' e- 91 CON RACTOR'S NAME U) nca i TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONST UCTION LENDER n UNKNOWN Total Valuation Is j 10 FilingFee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHIT CT OR ENGINEER LICENS E No. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILOIN AD t, Permit fee $ ZIOISO PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL,MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SFDuplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G JW I @ 15.00 TYPE OF WORK New 71 Addition El Amodel Utilities tallation❑ Other Describe work: _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600v OR LESS 200A OR LESS 18.50 Main service 200A TO I000Al 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the BuslnesS and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.( DWELLING OCCUP.&) OR ADONS. ACC. BLOGS. // 3.64sa.ft. NEW CONSTR. • ULTI-OUTLET NON.RESID. BRANCH CIRCUIT 0 POWER APPARATUS Q (SINGLE OUTLET CIR. 1%211064 Ex. Occup(OUTLETS OR FIXTURES RA FIXED Ex. Occup. OUTLETS (RESIO IREA.� I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permlt Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, co ts, and expenses which may in any way accrue against sai ou ty in�nse ence of the granting of this perm t. X Date 0 Signature of Applicant — wner ❑ Contractor ❑ Agent ❑ An OSHA ion of structures toverr 39stories oineheight ions over 5'0" deep and demolition or construct- Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ /-/0 -� NAz 0FEES IMP FLOOD COF PARCEL PD HD S This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. 10,372 9 wrl�r•e_n. w._ reg � nw••ear•.n- oi�..�mrrr no ...��.. er,�_.--r...r COUNTY OF BUTTE - Department,,of Public Works 7 County Center Dr'ive,,Or6ville, CA 95965 OWNER -BUILDER VERIFICATION Phonei 916-538-7541'/ Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. 1. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to -provide the major labor and materials for construction of the proposed property im rovement (yes or no) 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed. construction: Name Address City Phone Contractors License No. 4. �I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner,,/.�t Social Security N mber DateOF 1O ; NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. 1\,b Permit#2922-86 Kenneth Jayne 1141 14th St, Oro 1-21-lK "Ar) - --"� A� COUNTY OF BUTTE - DEPi-, TENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 ., APPLICATION AND F ERMIT ASSESSOR PARCEL NUMBER ,- ZONING BUILDING PERMIT OWNER '• / TELEPHONE SO. FT. OCC, BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME r f TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 I i �! i Each Trap 2.00 r. Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MA Water piping 5.00 Each gas water heater or vent 5.00 USE OF STRUCTURE SF [ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 10.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 t Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD -L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the BusinessPOWER and Professions Code and my license is in full force and effect. License No. Classification Q I, as the owner, or my employees with wages as their sole compen- ' sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCC UP") , New CONSTR.(A h0sgft ULTBI-OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea APPARATUS e (SINGLE OUTLET CIR. 2 0050t Ex. Occup(OUTLETS OR FIXTURES DAL@30 eAL030 I\ Ex. Occup. our OUTLETS P(RESID )REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation pennit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X ' / Date l� �, �. Signature of Applicant — Owner o Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ occUP. CONST.TYPEJ I FLOOD PARCEL I P11 HD seuE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS I /� ' % t By., Date_ L _ PERMIT EXPIRES Date �,- f Receipt No. f f. l �� � _ � � WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 a APPLICATION AND PERMIT PERMIT NO. ASSE OR PARCEL NUMBER ^ I— O' — li�J/cam00 ZONING BUILDING PERMIT OWNERO /IF 2 (/ TELEPHONE SQ. FT. OCC. BUILDING VALUATION Uri. OWNS S A LING ADDR_ $�/_ TRAC TOR'S NAME TELEPHONE CONTRACTOR'S AILING ADDRESS Fireplace CON RUCTION LENDER JA UNKNOWN Total Valuation Is Filing Fee $ 10.00 EN ER'S MAILING ADDRESS Permit Fee $ AR TECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.60 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFX Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 1 5.00 Mobile Home S I G I W 10.00ea TYPE OF WORK New Addition F1 Remodel❑ Utilities❑ Installation❑ Other ❑ Describe work: _ o y) l �p r— 1 �"! Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service BOOV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9Div. 3 of the Business i and Professions Code and my license is n full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. OR ADDNS. \ ( DWELLING OCCUP.51) ACC. BLOGS. yZ¢sgft NEW CONSTIRULTI.OUTLET 2,50 ea NON.RESID BRANCH CIRC ITS POWER APPARATUS 6 (SINGLE OUTLET CIR. EX. OCcup(OUTLETS OR FIXTURES oAL9so 30 SAL0 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �yirin 15.00 g Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 1-100 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, jud nts, costs, and expenses which may in any way accrue agains i Coun i consequence of the granting of this per "t. X Date Signature of Appl' ant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ 17 OccUP. CONST.T7 I IFLOODIPARCELI PD No IS This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR 0 PUB BY PERMIT EXPIRES Effe the applicable provi- resolutions to do fees have been aid. P IC WORKS �`� Date Receipt No. 09y� WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-534-4541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) u. 2. I (have/iet) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Social SecurityNumber Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. , 3202-86E Ken & Nola Bayne;.;; 1117 Plumas Ave Oroville i I OFFICE COPY Address ELECTRIC Meter By Datell 13 _ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 4 ' 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER (, ZONING BUILDING PERMIT OWNER � ,•' l ' TELEPHONE i, S0. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME- TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 t Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5,00 USE OF STRUCTURE SF Q Duplex❑ Mobilehome❑ Other SPECT FY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: _ . Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 1 10.00 Main service 10001 OR LE 0 AMP ORLESS10.00 Main service EA. ADD -L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Busines$ and Professions Code and my license is in full force and effect.SINGLE License No. Classification L I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.� , OR ADDNS. ( ACC. SLOGS. 2/4sgft NEW CONSTR. ULTI.OUTLET NON•RESID 12.50 ea BRANCH CIRCUITS) POWER APPARATUS e OUTLET CIR. Ex. Occu zo®e0s P OUTLETS OR FIXTURES DALO 30 FIXED APPLISIS Ex. DCCUp. OUTLETS IIRESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �Virin 15.00 g t Permit Fee ' $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. dI shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X �' �- all, 7, Date /eh:0�-pl Signature of Applicant - ZOwner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ I .; occuP. CONST.TYP! I I FLODD PARCEL I PD HD ISSUE / This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC j By -- - PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date- �,Ll '1 Receipt No. k+ � WHIT!-D.P. W., 7ELL0W-A58C330R, PINK-INSPlCTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 MenI Way, Chico — Phone: 891-2751 7 County Center Doye, Oroville — Phone: 534!4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE -- " - 0 A routine in'tpection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. It you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. t 111M I= 0 RPM .11 tie R CAM m �4 %, 11 Inspector- Date'37.Lv a COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT 0. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 — /i APPLICATION AND' PERMIT v ASS SS(R PAR—CE Nr?BER —90 _ ZONI G BUILDING PERMIT OWNER TEL PHONE 5 - SQ. FT. OCii�i. BUILDING VALUATION OWNER'S MAILING ADDR �� /_ 1/� I �Jh roV i l ON RA TORS ME TELEPHONE ON RACTOR•S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee$ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 11 Each Trap 2.00 Vi I Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL P Water piping 5,00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 0.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: �t Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 00 10.01 OO Main service EA. AOD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I d cla under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ i, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason WORKMEN'S COMPENSATION INSURANCE I d c re under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate �•of Consent to Self -Insure. OK I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. NEW CONST. DWELLING OCCUR.S , OR AODNS. � ACC. BLDGS. ,osgft NEW CONSTR. MULTI -OUTLET 12.50ea NON•RESID BRANCH CIRC ITS /POWER APPARATUS e\ (SINGLE OUTLET CIR. / Ex. Occu 20 a 50e p OUTLETS OR FIXTURES eALO 30 EX. OCCUp. OUTLETS FIXED APPLNS.(RESID 1REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. IYirin g 15.00 Permit Fee $ 56. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue Jinstsaid County in asequence of the granting of this permit. Date d of Applican — Owner❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition Or Construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ OCCUP. CONST.TYPE I-7LOODIPARCELI PD I ND ISSu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT OF PUBLIC BY PE IT EXPIRES Date the applicable provi- resolutions to doature fees have been paid. WORKS Date �/j �/� 7'1 7 Receipt No. WHITE-D.P.W., YELLOW.ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT . f�-.. ..a. .,w y s�. , .^.i.,• n. ny,Mr arsaF .h.,.�; .` r:ri', �.;'r,:ew: Y'�: ,.:} 4 _ 1+' t• , r • ' '�C . •t-{'', -t�' "` 1 c i , .AA o} COUNTY OF BUTTE - DEPARTMENT OF',RUBLIG� WORKS - BUILDING DIVISION r 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/53-4�54d PERMIT APPLICATION DATA SHEET Permit No.— OWNER o. OWNER Q h A. P. No. / `Z/ c,) / Proposed Building Use GTY Building Inspector Date m Dpp-� At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate./triplicate, signed by preparer of plans. . 3. Complete plans in duplicate. /triplicate, signed by preparer of plans. 4. Complete engineered plans and talcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid" Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Nan -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 9. Letter of signature authorization. . . . . . . . . . . 10. Sanitation approval from Health Dept. . 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . ' 13. Contractor's License Information (no., name style, classif.) 4. Owner -Builder Verification (Given to owner0, Mail to owner _15. Improvements may be required. . . . . . . . . . . Mobilehome Installation Da11ca- a. . . . . . p C �• r Pre-Inspec. request to 0 D (Dote) Pre -Inspection for'Required. Building Inspector ��, 27oe7d,G 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. Plot plan approval from city of 21. 22. When you issue the permit, process as follows: ail to owner, Mail to contractor. Telephone and hold for pickup at office, Deliver w/inspector. Other Applicant Date 11 Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone--mall—Aounter by date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder •r� — blour``s•.-`1"0.00 a.m. - 3.00 p.m. Copy—DPW F r"•• � r Cf COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-534-4541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the ma' labor and materials for construction of the proposed property improvement yeo or no) . 2. Iav /have not) v v signed an application for a building permit for a proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name / Address rte=, City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supe v se, and provide the major work: Name Al / Address ' City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Social Security Number Date NOTE: This Owner -Builder Verification is sent to you asprequired by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. -e%e 76i.,r Sep- 13�0, COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 9:965 - Telephone 916/534-4541 APPLICATION. AND PERMIT ASS SSOR PAR E N MBER r - Z0NI G BUILDING PERMIT OWNER .�. _ TEL PHONE 'S SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRU'A (..✓Y/ rov ON RA TggO R'S ME L1/ TELEPHONE 'CIONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTIONLENDER UNKNOWN Total Valuation $ Filing Fee $ 1000 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 ' I 11—M CA Each Trap 2,00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL P Water piping 5,00 Each qas water heater or vent 5,00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G W 0.00 ea' TYPE OF WORK New ❑ Addit❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describ _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP LESS 10.00 _/0, 00 CONTRACTORS LICENS AW I d cla under penalty of perjury (check one): t ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contra ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason WORKMEN'S COMPENSATION INSURANCE I d re under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. OK I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Main service EA. ADD'L 100 AMP 2.50 NEW CONST. ( DWELLING OCCUP.e, , OR ADDNS. C ACC, BLDGS. ) �20sgft NEW CON STR. MULTI -OUTLET 2,50 ea NON -R ESID BRANCH CIRCUITS) /POWER APPARATUS e (SINGLE OUTLET CIR. ) Ex. Occu .20050E Occup(OUTLETS OR FIXTURES 1.20050C ALO NS Ex. Occup. ou LETS ED APP(RESiD )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00ct- Misc. Wiring g 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3,00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue inst said County in asequence of the granting of this permit. Date C% lignatureof Applican - Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ OCCUP. CON9T.TYPL PLooD PARCEL PD ND saoe This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC BY PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 'OUTBACK BUILDING' STRUCTURAL CALCULATIONS FOR: Rich Jaster.Building 1117 Plumas Ave, Oroville CA 95965 Job # USTG1604 0010II1U J, irrc, (24' WIDE X 40' LONG BUILDING WITH 1,1' EAVE HEIGHT ('GAMBREL STYLE') Distributor: STG Steel Buildings Engineering by: ASK4 Engineering, Inc. 39084 Proctor Blvd., Suite "G" Sandy, OR 9-7055 (503) 668-6550 fax: (503) 668-5239 email: outbackcask4engineering.com dote: # 76 EXP. 2006 J9�� TRU(ITuRP of Cate E INDEX TO CALCULATIONS Page # Contents C1 Design Parameters, Loadings C2 Purlin and Girt Analysis & Design C3 Lateral System Analysis C4, C5 Brace End Connection and Screw Capacities C6 Endwall Vertical Mullion Desiqn, C7 Door Header Design C8, C9 Foundation Analysis & Design 1 -8 Clearspan Frame Analysis P1 & P2 Roof and Wall Panel Information Distributor: STG Steel Buildings Engineering by: ASK4 Engineering, Inc. 39084 Proctor Blvd., Suite "G" Sandy, OR 9-7055 (503) 668-6550 fax: (503) 668-5239 email: outbackcask4engineering.com dote: # 76 EXP. 2006 J9�� TRU(ITuRP of Cate E SEISMIC ZONE: 4 GOVERNING CODE: - 1997 Uniform Building Code - 1996 Edition of AISI Specification for the Design of Cold -formed Structural Members MATERIAL SPECIFICATIONS CONCRETE: 2500 psi (28 -day Strength) CONCRETE REINFORCING: ASTM A615, Grade 60 (Fy = 60,000 psi) METAL ROOF PANELS: ASTM A653, Grade 80 (Fy = 80,000 psi) METAL WALL PANELS: ASTM A653, Grade 80 (Fy = 80,000 psi) STRUCTURAL BOLTS: ASTM A307 COLD -FORMED STRUCTURAL STEEL: ASTM A653, Grade 55 (Fy = 57,000 psi) LATERAL LOADS WIND LOADS SEISMIC LOADS ASK4 Engineering, Inc. PERP. TO JOB INFORMATION SIDEWALL_ ENDWALL JOB NAME: Rich Jaster BUILDING FRAME WIDTH (ft.): 24.00 ,JOB ADDRESS: 1117 Plumas Ave, Oroville CA 95965 BUILDING LENGTH (ft.); 40.00 JOB NUMBER: USTG1604 BUILDING FRAME EAVE HEIGHT (ft.): 11.00 Qs (psf) = 14.4 BUILDING FRAME ROOF SLOPE (?/12): 4.85 DESIGN CRITERIA V = (3.0*Ca/R) * W = 0.44 W 0.35 W DEAD LOADS: ROOF/WALL PANEL: 1.0 psf 0.29 W PURLINS/GIRTS: 1.0 psf 1.00 p - WIND PRESSURE (psf):' 16.47 STEEL FRAMES: 1.0 psf 2.20 TOTAL DEAD LOAD: 3.0 psf 0.29 W ROOF LIVE (OR SNOW) LOADS: E allow. stress design = E/1.4 = 0.26 W 0.21 W TOTAL SEISMIC DESIGN DEAD LOAD (lbs.) = 15922 CLEARSPAN FRAMES: 16 psf LATERAL SYSTEM SEISMIC DESIGN SHEAR (lbs.) = 4170 ' PURLINS AND OTHER ELEMENTS: 20 psf WIND LOADS: WIND SPEED: 75 mph EXPOSURE: C SEISMIC ZONE: 4 GOVERNING CODE: - 1997 Uniform Building Code - 1996 Edition of AISI Specification for the Design of Cold -formed Structural Members MATERIAL SPECIFICATIONS CONCRETE: 2500 psi (28 -day Strength) CONCRETE REINFORCING: ASTM A615, Grade 60 (Fy = 60,000 psi) METAL ROOF PANELS: ASTM A653, Grade 80 (Fy = 80,000 psi) METAL WALL PANELS: ASTM A653, Grade 80 (Fy = 80,000 psi) STRUCTURAL BOLTS: ASTM A307 COLD -FORMED STRUCTURAL STEEL: ASTM A653, Grade 55 (Fy = 57,000 psi) LATERAL LOADS WIND LOADS SEISMIC LOADS PERP. TO PERP. TO WIND SPEED (mph) = 75 SIDEWALL_ ENDWALL EXPOSURE= C ZONE: 4 4 MEAN ROOF HEIGHT (ft.): 21.15 Na (max.) = 1.5 1.5 p = (Qs*Ce*Cq*lw) Ca = .44*Na = 0.66 0.66 Qs (psf) = 14.4 R = 4.5 5.6 Ce = 1.144 V = (3.0*Ca/R) * W = 0.44 W 0.35 W Iw = 1.0 V = (2.5*Ca*I/R) * W = 0.36 W 0.29 W rho = 1.00 1.00 p - WIND PRESSURE (psf):' 16.47 0 Omega = 2.80 2.20 E = rho * Vmax = 0.36 W 0.29 W E allow. stress design = E/1.4 = 0.26 W 0.21 W TOTAL SEISMIC DESIGN DEAD LOAD (lbs.) = 15922 15922 LATERAL SYSTEM SEISMIC DESIGN SHEAR (lbs.) = 4170 3351 Primary Frame Wind Pressures: Vert. Projected Areas: 1.3 21.4 psf (horizontal any direction) Horiz. Projected Areas: 0.9 14.8 psf (upward) PERP. TO SIDEWALL LATERAL SYSTEM WIND DESIGN SHEAR (lbs.) 11085 (wind governs) Element Wind Pressures: Cq Design Wind Pressure Roof Elements: 1.3 21.4 psf (upward) Wall Elements: 1.2 19.8 psf (inward or outward) 10/12/2005 USTG1604 Jaster.xls PERP. TO ENDWALL 4850 (wind governs) Design Param's. -- Fage C1 ROOF PURLIN DESIGN SPAN TRIB. WIDTH LOAD (DOWNWARD) LOAD (UPWARD) DESIGN BENDING.MOMENT (DOWNWARD) END SHEAR (DOWNWARD) DESIGN BENDING MOMENT (UPWARD) END SHEAR (UPWARD) ASK4 Engineering, Inc. 10.00 ft. 3.58 ft. 73 lbs./ft. 70 Ibs./ft. 1531 ft.-Ibs. (with Of = 1.67) 367 lbs. 1089 ft.-Ibs. (with Of = 1.67) 261 lbs. MEMBER SIZE USED --> Z4X16 INSIDE FLANGE UNBRACED LENGTH (FT.): 10.00 5.00 3.33 +Mn allow = 2914 2914. 2914 ft.-Ibs. (Mn values fro -n RISA- -Mn allow = 1486 2517 2877 ft.-Ibs. 2D analysis) (24X16 PURLINS OK SPACED AT 3.59 FT. O.C., NO BRACES AT INSIDE FLANGE REQ'D:) SIDEWALL GIRT DESIGN SPAN TRIB. WIDTH LOAD (WIND) BENDING MOMENT, Mn (WIND IN/OUT) END SHEAR (WIND IN/OUT) 10.00 ft. 5.42 ft. 107 lbs./ft. 1676 ft.-Ibs. (with Of = 1.67) 401 lbs. MEMBER SIZE USED --> Z4X16 INSIDE FLANGE UNBRACED LENGTH (FT.): 10.00 5.00 3.33 +Mn allow = 2914 2914 2914 ft. -16s. (Mn values iron RISA- -Mn allow = 1486 2517 2877 ft. -lbs. 2D analysis) (Z4X16 GIRTS OK SPACED AT 5.42 FT. O.C. WITH INSIDE FLANGE BRACED AT 5 FT. O.C. MAX.) ENDWALL GIRT DESIGN SPAN TRIB. WIDTH LOAD (WIND) BENDING MOMENT (WIND IN/OUT) END SHEAR (WIND IN/OUT) 10.83 ft. 5.42 ft. 107 lbs./ft. 1967 ft.-Ibs. (with Of = 1.67) 435 lbs. MEMBER SIZE USED --> Z4X16 INSIDE FLANGE UNBRACED LENGTH (FT.): 10.83 5.42 3.61 +Mn allow = 2914 2914 2914 ft.-Ibs. (Mn values from RISA- -Mn allow = 1069 2517 2877 ft.-Ibs. 2D analysis) (Z4X16 GIRTS OK SPACED AT 5.42 FT. O.C. WITH INSIDE FLANGE BRACED AT 5.41 FT. O.C. MAX.) 10/12/2005 USTG1604 Jaster.xls Purlin-Girt Calcs -- Fage C2 ASK4 Engineering, Inc. LATERAL LOAD WALL ANALYSIS: 'WIND CAPABLE' FRAMES USED ('WIND CAPABLE' MEANS THAT STEEL FRAMES ARE DESIGNED TO CARRY HORIZ. WIND (Y/N): Y AND SEISMIC LOADS THAT ARE TRIBUTARY TO THEM), CLEARSPAN FRAME SPACING: 10.00 ft. STRAP X -BRACING DESIGN CHART: L3x3x16 ga. BASE ANGLE ANCHOR (TO CONC. SLAB) DESIGN: TRIB. WIDTH: 2.71 ft. LOAD (WIND): 54 lbs./ft. MAX. ANCHOR SPACING: 48 in. (BASED ON 250# ALLOWABLE SHEAR LOAD PER POWERS 1/4"• DIAM. X V LONG MUSHROOM HEAD 'SPIKE' ANCHORS) 10/12/2005 UST61604 Jaster.xls Wall Panel -X Bracing -- Page C3 #OF#14 X -BRACING X -BRACING SCREWS AT # OF TRIB. PANEL WIDTH PANEL SHEAR PER UPLIFT AT X -BRACING STRAP WIDTH EACH END OF WALL LOCATION BAYS? WIDTH (ft.) (ft.) HEIGHT (ft.) BRACE (#) BASE (#) TENSION (#) AND GAUGE EACH STRAP Left Endwall (E1): . 1 5.00 12.00 22.67 1386 (ADD K. AND A. BRACES TO MAKE 'WIND CAPABLE' FRAME) Right Endwall (E2): 1 5.00 12.00 22.67 1386 2618 2962 2" X 16 ga. 4 Front Sidewall (S1): 1 12.00 10.00 10.67 2425 2587 3546 2" X 14 ga. 6 Back Sidewall (S2): 1 12.00 10.00 10.67 2425 2587 3546 2" X 14 ga. 6 USE --> Single 2in x 14G Strapping L3x3x16 ga. BASE ANGLE ANCHOR (TO CONC. SLAB) DESIGN: TRIB. WIDTH: 2.71 ft. LOAD (WIND): 54 lbs./ft. MAX. ANCHOR SPACING: 48 in. (BASED ON 250# ALLOWABLE SHEAR LOAD PER POWERS 1/4"• DIAM. X V LONG MUSHROOM HEAD 'SPIKE' ANCHORS) 10/12/2005 UST61604 Jaster.xls Wall Panel -X Bracing -- Page C3 • 4 ASK4 Engineering, Inc. BRACE END SCREW CONNECTION DESIGN Clearspan Frame Rafters: Double 10 in. 12 ga. Cees Clearspan Frame Columns: Double 10 in. 12 ga. Cees Clearspan Frame Knee Braces: Single 4 in. 16 ga. Cee Clearspan Frame Apex Braces: Single 4 in. 16 ga. Cee Screw Size: #14 Ultimate Single Shear Screw Strength (lbs.): 2450 D = 2.5 R3d (group effect n Screws factor) V single screw (lbs.) P (design allowable, lbs.)' KNEE BRACE 21 0.64 499 10486 APEX BRACE 21 0.64 499 10486 (INSTALL (21) #14 SCREWS AT EACH END MAX. KNEE BRACE FORCE (lbs.): 10162 OF EACH KNEE BRACE) (INSTALL (21) #14 SCREWS AT EACH END MAX. APEX BRACE FORCE (lbs.): 10328 OF EACH APEX BRACE) BRACE END BOLT CONNECTION DESIGN Z Fu = Tensile strength of connected part (psi) p Fy = Yield strength of connected part (psi) Q db =Nominal bolt diameter (in.) g1 = Nominal gauge of thinnest connected part (in.) Z' t1 = Thickness of thinnest connected part (in.) Pn = Nominal bearing strength per bolt (lbs.) , ALLOWABLE SHEAR BASED ON CONNECTED MATERIALS: Fu = 65000 Fy = 58000 db = 0.63 g1=16 t1 = 0.0598 Pn = 7288 Allowable shear based on connected material bearing (lbs.): 3313 Allowable shear based on A307 bolt in shear (lbs.): 3129 Allowable Shear on Each Bolt (lbs.): 3129 MAX. KNEE BRACE FORCE (lbs.): 10162 (USE MIN. (4) 5/8" DIAM. A307 BOLTS AT EACH END) MAX. APEX BRACE FORCE (lbs.): 10328 (USE MIN. (4) 5/8" DIAM. A307 BOLTS AT EACH END) 10/12/2005 USTG1604 Jaster.xls Brace End Conn's. -- Page C4 ASK4 Engineering, Inc. SCREW CONNECTION DESIGN ds = Nominal screw diameter (in.) Q Omega = 3.0 Pns = Nominal shear stength per screw (lbs.) Pnt = Nominal tension strength per screw (lbs.) z Pnot = Nominal pull-out strength per screw (lbs.) 0 Pnov = Nominal pull -over strength per screw (lbs.) Q gl = nominal gauge of member in contact with the screw head (in.) t1 = Thickness of member in contact with the screw head (in.) Oz g2 = nominal gauge of member NOT in contact with the screw head (in.) t2 = Thickness of member NOT in contact with the screw head (in.) Ful = Tensile strength of member in contact with the screw head (lbs.) Fu2 = Tensile strength of member NOT in contact with the screw head (lbs.) ROOF PANEL (Classic Rib 29 ga.) g1 = 29 g2 = 16 tl = 0.0134 t2 = 0.0598 Ful = 80000 Fu2 = 67000 Screw # = 14 ds (in.) = 0.25 ALLOWABLE SHEAR BASED ON CONNECTED MATERIALS: t2/t1 = 4.46 WALL PANEL (IC -72 Panel 2:6 ga.) g1 = 26 g2 = 16 t1 = 0.0179 t2 = 0.0598 Ful = 80000 Fu2 = 67000 Screw # = 10 ds (in.) = 0.19 t2/t1 = 3.34 Pns (eq. E4.3.1-4) = 724 Pns (eq. E4.3.1-4) = 735 ,Ilowable Shear per Screw (Q Omega = 3.0): 241 Allowable Shear per Screw = 245 ALLOWABLE SHEAR BASED ON SCREW: Allowable Shear per Screw = 817 Allowable Shear per Screw = 517 Design Shear per Screw = 241 Design Shear per Screw = 245 ALLOWABLE TENSION BASED ON CONNECTED MATERIALS: Pullout Strength, Pnot (eq. E4.4.1.1) = 851 647 Pullover Strength, Pnov (eq. E4.4.2.1) = 402 537 Allowable Tension per Screw (lbs.) = 134 179 Nominal Screw Tension Strength (Ibs) = 1108 1108 Screw strength/Pnov = 8.26 6.19 10/12/2005 USTG1604 Jaster.xls Screw Capacities -- Page C5 ASK4 Engineering, Inc. ENDWALL VERT. MULLION DESIGN LOCATION: LEFT ENDWALL MAX. ENDWALL MULLION HT.: 21.45 ft. MAX. TRIB. WIDTH: 12.00 ft. MAX. DISTRIBUTED LOAD: 237 plf MAX MOMENT: 17090 ft. -lbs. (with Of = 1.67) V horiz.: 2544 lbs. COMPOSITE DESIGN (Y/N)? N VERT. MULLION MEMBER —> C12X12 DESIGN SECTION -=> C12X12 FLYBRACING ELEV. ft): 21.45 10.83 INSIDE FLANGE UNBRACED LENGTH (FT.): 21.45 10.83 +Mn allow = 29066 29066 ft. -lbs. -Mn allow = 8385 20093 ft.-Ibs. (Mn values from RISA -2D analysis) DEFLECTION: 0.83 in. (=U308) (C12X12 VERT. MULLION OK WITH FLYBRACING AT 10.8 FT. O.C. MAX.) TOP CONNECTION: USE 11 ga. MFA8 BRACKET WITH (1) VERT. ROW OF (5) #14-20 TEKS SCREWS AT 1.5" O.C. INTO' RAFTER AND (2) VERT. ROWS AT 6" O.C. OF (5) #14-20 TEKS SCREWS AT 1.5" O.C. VERT. INTO MULLION LOCATION: RIGHT ENDWALL MAX. ENDWALL MULLION HT.: 21.45 ft. MAX. TRIB. WIDTH: 12.00 ft. DESIGN DISTRIBUTED LOAD: 237 plf MOMENT: 17090 ft.-Ibs. (with Of = 1.67) V horiz.: 2544 lbs. COMPOSITE DESIGN (Y/N)? N VERT. MULLION MEMBER —> C12X12 DESIGN SECTION —> C12X12 FLYBRACING ELEV. ft): 21.45 10.83 INSIDE FLANGE UNBRACED LENGTH (FT.)' 21.45 10.83 +Mn allow = 29066 29066 ft.-Ibs. -Mn allow = 8385 20093 ft.-Ibs. (Mn values from RISA -2D analysis) DEFLECTION: 0.83 in. (=U308) (C12X12 VERT. MULLION OK WITH FLYBRACING AT 10.8 FT. O.C. MAX.) TOP CONNECTION: USE 11 ga. MFA8 BRACKET WITH (1) VERT. ROW OF (5) #14-20 TEKS SCREWS AT 1.5" O.C. INTO RAFTER AND (2) VERT. ROWS AT 6" O.C. OF (5) #14-20 TEKS SCREWS AT 1.5" O.C..VERT. INTO MULLION 10/12/2005 USTG1604 Jaster.xls Endwall Vert. Mullions -- Fage C6 N O O N 0 0 0 a) n d 0 4 A c.w N DOOR HEADER # C, T T 0 WALL LOCATION Z� 0 0 m m G) z Z POSITION IN BAY _ ;o ;o m m n D D n LOCATION r r r r 0 0 0 o BAY SIZE (ft.) 00 0 0 0 0 0 0 DOOR WIDTH (ft.) 00 0 0 0 DOOR HEIGHT (ft.) 0 0 0 00 G cn a JAMB MOMENT (ft. -lbs.) N N T 0) 00 00 JAMB MEMBER mm mm i) rj i,) ALLOWABLE MOMENT, FOR OD o o o o JAMB MEMBER (ft. -lbs.) 0 0 0 0 A A x A HEADER GIRT MOMENT (ft. - lbs.) X X x 'x HEADER GIRT MEMBER mm mm cn cn cn cn HEADER GIRT MEMBER (SINGLE OR DOUBLE) ALLOWABLE MOMENT FOR T T N HEADER GIRT MEMBER (ft. - 1 4 4 lbs.) 00 00 v m N z z v m cn (n C .'a m N 8 w ASK4 Engineering, Inc. FOUNDATION DESIGN CONCRETE STRENGTH (fc): 2500 psi REINF. YIELD STRENGTH: 60000 psi ALLOW. SOIL PRESSURE: 1500 psf NOTE: FOOTING SHALL EXTEND BELOW LOCAL FROST DEPTH. CONSULT LOCAL BUILDING DEPARTMENT FOR REQUIREMENTS. SIDEWALL CONTINUOUS FOOTING DEPTH OF FTG. BELOW GRADE DESIGN SOIL PRESSURE FOOTING WIDTH FOOTING DEPTH DOWNWARD LOAD AT FRAME FOOTING AREA REQUIRED NET UPLIFT LOAD FROM FRAME NET UPLIFT FROM SIDEWALL X -BRACE DESIGN d top DESIGN d bottom LENGTH FTG. REQ'D(DL+SN) LENGTH FTG. REQ'D (UPLIFT) Mu DESIGN MOMENT (ft.-Ibs.): a= AREA OF STEEL REQ. AREA OF STL. PROVIDED 12 in. (MIN.) 1350 psf 12 IN. (MIN.) 12 IN. (MIN.) 3312 lbs. 2.5 ft.^2 2008 lbs. 2227 lbs. 10.0 in. 8.5 in. 2.5 ft. 8.0 ft. TOP BOTTOM 3108 1727 0.16 0.11 0.09 0.06 0.20 0.20 OK OK ;A.C.I. FLEXURE TABLES) OK USE ---> 12" WIDE BY 12" DEEP FOOTING W/ (1)-#4 TOP AND (1)4#4 BTM. (NO SHEAR REINF. REQ'D) THRUST @ FRAME BASE: 2735 lbs. As (GRADE 40) HAIRPIN = 0.00 in.^2 - NO HAIRPINS REQUIRED AT FRAME BASES - IF FIBER MESH USED IN SLAB INSTEAD OF WIRE MESH, USE #4 TIE ACROSS SLAB FRAME 'WEDGE -BOLT' ANCHOR DESIGN SPECIAL INSPECTION (Y/N)? N ANCHOR DIAMETER: 0.63 in. ANCHOR LENGTH: 5.00 in. # OF BOLTS AT FRAME BASES: 4 CAPACITIES (5" MIN. EMBEDMENT): FRAME MAX. TENSION: 2008 lbs. FRAME MAX. SHEAR: 2735 lbs. X -BRACING MAX. TENSION: 2227 lbs. X -BRACING MAX. SHEAR: 2425 lbs. EDGE DISTANCE: 5.00 in. 'X' BOLT SPACING: 8.00 in. 'Y' BOLT SPACING 3.00 COMBINED LOAD % (FRAME): 0.81 COMBINED LOAD % (X -BRACING): 0.82 MAX. COMBINED LOAD % = 0.82 10/12/2005 in. 5/8" DIAM. X 5"'WEDGE-BOLT' BOLT m CAPACITIES (5" MIN. EMBEDMENT): w m — co UNREDUCED TENSION (Ibs.): 2440 a m UNREDUCED SHEAR (lbs.): 4200 O cn w BASED ON SPACINGS, Q 4t Lu w REDUCED TENSION (lbs.): 1078> SHEAR (lbs.): 2016 REDUCED (UNREDUCED TENSION VALUES INCLUDE A 1/3 INCREASE FOR WIND LOADS, UNREDUCED SHEAR LOADS DO NOT), USE -a (4) - 5/8" DIAM. POWERS 'WEDGE - BOLTS' WITH 5" EMBEDMENT (SPECIAL INSPECTION IS NOT REQUIRED) USTG1604 Jaster.xls Sidewall Slab Edge Fdn. -- Page C8 0 ASK4 Engineering, Inc. FOUNDATION DESIGN CONCRETE STRENGTH ft): 2500 psi REINF. YIELD STRENGTH: 60000 psi ALLOW. SOIL PRESSURE: 1500 psf NOTE: FOOTING SHALL EXTEND BELOW LOCAL FROST DEPTH. CONSULT LOCAL BUILDING DEPARTMENT FOR REQUIREMENTS. ENDWALL CONTINUOUS FOOTING DEPTH OF FTG. BELOW GRADE 12 in. (MIN.) DESIGN SOIL PRESSURE 1350 psf FOOTING WIDTH 12 IN. (MIN.) FOOTING DEPTH 12 IN. (MIN.) DOWNWARD LOAD AT MULLION 1380 lbs. FOOTING AREA REQUIRED 1.0 ft.^2 NET UPLIFT LOAD FROM MULLION 709 lbs. NET UPLIFT FROM ENDWALL X -BRACE 2438 lbs. DESIGN d top 10.0 in. DESIGN d bottom 8.5 in. LENGTH FTG. REQ'D(DL+SN) 1'.0 ft. LENGTH FTG. REQ'D (UPLIFT) 8.7 ft. Mu DESIGN MOMENT (ft.-Ibs.): AREA OF STEEL REQ. AREA OF STL. PROVIDED a= TOP BOTTOM 3725 300 0.20 0.02 0.11 0.01 0.20 0.20 OK OK (A.C.I. FLEXURE TABLES) DK USE -112" WIDE BY 12" DEEP FOOTING W/ (1)-#4 TOP AND (1)-#4 BTM. (NO SHEAR REINF. REQ'D) THRUST @ BASE: r,' 2544 lbs. As (GRADE 40) HAIRPIN= 0.00 in.^2 — NO HAIRPINS REQUIRED AT ENDWALL MULLIONS — IF FIBER MESH USED IN SLAB INSTEAD OF WIRE MESH, USE #4 TIE ACROSS SLAB MULLION 'WEDGE -BOLT' ANCHOR DESIGN SPECIAL INSPECTION (Y/Ni? N ANCHOR DIAMETER: 0.63 ANCHOR LENGTH: 5.00 # OF BOLTS AT FRAME BASES: 2 MULLION MAX. TENSION: 709 MULLION MAX. SHEAR: 2544 X -BRACING MAX. TENSION: 2438 X -BRACING MAX. SHEAR: 1386 EDGE DISTANCE TOWARD SLAB EDGE: 5.00 'X' BOLT SPACING: 8.00 COMBINED LOAD % (MULLION): 0.56 COMBINED LOAD % (X -BRACING): 0.76 MAX. COMBINED LOAD % = 0.76 10/12/2005 in. O in. 5/8" DIAM. X 5" 'WE DG E -BOLT' BOLT m W J CAPACITIES (5`' MIN. EMBEDMENT):°D m lbs. UNREDUCED TENSION (lbs.): 2440 i u? lbs. UNREDUCED SHEAR (lbs.): 4200 1 w lbs. BASED ON SPACINGS, Q lbs. REDUCED TENSION (lbs.): 2245 > in. REDUCED SHEAR (lbs.): 3192 in. (UNREDUCED TENSION VALUES INCLUDE A 1/3 INCREASE FOR WIND LOADS, UNREDUCED SHEAR LOADS DO NOT) USE --> (2) - 5/8" DIAM. POWERS 'WEDGE - BOLTS' WITH 5" EMBEDMENT (SPECIAL INSPECTION IS NOT REQUIRED) USTG1604 Jaster.xls Endwall Slab Edge Fdn. -- Page C9 r ASK4 Engineering, Inc. CLEARSPAN FRAME ANALYSIS: Analysis/Design Software: RISA -2D version 5.5. by RISA Technologies Overall Nominal Frame Width (ft.): 24.00 Nominal Frame Eave Height (ft.): 11.00 Roof Pitch (?:12): Gambrel Style Frame Tributary Width (ft.): 10.00 Roof Snow (or Live) Load (psf): 20 Wind Speed and Exposure: 85 C (WITH DOUBLE FRAME MEMBERS AND CONNECTIONS, RISA OUTPUT IS FOR HALF LOADS ON SINGLE FRAME MEMBERS) N#/ JOINT LABEL (.SEE RISA AMfiLYS.S RQ.:2- (M�).' —> tv1E`MB'ER LABEL.(SEE RISA' ANALY:SISc PG 2} F:R M E �1-a DE AN D:M'E'N1 B E.R` D I�G:R�1N1 9/16/05 USTG1604 Jaster.xls Gambrel Diagram - Page 1 Company ASK4 Engineering October 12, 2005 Designer sml 2:06 PM Job Number : Checkec By: Joint Coordinates Joint Label X Coordinate Y Coordinate Joint Temperature (ft) ft IF) Member Data Shape / Material Phys End Releases End Offsets Inactive Member Label I Joint J Joint Rotate Section Set Memb I -End J -End ]-End J-Eed Code Length (rlonmoc\ Cot TMA AVM AVM (inl (im (ft\ M1 N1 N3 T- EC1 -T N2 0 1 7.7 1 0 N3 0 11 0 N4 1.382908 ; 14.10605 ' 0 N5 ! 2.765815 17.21211 0 N6 3.457269 18.76513 0 N7 I 5.015815 I 19.39483 I 0 N8 9.691454 ! 21.2839.1---...-! 0 1 N9 11.25 1 21.9136 0 1 N10 1 12.80855 21.28391 j 0 1 N11 1 17.48418 1 19.39483 I 0 N12 19.04273 1 18.76513 0 1 N13 19.73418 1 17.21211 ! 0 N14 21.11709 14.10605 0 N15 22.5 11 I 0 N16 ( 22.5 1 7.7 0 N 17 1 22.5 1- -- 0 0 Member Data Shape / Material Phys End Releases End Offsets Inactive Member Label I Joint J Joint Rotate Section Set Memb I -End J -End ]-End J-Eed Code Length (rlonmoc\ Cot TMA AVM AVM (inl (im (ft\ M1 N1 N3 T- EC1 -T STL Y I PIN I I 11� M2 1 N3 N6 ! SEC1 I STL Y ! PIN 1 1 7- 8.5 M3 N6 N9 I SEC1 1 STL Y 1 I .55 1 8.405 I M4 N9 N12 SEC1 ! STL Y 1 PIN 1 1 8.405 M5 ! N12 N15 I SEC1 I STL Y 1 PIN , 1 8.5 M6 ( N15 N17 SEC1 STL Y.. PIN - i 1 11 M7 ! N2 N4 SEC2 STL PIN PIN 6.554 M8 - N5 N7 SEC2 ' STL. PIN PIN 3.135 M9 N8 N10 SEC2 STL PIN PIN 1 3.117 1 M10 N11 N13. SEC2 STL PIN PIN 1 3.135 I M11 N14 N16 I 1 SEC2 I STL j 1 1 PIN ! PIN I I I 16.554 1 Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density -field Stress (psi) (psi) Ratio (per 1015 F) (Ib/ft^3) (ps)I STL 2.9e+7 1.1154e+7 .3 .65 490 1 57000 1 Sections Section Database Material Area SA SA 1(90,270) 1(0,180) Label Shape Label_ in ^2 0( ,180) 90,270 in^4 (n^4) SEC1 10X4C12G STL 1 1.981 Iy 0. 1.2 1 1.2 4.029 _ 3C.917 SEC2 I 4X2.5C16G I STL I .55 ! 1 1 1.2 I 1:2 1 .475 . 1 1. 81 Steel Design / NDS Parameters Member Section Length Lb out Lb in L_comp Cb Sway Label Set le out le in le bend K out. Kin CH Cm B out in R (ft) (ft) (ft) (ft) M1 ! SEC1 1 11 I 8 �- 8 1. I .8 I 1 ! 0. M2 I SEC1 1 8.5 1 8 ! 8 1. .8 I ! 1! Iy 0. 1 M3 1 SEC1 8.405 8 8 ; 1. .8 ! 1 0. , M4 i SEC1 8.405 I 8 1 ; 8 1 1. .8 I 1 1 M5 SEC1 8.5 8 I 8 1. .8y 0. M6 SEC1 11 i 8 i 1 8 ! 1. .8 i 1 ! 0. RISA -21D Basic Version 5.5b [CA ... \USTG1604 Jaster\24-11-0-5-16-75C-WU TYP.r2d] Page 2 Company ASK4 Engineering Direction Start Magnitude End Magnitude Start Location October 12, 2005 M2 Designer sml - Ib( /ft, F)_ (Ib/ft, F) (ft or %L 2:06 PM _ _. Job Number : -15 0 -15 j Checked By: 0 Steel Design / NDS Parameters (continued) _ --- --- Y j --- - - ------ -- -! -15 - -- I--- --- Member Section Length Lb out Lb in L_comp M4 ( Cb Sway 5 Label Set le out le in le -bend K out K in CH Cm B out in R 16.546 16.546 0 (�T M6 j X 1 -15 0 M7 SEC2 6.554 _-. 0._-. 1. 1. r I i 0. M8 SEC2 j 3.135 ! 1. 1. ! I j 0. M9 SEC2 3.117 1 0. , M10 j SEC2 j 3.135 '; 1. 1. j ! 0. L _ Mil __ _.. SEC2.. _-�. 6.554 .- ' ----- ,-- - ------ __ 1� _ : . v_ i _ ( 0. - Member Direct Distributed Loads. Cateaory : DL. BLC 1 : ROOF DEAD Member Direct Distributed Loads, Cateqory : SL, BLC 2: ROOF SNOW Member Label Member Label Direction Start Magnitude End Magnitude Start Location End Location M2 j° Y ( (Ib/ftpI( - Ib( /ft, F)_ (Ib/ft, F) (ft or %L (ft or %) _ _. M2 Y ! -15 0 -15 j Y 0 I -24.404 1 Y M3 � _ --- --- Y j --- - - ------ -- -! -15 - -- I--- --- . 0 -- - �---- 0-- ----- M4 Y M4 ( Y -F----71 5 _ 0 -- _7_15 15 0 _--- 0 1 0 I M 5 j Y 16.546 16.546 0 --- M6 j X 1 -15 0 - =15 --- �.-.- 0 .. _-. 0._-. Member Direct Distributed Loads, Cateqory : SL, BLC 2: ROOF SNOW Member Label Direction Start Magnitude End Magnitude Start Location End Location M2 j° Y ( (Ib/ftpI( /- F) ft or % (ft or M4 Y 00 j -74.175 0 0 0 Y ---- - M 3 I -24.404 1 Y 0 0 0 0 21.335 I 21.335 j 0 _ M4 M4 Y 0 _ 0 _ 0 -- -1-----._0 j 0 37.163 37.163. j 0 1 0 I M 5 j Y 16.546 16.546 0 0 Member Direct Distributed Loads, Category : RLL, BLC 3: ROOF LIVE Member Label Direction Start Magnitude End Magnitude Start Location End Location /Ih/ff G1 /Ih/H M /f+ - O/_1 /H - 0/_1 I M2 Y -24.404 -24.404 0 �0 M3 j° Y ( -74.175 -74.175 - 0 0 M4 Y j -74.175 j -74.175 0 0 M5 Y -24.404 I -24.404 1 0 j 0 Member Direct Distributed Loads, Cate -gory: WL+Y, BLC 7: WIND -OUT Member Label Direction Start Magnitude End Magnitude Start Location End Location Ilh/ff F1 /Ih/ff M /ff - 0%1 Iff - 0/ 1 M1 X 65.088 65.088 0 0 M2 I X 59.461 59.461 0 0 M2 Y -26.474 -26.474 0 I 0 M3 X -27.43 -27.43 0 0 j M3 Y j 67.892 67.892 0 0 M4 X j 21.335 I 21.335 j 0 1 0 M4 Y 52.805 52.805 0 0 M5 X 37.163 37.163. j 0 1 0 I M 5 j Y 16.546 16.546 0 0 M6 j X 1 40.68 40.68 0 j 0 Member Direct Distributed Loads, Cate -gory: WL -Y, BLC 8: WIND -IN Member Label M 1 Direction X Start Magnitude (Ibft, F 65.08865.088 End Magnitude _ (Ib/ft, F)(fes Start Location or %) j 0 End Location -ft or %) 0_� M2 j X 59.461 59.461 0 1 0 i M2 j Y I -26.474 -26.474 00 M3 I X , 9.143 i _9.143 0 0 _ _ M3 M4 ! Y X ' -22.631 21.335 -22.631 21.335 ! 0 I I 0 0 0 M4 _ M5 Y X _ 52.805 _ 37.163 52.805 _ 37.163 ' 0 ! I 0 I 0 0 RISA -2D Basic Version 5.5b [C:\ ... \USTG1604 Jaster\24-11-0-5-16-75C-WU TYP.r2d] Page 3 Company ASK4 Engineering I X - 0 -- - 0 j----- October 12, 2005 Designer sml M2 X 0 2:06 PM Job Number : r 0 M2 =Y I Checked By: Member Direct Distributed Loads, Cate_qorV : WL -Y, BLC 8 (continued) M3 Member Label Direction Start Magnitude End Magnitude Start Location End Location _ M3— . (Ib/ft, F) (ft 2r or -- - M5 Y -- — 16.546 ---- -L/ft, - 16.546 _... _ .06) 0 _ _ft 0 M6 X 40.68 j 40.68 0 0 Member Direct Distributed Loads, Cate -gory: EL, BLC 9: EARTHQUAKE Member Label Direction Start Magnitude End Magnitude Start Location End Location F) ..... _. -- �ft or. %)- _ (ft or%) -- M1X. 5 5 0 0 Member Direct Distributed Loads, Category : WLY, BLC 10: WIND OUT ROOF Member Label Direction Start Magnitude End Magnitude Start Location End Location (1h/ft F1 /Ih/ft F1 /ff - 041 Iff - °%\ M1 I X - 0 -- - 0 j----- _ M2 X 0 0 0 r 0 M2 =Y I -26.474 -26.474 0 I 0 1 M3 I X' j 0 0 0 j 0 _ M3— . i Y - 67.892 j 67.892 j 0 !_ 0 M4 X i .�--- _ —_ — ---Q -- - , 0 0 M4 Y 52.805 52.805 j 0 I 0 M5 X I 0 0 0 0 M5 Y 16.546 ; 16.546 I 0 0 - M6 X 0 j 0 0 0 Load Combinations Num Description Env WS PD CD BLC Factor BLC Factor BLC Factor BLC Factor L 1 DEAD LOAD ONLY j y j I 1 1 DL j 1 1 j 2 FLOOR LIVE LOAD ONLY y.1 I LL 1 j I I I I I I I j 3 I _ DL FLL I Y 1 DL 1 1_1 LL 1 1 i I 4 I UBC 12-12 a j j 1 DL ( 1 j LL j 1 j RLL j 1 I I li 5 I UBC 12-12 (b) y j j j 1 DL 1 I LL 1 SL 1 ! I 6 j UBC 12-13 a jy 1 DL j .75 j LL j .75 WL+Y I .75 I I I I I I L 7 j _UBC 12-13 (b) Y 1 L j 1_ DL I .75 j I I LL j .75 ( WL -Y I .75 I 8 j UBC 12-13 c j } j 1 DL I .75 I LL .75 j EL I .75 I j I i j i j 9; __ -_UBC 12-13 UI j 1 1 _ D_ L 1 _75 j LL .75 j EL I -.75 10 UBC 12-14 a I j ; I 1 DL ! .75 ; LL .75 WL+Y .75 i SL I .375 i I I I I } 11 UBC 12-14 (b) j y ; I I 1 DL _75 1 LL i .75 I WL -Y I .75 j SL j .375 12 I UBC 12-15 a iy 1 DL .75 ; LL .75 ! SL j .75 j WL+Y .375 i i I I I j IL-IJtU/ Y I uL /J LL ./0 JL ./J VVL-T .3/0 ! I I I I RISA -2D Basic Version 5.5b [CA ... \USTG1604 Jaster\24-11-0-5-16-75C-WU TYP.r2d) Page 4 Company ASK4 Engineering Designer sml Job Number : Y Force Moment __ _ _ ___Qb)_ _N1 ~� (-max 1 188.121 Lc (Ib)_ Lc - (Ib-ftLc 4 1084.426 1 4 1 0.000 1 1 min i-911.803 1 7 1-645.004 1 6 1 0.000 1 1 i 4 1 0.000 1 1 1 N17 ;maxi 76.8249 October 12, 2005 2:06 PM Checked By: Load Combinations (continued) 4! 643.315 1 7 1034.665 1 4 1 F I min 1-645.004 1 6 1-188.121 1 4 1-4276.5361 7 1 4 ' max 19464.148 ! min 1-1820.351 , Num - _Description 14 _` _UBC 12-16 (a) Env WS y PD CD 1 _._ BLC DL Factor. ! 75 BLC_ LL Factor 75 BLC SL.76-1,'EL Factor BLC Factor -- -- ; 75 ! 15 UBC 12-16 b --- - -- _ _ 1 DL 75 LL 1 75 - EL -.75 16 UBC 12-16-1a ! 1 DL I .75 i EL .75 min !-1234.563; 6'-1120.0221 6 0 1 L17 - UBC 12-16-1 (b). Y .: - ' -1 --- DL _...._ X75 EL -.75 1_8j ______UBC 12-13 (c) i... _. .� . !- 1_ _ DL ; .75 ! LL ;-.75 ; WLY I .75 I ! Envelope Reactions Joint Label X Force Y Force Moment __ _ _ ___Qb)_ _N1 ~� (-max 1 188.121 Lc (Ib)_ Lc - (Ib-ftLc 4 1084.426 1 4 1 0.000 1 1 min i-911.803 1 7 1-645.004 1 6 1 0.000 1 1 i 4 1 0.000 1 1 1 N17 ;maxi 76.8249 -I min 68.879 _1084.426! 7 I 0.000 i 2 1 0.000 1 1--1 Reaction Totals : -317. Envelope Member Section Forces Member Label Section Axial Lc Shear Lc Moment Lc (lb) _ lbw - M1 1 1; max_1 1084.426 14 i 911.803 I, 7 1 0_ _ j 1 1 I •- I CAL f1l1A rC AOA 4r14 I A r A A 2 max! 1084.426 1 4 ► 777.559 1 7 ! 517.332.' 4 I I min ,-645.004 6 188.121 '14 1-2322.8411 7! 1__3 _1 max 11084.426 ! 4! 643.315 1 7 1034.665 1 4 1 F I min 1-645.004 1 6 1-188.121 1 4 1-4276.5361 7 1 4 ' max 19464.148 ! min 1-1820.351 , 7 1 438.949 ' 4 11207.109 ! 4 1-1635.312 7 1-4681.6951 4 7-1 -1113.734 I M3 1 1 1 max 19143.675 1 7 13146.847 1 7 1 0 ! 1 1 5 1 max'�994464.148 1 7' 438.9_49 1_4 I min 1-1620.351 4-1769.5561 ! 0 1 7 1 0 -( 1 1 1 1 M2 1 1 max 19365.6711 7 12232.8561 7 0 1 1 j min 1-294.263 6 i-772.086 i-4939.7151 I min 1 -1841.51 1 4 1-339.4061 4 0 1 1 1 2 1 max 19343.831 1 7 12119.3991 7 757.423 11 4 1 1 min -1918.004 4 1 -373.464 1 4 -4624.267. 7 1 3 max 914.198 1 4 1 201.104 1 4 11069.8881 4 1 min 1 -762.8571 6 1 -197.4181 6 -7238.3231 7 1 4 1 max 1 837.703 1 4 167.046 1 4 1 981.996 1 9 1 I min 1 -784.696 1 6-310.876 1 6 -6957.6121 7 1 5 max 18763.399 1 7 1 567.921 1 9 1 0 1 1 -1113.734 I M3 1 1 1 max 19143.675 1 7 13146.847 1 7 1 0 ! 1 1 I I min 1-1195.6651 9 1 -365.134 1 9 1 0 1 1 1 1 2 I max 1I384.995 1 4 1 450.714 4 1 559.709 ( 9 min 1-294.263 6 i-772.086 i-4939.7151 7 i 3 gl?xj 314.804 4 ;_276.986 1 4' 249.545L 9 ! ' I min 1-303.118 I -802.607 7 1-3316.7271.7 L 4 ! max 124_4.614 4 1 119.166 1 9 0 1 2 I min 1-311-973 16 ; -862.988 1 _1 7 ! -1933.606' 4 ' 5 max: 3072.252 14 51.924 6 0 ' 1 ' min :-1666.1031 ! _ 4 0 1 I M4 1 1 1 max 13072.252 1 4 1 1241.2721 4! 0 ! 1 I min !-1234.563; 6'-1120.0221 6 0 1 RISA -21D Basic Version 5.5b [CA ... \USTG1604 Jaster\24-11-0-5-16-75C-WU TYP.r2d] Page 5 Company ASK4 Engineering October - 2, 2005 Designer sml 2:06 PM Job Number : Checked By: Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear Lc Moment Lc (lb) (lb) (lb) i min ;-3125.411 2 1 max'! 429.923 7 96.166 9 2081.37 i 7 1 min ': -17.359 9 -809.182: 7 ; -1933.61 4 3 1 max ! 438.778 7 71.298 ! 9 1 3710.341 7 min !-15.809 9 i-741.349 ; 7 1-1534.13 1 4 ! 4 1 max ! 447.633 7 46.429 9; 5196.784 ' 7 1 1 min -14.259 9'-673.516 1 7!-779.04 9 5 ! max It 1231.39 9 ! 3285.387 ; 7 I 0 ! 1 I min !-9111.49: 7;-484.385 1 9 1 0 i 1! ------------ M5__-! 1 I 1 _ 1 max' 1222.27 ' min -8836.485 9 506.956 ' 7 -3966.05 1 9 7 0 1 0 1 1 ! 2 i_Max 837.703 4 0 2_ ' 6734.101 ! 1 ! min ' -5.52 9 -167.047 4 1 -846.596 ! 9 I 31 max ; 914.198 4 0 2► 6810.442 ' 7 J I min 0 1 2-201.104 i 4(-806.598 9 4 !max! 90_0.64_9 I,--9 1 1991.3871 7 1 4290.257 Amin '1-8479.081 ! 7 1 -226.153 9 1 -498.64 97 5 !max 1 919.247 ! 9 ;_2046.497 ! 7 1 0.1 I minim -8457.241 1 7 1 -243.156 i 9 1 0 �1 M6 1 i 1! max 1 938.674 1 9 1 151.759 1 9 1 0 1! 1 min '-3125.411 ! min 1-8558.458 7 1-1570.3121 7 1 0 1 1 2 I max 1 938.674 1 9! 141.447 ' 9 14202.992 1 7 1 1 min 1-8558.458' 7!-1486.41 17 1 -403.159 11 9 1 3! max 11084.426 1 4 1 601.074 1 7 1 3767.349 1 7 1 ! min I 0 ! 2 1-56.201 1 9 1-365.816 1 9 1 4! max 1084.4261 4 1 684.977 1 7 1 1999.0331 7 1 1 min 1 0 1 2 1 -66.513 1 9 1-197.085 1 9 1 5 1 max 11084.426 ! 4 1 768.879 1 7 1 0 1 1 1 min 1 0 1 2 1-76.824 1 9 1 01 1 1 1 M7 1 ! max 2971.69 ! 44 �_ 0 �I min -10162.261 7! 0 1 1 (� 0 11 1 0 1 1 I 2 1 max 1 2971.69 4� _ 0 1 1 1 0 1 1! min !-10162.261 7 1 0 1 1 ! 0 1 1 ! max ! 2971.69 1 4 1 0 1 1 1 0 1 1 I 1 1 mini 10162.26 i 7 1 0 1 1 1 0 i� 4' max 2971.69 1 4 1 0 ! 1 1 0 L-1 --II min 1-10162.261 7 1 0 1 1 1 0 1 1 1 1 5 1 max 12971.69 1 4 1 0 1 1 1 0 1 1 1 min -10162.2617 1 0 1 1 0 1 1 M8 11 1 max 11436.6181 9 1 0 1 1 1 0 1 I min 1-10163.3351 7 1 0 1 1 1 0 11 2 1 max 11436.6181 9 1 0 1 1 1 0 1 min 1-10163.3351 7 1 0 1 1 1 0 11 3 1 max 11436.618 1 9 0 1 1 0 1` min 1-10163.3351 7 1 0 1 1 1 0 11 4 1 max 11436.618 1 9 1 0 1 1 01 I min 1-10163.335 1 7 1 0 1 1 1 0 1 1 5 !max 11436.618 1 9! 0 i 1 1 0 1 1 1 I min 1-10163.335 1 7! 0 1 I 0 1 M9 _ 1 1 i max 1 1450,926' 6. 1-- 0 - -1. 1 -1 0- - 1-1 1 i min ;-3125.411 ; 4; 0 1 1 i 0 1 1 1 2 max 1 1450.9261 6 i 0 1 1 0 1 1 min -3125.411 ! 4 i _1 0 1 1! 0 1 1 3 max' 1450.926' 6 0 i 1 1 0 1 . min ,-3125.411 4 0 1, 0 1 i 1 4 max: 1_450.926 6 0 1 0 1 min '-3125.411 4 i 0 ! 1! 0 -I �5 . max _ 1450.926 6 0 1 0 1 RISA -21D Basic Version 5.5b [C:\...\USTG1604 Jaster\24-11-0-5-16-75C-WU TYP.r2d] Page 6 Company ASK4 Engineering 1 11 0 7 7' 7 --- -- -- - C5.2.1-1 05.2:1-1 1 C5.2.1-1 M4 October 12, 2005 Designer sml .322 _ X8.405. , 7 C5 1 .1:=1 M5 2:06 PM Job Number : I 0 1 7 C5.2.1 -1 Checked By: 8nvelope Member Section Forces, (continued) 3:208 — T -.''.154 .154 0 Member Label Section Axial Lc Shear Lc Moment Lc 0 7 .000 0 1 C5.1.1-1 M8 `: 549 -8-- I_ 0 min .-3125.4111 4 1 0 1 0 1 M9 .166 M10 1 1 max 1, 10328.9221 7 1 0 1 1 0 1 1 G. 1 min 1-1343.0421 9 1 0 1 1 1 0 1 .000 0. 2 J max 110328.9221 7 1 0. i 1 1 0 ! 1 min 1-1343.042! 9 1 0 1 1 1 0 1 1 3 1 max 110328.9221 7 1 0 11 ' 0 1 1 ! min 1-1343.0421 9 1 0 1 1 1 0 1 1 1 4 1 max ;10328.9221 7' 1 0 1 1 I 0 1 1 j 1 min 1-1343.0421 9 1 0 1 1 1 0 1 1 5; max 110328.9221 7 1 0 ! 1 ':. 0 1 1 1 1 min 1-1343.0421 9 1 0 1 1 ! 0 i 1 M1 i 1 max 19494.984 1 7 1 0 ' 1 I ;min !-887.791 1 9 0 2! max 9494.984 1 7 1 —� 0_ _1 _i.--_- 0 --I !�1 min -887.791 9 0 11 i 0 1� 3 Lmax ! 9494.984 1 7 1 0 11 ;. 0 ► 1 min -887.791 9 0 j 1 1 0! 1 1 4 1 max 9494.984 1 7 0 1 1 L 0__ 1 11 ! min !7.791 9 -88 0 1; 0 -I 1 5 I max 9494.984 1 7 0 1 1 1_ 0 1 1 I min 1 -887.791 1 9 1 0 1 1 1 0 1-1 I Envelope Member ASD ANSI 99 Code Checks Label Code Chk Loc Shear Chk Loc ASD Eqn. Message• rfll I r /f}1 I , M1 .752 M2 876 M3 .719 d -- --------y, i 7.792 7 .173 3:365 7 4018.5_ 1.663 7 .309 1 11 0 7 7' 7 --- -- -- - C5.2.1-1 05.2:1-1 1 C5.2.1-1 M4 .443:. 6.741 T .322 _ X8.405. , 7 C5 1 .1:=1 M5 .530 4.781 7.389 I 0 1 7 C5.2.1 -1 M6 :404 3:208 — T -.''.154 .154 0 7" `.C5 1 1_1. M7 .541 0 7 .000 0 1 C5.1.1-1 M8 `: 549 -8-- I_ 0 7` 4 000 000 l 0 --- j 0 4 1 C5.1.1=1: M9 .166 C5:1.1-1 M10: .967 0. 7..: 000 G. 1 C5.2:1-1. M11 1.219 0 7 .000 0. 1 1 C5.2.1-1 RISA -21D Basic Version 5.5b [CA ... \USTG1604 Jaster\24-11-0-5-16-75C-WU TYP.r2d] Page 7 ,A IC72-PANFT INSTALL GIRT FLANGE FLANGE AT MI OF X -BRACING TYP., BRACING TO INSIDE GIRTS, PER DETAIL W2 X -BRACING TYP., SEE DETAIL M/2 FLANGE AT MIDSPAN OF SEE DETAIL M/2 GIRTS, PER DETAIL N/2 CONCRETE STEM WALL PER DETAIL R/2 i 2 91PENALL-XTERIOR ELEVATION 3 IPENALL EXTERIOR ELEVATION SCALE: 118" = 1'-0" - 1 SCALE: I/8" = I' -O" B INSTALL GIRT FLANGE BRACING 2 TO INSIDE FLANGE AT MID5PAN C OF GIRTS, PER DETAIL N/2 3 B 2 B TO PEAK { 2 ` ROOF PURLINS ' PER SCHEDULE A [ I ry 2 [ [ I TO EAVE [ [ p z rE WALL GIRTS PER 1 MEMBER SCHEDULE ON SHEET 2—/- T.O. CONCRETE _ ' T.O. SLAB X -BRAG I NG TYP., CONCRETE STEMWALL PER DETAIL R/2 SEE DETAIL M/2 CONCRETE PEDESTAL PER DETAIL 0/2 4 NPNALL INTERIOR ELEVATION40'-0" (51DEWALL) 1 SCALE: l/8" = I' -O" W I ND SPEED: -75 mph 3 5EI5MIG ZONE: 4. WALL GIRTS PER I (L FRAME qFRAME OENDWALL 1 SEE DETAIL MEMBER SCHEDULE ON SHEET 2 B ADD KNEE BRACE (3) FOR STEM . 2 X -BRACING IN ROOF ABOVE (SEE DETAIL M/2) PLACES PER DETAIL B/2W 1 INFO AT DOO [ X -BRACING C ' HEIGHT. AT THIS ENDALL ONLY HEADER B 2 I B o � � R TYP. ® , \ vl STEM / \ TYP. a 0 ( Q JAMBS TO PEAK II' -O" 2 I -�-_ — � PEDESTALS C04X16 2 1, .- ----X 14 -- , ROOF PURLINS STEEL COILING DOOR N�.� #4 004XI6 O3'-0" PER SCHEDULE 1'-0" PA DOOR 3 COLOR SINGLE C04X1(o. L} 1 3'-0" 1'-O" PA DOOR 3 COLOR SINGLE 004XI6 a6'-O" 4'-0" P41NOOIN V 004X18 -' K ADD KNEE 2 SINGLE C04X18 I� w BRACES TO WINDOW SINGLE TO EAVE BOTH ENDWALL 4'-O" WINDOW . SINGLE p COLUMNS AND 6-0" 4'-0" WINDOW SINGLE FULL WIDTH 1 Q 6-0" 4'-0" ; n HORIZ. GIRDER 004X18 11 p '41-011 PER DETAIL V/2 SINGLE 004X18 O 6'-0" '4°-O" WINDOW SINGLE 004X18 13 E 4'-O" WINDOW SINGLE -704X18 1 L� 6'-O" 4'-0" T O CONCRETE SINGLE S/2 WALL 10'-O" 10'-0" 10'-O" 10'-0" W I ND SPEED: -75 mph 3 5EI5MIG ZONE: 4. 71 (L FRAME qFRAME OENDWALL FRAME Rs a3 � 10 13 ENDWALL MULLION FLYBRAGING PER DETAIL K/2 (SEE DETAIL K/2 FOR CLEAR -SPAN FRAME MEMBER •� `max' ---- ---- BRACING REQUIREMENTS) © X -BRACING IN ROOF ABOVE (SEE DETAIL M/2) ri POOK SCHEDULE [ X -BRACING WIDTH HEIGHT. 5 /ROOF PEAK 4 •i HEADER OPENING 1 \ / 1 o � � R TYP. ® , \ vl STEM / \ TYP. a 0 ( Q JAMBS 1 / \ CONCRETE i 2 WALLS 2 II' -O" STEEL COILING DOOR I -�-_ — � PEDESTALS C04X16 2 1, .- ----X 14 -- , 2 T.O. SLAB 9 14 o a o FROJEGT VES16N .C►f I TER I A ROOF SNOW LOAD: 20 psf, (reducible) W I ND SPEED: -75 mph WIND EXPOSURE: G 5EI5MIG ZONE: 4. 501L SEAR I NC-7FRE55URE : 1500 pelf DETAIL KEYS OENDWALL VERTICAL MULLION (SEE DETAIL 0/2 FOR TOP CONN. AND 6/2 FOR BASE CONN) ENDWALL MULLION FLYBRAGING PER DETAIL K/2 (SEE DETAIL K/2 FOR CLEAR -SPAN FRAME MEMBER BRACING REQUIREMENTS) © X -BRACING IN ROOF ABOVE (SEE DETAIL M/2) POOK SCHEDULE DOOR WIDTH HEIGHT. OPENING HEADER OPENING TYPE GIRT JAMBS 101-011 II' -O" STEEL COILING DOOR SEE NOTE 4 C04X16 2 10'-0" 11'-0" STEEL COILING DOOR N�.� #4 004XI6 O3'-0" 1'-0" PA DOOR 3 COLOR SINGLE C04X1(o. L} 1 3'-0" 1'-O" PA DOOR 3 COLOR SINGLE 004XI6 a6'-O" 4'-0" P41NOOIN SINGLE 004X18 (o' -O" 4'-O" WINDOW SINGLE C04X18 I� 6'-0" 41-O" WINDOW SINGLE -704X18 6'-0" 4'-O" WINDOW . SINGLE C04XI5 6-0" 4'-0" WINDOW SINGLE 004X18 1 Q 6-0" 4'-0" x WINDOW SINGLE 004X18 11 6'-0" '41-011 WINDOW SINGLE 004X18 6'-0" '4°-O" WINDOW SINGLE 004X18 13 6'-O" 4'-O" WINDOW SINGLE -704X18 1 L� 6'-O" 4'-0" WINDOW SINGLE 004Xi8 i NOTES: 1) SEE DETAIL V2 FOR DOOR OPENING FRAMING INFORMATION. 2) SIZE OF HEADER GIRT MEMBER TO BE SAME AS SIDEWALL OR ENDWALL! GIRT, A5 APPROPRIATE, PER MEMBER SCHEDULE ON SHEET 2.' 3) ALL 6" DOOR AND WINDOW JAMBS SHALL HAVE 4" WIDE FLANGES, ALL 4" DOOR AND ALL WINDOW JAMBS SHALL HAVE 2.5" WIDE FLANGES. 4) AT OPENINGS NOTED, INSTEAD OF ATTACHING DOOR JAMBS TO HEADER GIRT ABOVE OPENING, ATTACH DOOR JAMBS TO UNDERSIDE OF MEZZANINE GIRDER OR ENDWALL RAFTERS, WHICHEVER 15 APPLICABLE. IN LIEU (.Jr BOTTOM GIRT SHOWN JUST ABOVE EDGE OF SLAB IN DETAIL W2, INSTALL L3x3xi6 ga. BASE ANGLE WITH POWERS 1/4" DIAM. X I LONG MUSHROOM HEAD 'SPIKE' ANCHORS AT 48" O.G. (OMIT AT DOORS) A b TYP. (2) � LOCATIONS I [ BUTTE COUNTY BUILDING DiVisrON APPROVED 1 C.S. FRAME RAFTER Double 1 Din ,12G CEE 2 C.S. FRAME COLUMN Double 10in 12G CEE 3 C.S. FRAME KNEE BRACE Single 4in 16G CEE 4 OF KNEE BRACE BOLTS 4 5 C.S. FRAME APEX BRACE Single 4in 16G CEE 6 # OF APEX BRACE BOLTS 4 71 ENDWALL RAFTERS 1Oin 12G CEE 81 ENDWALL COLUMNS 1Oin 12G CEE 9 ENDWALL VERTICAL MULLIONS Single 12in 12G CEE 10 ANCHOR BOLTS (# PER DETS.) Powers 5/8in x 5in Wedge Bolt 11 ANCHOR BOLT SPECIAL INSPECTION (NOT REQUIRED) 12 EAVE PURLIN 4in 16G CEE 13 TYP. ROOF PURLIN SIZE 4in 16C LGSI ZEE 14 MAIN BUILDING PURLIN SPACING 3.58 ft. Max. 15 TYP. SIDEWALL GIRT SIZE 4in 16G LGSI ZEE 16 MAIN BUILDING SIDE GIRT SPACING 5.42 ft. Max. 17 TYP. ENDWALL GIRT SIZE 4in 16G LGSI ZEE 18 MAIN BUILDING END GIRT SPACING 5.42 ft. Max. 19 X --BRACING STRAP Single 2'+ X 14 ga. STRAP STRUCTURAL -GENERAL NOTES 1. GOVERNING CODE: 1997 UNIFORM BUILDING CODE 2: DRAWING OWNERSHIP: THESE DRAWINGS - ARE THE PROP I PROPERTY OF H TECHI DES GNS PTY. L ENGINEERING TD ENG EE NG SEAL tSN Y V 0 L OLID WHENUI IN I B LD G 1S FABRICATED UNDER THE DIRECTION OF HI -TECH DESIGNS PTY. LTD. DRAWINGS ARE PROVIDED FOR SOLE PURPOSE OF OBTAINING BUILDING PERMITS,. ANY OTHER USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN AUTHORIZATION FROM HI -TECH DESIGNS PTY. LTD. 3. DRAWING SEAL REQUIREMENTS: THESE DRAWINGS ARE NOT VALID UNLESS SEAL IS WET SIGNED BY THE ' ENGINEER. ALL COPIES SHALL BEAR WET SIGNATURE OF ENGINEER. IF A COPY OF THESE DRAWINGS IS DISTRIBUTED WITHOUT THE PROPER WET SIGNATURE. THE DRAWING IS CONSIDERED INVALID. THE DUPLICATION OR COPYING OF THIS DRAWING COULD MEAN THAT THE CONTENT OF THE ,ORIGINAL DRAWING HAS BEEN MODIFIED. THE ENGINEER ACCEPTS NO LIABILITY OR RESPONSIBILITY FOR DRAWINGS WITHOUT A WET SIGNATURE. WET SIGNED DRAWINGS ARE SIGNED IN RED INK FOR EASE OF DETERMINING VALIDITY OF SIGNATURE. 4. CONTRACTOR_ RESPONSIBILITIES: CONTRACTOR SHALL VERIFY AND CONFIRM ALL EXISTING CONDITIONS AND DIMENSIONS. ASK4 ENGINEERING, INC, (ENGINEER) SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN DRAWINGS AND EXISTING CONDITIONS PRIOR TO START OF WORK. CONTRACTOR MUST SUBMIT IN WRITING ANY REQUEST FOR MODIFICATION TO THE PLANS AND/OR SPECIFICATIONS AND NO STRUCTURAL CHANGES FROM THE APPROVED PLANS SHALL BE MADE IN THE FIELD UNLESS, PRIOR TO MAKING CHANGES, WRITTEN APPROVAL IS OBTAINED FROM THE ENGINEER. SHOP DRAWINGS SUBMITTED TO THE ENGINEER FOR REVIEW DO NOT CONSTITUTE "IN WRITING" UNLESS IT IS NOTED THAT SPECIFIC CHANGES ARE BEING REQUESTED. • IF CHANGES ARE MADE WITHOUT WRITTEN APPROVAL, SUCH CHANGES SHALL BE THE LEGAL AND FINANCIAL RESPONSIBILITY OF THE CONTRACTOR OR SUB -CONTRACTORS INVOLVED AND R SHALL BE THEIR FULL RESPONSIBILITY TO REPLACE OR REPAIR THE CONDITION AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING, SHORING. GUYING, OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING ERECTION. THESE TEMPORARY PROVISIONS SHALL REMAIN IN PLACE UNTIL SUFFICIENT PERMANENT MEMBERS ARE ERECTED TO INSURE THE SAFETY OF THE PARTIALLY ERECTED STRUCTURES. CONTRACTOR IS RESPONSIBLE FOR MEETING ALL LAWS REGULATING THE ERECTION OF STEEL BUILDINGS. THESE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE: BUILDING IS NOT CONSIDERED COMPLETE UNTIL THE INSTALLATION OF ALL COMPONENTS AND DETAILS SHOWN HEREIN ARE INSTALLED ACCORDING TO THE DRAWINGS. 5. ENGINEERING: THE SUPPLYING OF STAMPED ENGINEERING CALCULATIONS -AND DRAWINGS FOR THIS METAL BUILDING DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT ASK4 ENGINEERING, INC. IIS ACTING AS THE ENGINEER OR ARCHITECT OF ,RECORD OR -THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE FOR THE WHOLE OF THE PROJECT. THIS BUILDING HAS BEEN REVIEWED BY ASK4 ENGINEERING, INC. FOR CONFORMITY ONLY TO THE STRUCTURAL DESIGN PORTIONS OF THE GOVERNING CODE. THE BUILDING OWNER IS RESPONSIBLE TO SEEK PROFESSIONAL ADVICE IN ADDRESSING ANY OTHER CODE REQUIREMENTS (INCLUDING, BUT NOT LIMITED T0, FIRE AND LIFE SAFETY, ENVIRONMENTAL., ACCESSIBILITY, OR ELECTRICAL) THAT MAY APPLY TO THIS PROJECT,nPAWIMr'1_, Cf -Al CC " "C.S." CLEARSPAN FOR CONSTRUCTION PURPOSE ON TNG ROXI N E E NOT DRAWL S ARE APP MATE AND INTI D D TO B USED FOR REFERENCE ONLY DO SCALE DRAWINGS BTHESE DOCUMENTS ARE STAMPED ONLY AS TO THE COMPONENTS FURNISHED BY OUTBACK BUILDINGS. IT IS THE RESPONSIBILITY OF THE B PURCHASER TO COORDINATE DRAWINGS PROAADED BY ASK4 ENGINEERING, INC. WITH OTHER PLANS AND/OR OTHER COMPONENTS THAT ARE PART OF THE OVERALL PROJECT. IN CASES OF DISCREPANCIES. DRAWINGS PROVIDED BY OUTBACK BUILDINGS SHALL GOVERN. THE UNDERSIGNED ENGINEER WILL NOT SUPERVISE THE FABRICATION OR ERECTION OF THIS STRUCTURE. ANY OBSERVATION VISITS TO THE ENDWALL RAFTER (PER 2 PROJECT SITE BY THE UNDERSIGNED ENGINEER ARE NOT TO BE CONSTRUED AS BEING INSPECTIONS FOR THE CONSTRUCTION OF ANY ..MEMBER SCHEDULE) COMPONENT OF THIS BUILDING. 12in 12G CEE MEZZANINE A ??' FLOOR GIRDER (WITH 4` 6. INSPECTIONS: I go'. HAUNCH FLANGES) AND (5) 5/8 NO SPECIAL (INSPECTIONS ARE REQUIRED EBY THE GOVERNING CODE ON THIS JOB. ANY OTHER INSPECTIONS REQUESTED BY BUILDING BRACKET (SAME DEPTH A5 DM. A307 BOLTS AT 2" DEPARTMENT SHALL BE AT OWNER'S EXPENSE. O.C. EACH END MEMBERS) _ 7. SOIL REQUIREMENTS: • 1}` ' 4in 14G CEE KNEE BRACEC ALLOWABLE SOIL BEARING VALUE INDICATED ON DRAWING SHEET 1 OCCURS AT 12" BELOW FINISH GRADE, OR EXISTING NATURAL GRADE. OR . 1}" r AT FROST DEPTH SPECIFIED BY BUILDING DEPARTMENT. WHICHEVER IS THE LOWEST ELEVATION. 2 ROUND CONCRETE PIER FOUNDATION EWBEDMENT DEPTHS DO NOT APPLY TO LOCATIONS WHERE ORGANIC OR UNNATURAL FILL EXISTS OR WHERE WALLS OF THE HOLE WILL NOT STAIND WITHOUT SUPPLEMENTAL SUPPORT. iv • t ,'� 8. CONCRETE REQUIREMENTS: �i ALL CONCRETE SHALL HAVE A MIN. 28 -DAY STRENGTH OF 2500 psi. HIGHER STRENGTH CONCRETE MAY BE USED, AT OWNER'S DISCRETION, NOTE: SEE DETAIL K/2 FOR CLEARSPAN FRAME FOR FINISH AND DURABILITY PURPOSES. CLEMENT SHALL COMPLY WITH ASTM C150, TYPE 2, AND SHALL CONTAIN NO FLYASH. 2 COLUMN AND RAFTER FLYBRACING REQUIREMENTS. ALL CONCRETE PLACEMENT SHALL BE PERFORMED IN ACCORDANCE WITH ACI STANDARD 301-89, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", WHICH IS HEREBY MADE A PART OF THESE DOCUMENTS. 1/4" PLATE WITH CONCRETE REINFORCING SHALL CONFORM TO ASTM A615,. GRADE 60 FOR 04 BARS AND LARGER, GRADE 40 FOR #3 BARS. WELDED WIRE TYP. CROSS-SECTION AT C.S. FRAME MESH SHALL CONFORM TO ASTM A185 (Fy "MIN. OF 70 ksi)• LAP SPLICE SLAB EDGE BARS MIDWAY BETWEEN COLUMNS AND MIN. 12'-0" FROM �.4 A3 5/e" REAM.ANY SHEARWALL HOEDOWN. ALL LAP SPLICES TO BE 48 BAR DIAMETERS MIN., U.N.O. TIGHT BOLTS (UPCONCRETE GRADE BEAMS, THICKENED !SLAB EDGES, PIERS, AND SPREAD FOOTINGS SHALL BE POURED ONTO UNDISTURBED, NAIVE SOIL �.; TIGHT TO BOTTOM OF HAUNCH SEE MEMBER SCHEDULE SCALE: NO SCALE s WHICH IS FREE FROM ANY MATERIAL THAT VNILL ADVERSELY AFFECT THE MIN. ALLOWABLE SOIL BEARING PRESSURE SPECIFIED ON SHEET 1. BRACKET) ABOVE FOR f OF 5/8` ` 9. STRUCTURAL STEEL REQUIREMENTS: r ENDWALL' COLUMN 2'-0" DIAM. A307 BOLTS AT ALL STRUCTURAL STEEL SHALL CONFORW TO ASTM A36 (Fy MIN. OF 36000 psi), U.N.O. ALL BOLTS SHALL CONFORM TO ASTM A307, U.N.O. (PER MEMBER EACH END OF KNEE BOLT HOLE DIAMETERS SHALL BE 1/16 LARGER THAN NOMINAL BOLT DIAMETER. ALL INSTALLATION SHALL BE IN ACCORDANCE WITH AISC SCHEDULE) BRACE (2" O.C. MIN., INTERIOR FACT r OF "CODE OF STANDARD PRACTICE`. CAST -IN-PLACE ANCHOR BOLTS, IF SPECIFIED, MAY BE EITHER A307 J -BOLTS WITH STD. BEND OR A36 . 1.5" EDGE DISTANCE) NOTE: -SEE DETAIL R/2 FOR FRAME COLUfNN/MUL•'�ION FRAME COLUMN OR MULLION INFORMATION NOT SHOWN: CONCRETE STEM W.n!_L THREADED ROD WITH A FULLY ENGAGED NUT. .EMBEDMENT SPECIFIED'ON DRAWINGS SHALL BE MEASURED FROM TOP OF J -BOLT BEND OR PER PLAN BEYOND PER PLAN THREADED ROD NUT. IX 12" X 16" CONCRETE 6` WIDE STEM WALL W/ 6" WIDE STEM WALL! NO WELDING IS REQUIRED ON THIS JOB. DWG NO U I PEDESTALS AT COLUMNS V_i (1) #4 BAR HORIZ. O iY BAR HCS Z. 10 LIGHT GAUGE STRUCTURAL STEEL REQUIREMENTS: HORIZu ENDWALL I jI AND 8 - X 18` CONCRETE WCONTINUOUS THROUGH CONTINUOUS TIHRO ;;H ALL LIGHT GAUGE STEEL FRAMING MATERIAL AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN IRON AND • x I COLUMN PEDESTALS AND �I4 COLUMN PIERS ,AND t STEEL INSTITUTE (AISI) "SPECIFICATIONS FORt THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS`. PEOESTALS AT MULLIONS U fI U 'CONNECTION MZGG30 Q N x'!'H_ 4 4 BARS VERTICAL -BARS VERT. CENTERED IN BARS VERT. CENT N3F N ANY WELDING OF LIGHT GAUGE STEEL MAEMBE!?S SHALL BE PERFORMED BY WELDERS HAVING A VALID CERTIFICATE AND CURRENT EXPERIENCE GIRDER CONNECT 0 O r- �-_._ I , IN THE WELDING OF LIGHT GAUGE STEEL. CCERTIF .RTES SHALL BE ISSUED BY AN ACCEPTED TESTING AGENCY. DO NOT DRILL OR NOTCH - POUR '1r . '#' X N WAL_L'0 48 �z "' - (3" CLEAR OF PEDESTAL Q POURWALL ® 48" O.C. MEMBERS WITHOUT PRIOR APPROVAL OF THEE ENGINEER. JOINT .I�� SAGES) AND (1)3 HOOP JOINT ALL LIGHT GAUGE STEEL MATERIAL SHALIL HAVE A SPECIFIED MINIMUM YIELD STRENGTH OF 57000 psi. THE GRADE AND ASTM SPECIFICATION TOP.OF COLUMN, TYP. G'BLOCK OUT CONCRE�FINISH �: AT TOP (TERMINATE ENDS - (1)4 TOP AND BOTTOM STEMWALL FOIE D)02(NUMBER SHALL BE INDICATED BY PAINTING, DECAL. TAGGING, OR OTHER SUITABLE MEANS, ON EACH LIFT OR BUNDLE OF FABRICATED ELEMENTS. ° WITH 135' HOOK AROUND O FINISHBARS (WITH 48 BAR OPENING AS REQU'RLD ALL LIGHT GAUGE STEEL MEMBERS WITH A FLhNGE WIDTH OF UP TO 2.5" SHALL HAVE MIN. FLANGE STIFFENER LIPS OF 5/8". LIGHT GAUGE N GRADE ( E IAM MIN. LAS 0 - STEEL MEMBERS WITH A FLANGE WIDTH OF UP Td 4" SHALL HAVE MIN, FLANGE STIFFENER LIPS OF 3 4"• COMMON BAR GRAD _ ��� D ITER P •� / 14 g0. X 3` TALL ��_1 %x ) CV x' x •a SPLICES) - 1 ALL FASTENERS IN LIGHT GAUGE MATERIAL SHALL BE SPACED NO LESS THAN 3 BOLT DIAMETERS BETWEEN CENTERS. DISTANCE FROM BENT U -PLATE EDGE ti { M n FASTENER CENTER TO THE END OR EDGE OF ANY LIGHT GAUGE MEMBER SHALL BE MIN. 0171.5 BOLT DIAMETERS. ALL BOLTS SHALL CONFORM PURLIN BRACKET �Uk Ilk_ • •.a r' (!-;il�' F=i., 111- TO ASTM A307. ALL REFERENCES TO SCREWS CONNECTING MATERIA. THICKER THAN 20 ga. SHALL BE /14-20 SELF -DRILLING TEKS SCREWS. Z I� l.. Ir l ' • IFI 4" CONCRETE SLAB WITH C7 j DECIMAL THICKNESSES, ACCORDING TO NOMINAL GAUGES, SHALL MEET OR EXCEED THE FOLLOWING: I i #4 BARS EACH WAY 0 18" i .i UNDISTURBED NATNE SOIL = NOTE: CONCRETE PEDEAL Z Z O.C. WITH 12" MIN. LAPS 0 GAUGE NO. DECIMAL THICKNESS, IN. GAUGE NO: DECIMAL THICKNESS, IN. GAUGE NO. DECIMAL THICKNESS, IN. 2) X14 TEKS' :' ° . }'� (ANY OVER -EXCAVATION •� • SPLICES {OR 6 x 6-W1.4 x INSTEAD OF 6" C0INCFL;C w < 12 0 105 T6 0.057 20 0.036 SCREWS IN I L i. 1 . MUST BE BACKFILLED J j� STEMWALL AT SIM. CONDI ION . 0.070 t8 : 0.048 EACH LEG OF U EITHER WITH 2000 PSI U - W1.4 WELDED WIRE MESH 00 14 2n At+ BRACKET _ CONCRETE OR WITH CLEAN _ WITH 6` LAPS 0 SPLICES) O 't 11. STEEL ROOF AND WALL PANELS (CLADDING): SINGLE, r SEE AT SLAB CENTERLINE = O CEE M 1 Z" PLAN SAND THOROUGHLY M 12n SEE DETAIL R/2 OR O p LIGHT GAUGE STEEL ROOF AND WALL PAINELS SHALL CONFORM TO THE SPECIFICATIONS OF THE STEEL DECK INSTITUTE AND HAVE A MIN: ' COLUMN COMPACTED BY TAMPING IN POUR FOOTING DIRECTLY INFORMATION NOT SH e"J. Q cr YIELD THICKNESSES, ACCORDING TO NOMINAL GAUGES, SHALL MEET OR EXCEED THE FOLLOWING: I DOUBLE CEE LAYERS NOT MORE THAN 8" ONTO UNDISTURBED NATIVE Of w COLUMN IN DEPTH) SEE I PIAN SOIL (BOTTOM TO BE AT GAUGE NO. DECIMAL THICKNESS, IN. GAUGE N0. DECIMAL THICKNESS, IN. GAUGE NO. DECIMAL THICKNESS, IN. -. OR BELOW FROST LINE, 22 0.0299 26 0.0179 29 0.0135 CONSULT BLDG. OFFICIAL) 24 0.0239 28 0.0149 30 0.0120 DWG NO OWG NO DW SEE DETAILS H/2 AND 1/2 FOR ROOF A1ND WALL PANEL FASTENER TYPES AND SPACINGS. 36`3B. NOTE: INSTALL FLYBRACING AS SHOWN AT ALL CLEARSIP"I NOTE: INSTALL FLYBRACING AS SHOWN AT ALL CLEARSPAN FRAME COLUMNS AND RAFTERS. ATTACH TO GIRT AT NO FRAME COLUMNS AND RAFTERS. ATTACH TO GIRT AT NO TOP PANEL AT SIDE. LAP TOP PANEL AT SIDE LAP !I HIGHER THAN 8' ELEVATION ABOVE FOUNDATION AND SPICE AT HIGHER THAN 8' ELEVATION ABOVE FOUNDATION AND SPACE AT VIEW FROM OUTSIDE OF BUIL (11NG - - - - I ---------------------BOTH COLUMNS AND RAFTERS AT NOT MORE THAN 8' Cr O.C. ANTI -SIPHON GROOVE {LOCATE 7 2" ------ - UNDER ADJACENT PANEL) L - BOTH COLUMNS AND RAFTERS AT NOT MORE THAN 8'-0" O.C. L SINGLE OR DOUBLE '(NESTED) 'HEADER GIRT' WALL GIRT OR (2)14 'TEKS WALL GIRT OR ' WyALL GIRT II PER DOOR SCHEDULE ON SHEET 1 (ADD JUST ROOF PURLIN SCREWS PER! ROOF PURLIN (2) X14 'TEKS' STRAP TYPE END SCREWS LAVE- PURLIN BRACKET- go. STRAP DING N0 EPB42 O COLUMN/MULLION DETAIL L4)-#14 SCREWS I F-001 go. STRAP 4 14 SCREWS R ALT. STEM WALL FOUNDATION F-002 • • S BLOCK-OUT AT LAN G "° DOOR DETAIL DBL `11 go. HAUNCH . (8) 5/8"4 A307. ' BOLTS PER BRACKET 1/2` OF N FRAME MEMBER � . (SINGLE SN )N, PEDESTAL • ' - DETAIL • FLANGES, TYP: DOOR OP NINGS 36`3B. NOTE: INSTALL FLYBRACING AS SHOWN AT ALL CLEARSIP"I NOTE: INSTALL FLYBRACING AS SHOWN AT ALL CLEARSPAN FRAME COLUMNS AND RAFTERS. ATTACH TO GIRT AT NO FRAME COLUMNS AND RAFTERS. ATTACH TO GIRT AT NO TOP PANEL AT SIDE. LAP TOP PANEL AT SIDE LAP !I HIGHER THAN 8' ELEVATION ABOVE FOUNDATION AND SPICE AT HIGHER THAN 8' ELEVATION ABOVE FOUNDATION AND SPACE AT VIEW FROM OUTSIDE OF BUIL (11NG - - - - I ---------------------BOTH COLUMNS AND RAFTERS AT NOT MORE THAN 8' Cr O.C. ANTI -SIPHON GROOVE {LOCATE 7 2" ------ - UNDER ADJACENT PANEL) L - BOTH COLUMNS AND RAFTERS AT NOT MORE THAN 8'-0" O.C. L SINGLE OR DOUBLE '(NESTED) 'HEADER GIRT' WALL GIRT OR (2)14 'TEKS WALL GIRT OR ' WyALL GIRT II PER DOOR SCHEDULE ON SHEET 1 (ADD JUST ROOF PURLIN SCREWS PER! ROOF PURLIN (2) X14 'TEKS' STRAP TYPE END SCREWS 1.5` X 16 -X1 go. STRAP 3 14 SCREWS 2 6 go. STRAP L4)-#14 SCREWS 1.5" X 14 go. STRAP 4 14 SCREWS 2" X 14 go. STRAP 6 14 SCREWS t 3J4• 9` i 1 1/2` ATTACHED TO 1 t� BELOW EAVE PURLIN IF NECESSARY), CONNECT CONNECTION SCREWS CLEARSPAN FRAME (OR X -BRACING STRAP (SEE I, - DOOR JAMB II TO JAMB WITH 2'X2 X14 go. ANGLE WITH (3) ENDWALL) COLUMN OR 'MEMBER SCHEDULE' #10-16 X 1` SCREWS WITH NEOPRENE WITH CUP 1 �I 114 SCREWS AT EACH LEG, CONNECT ENDS RAFTER, OR ENDWALL ABOVE FOR STRAP TYPE), t X12-14 CREST -FIXING SCREWS WITH NEOPRENE WASHER ADJACENT TO EVERY HIGH RIBS PER t II TO FRAME/MULLION PER DETAIL D/2 . VERTICAL MULLION ATTACH TO OUTSIDE FACE WASHER AT 18' O.C. MAX. AT HIGH RIBS AT DETAIL E/2 I I OF COLUMNS AND AT EAVE PURLIN (AT EMERY OTHER i I 'DOOR JAMB' PER DOOR SCHEDULE ON SHEET 1 INTERIOR PURLINS (AT 9" O.C. AT TOP PURLIN JAMB S TO I HIGH RIB AT .ALL GIRTS) ( ,y�g STIFFENER �I (MAY BE TURNED WITH OPEN SIDE TO DOOR) COLUMN OR RAFTER /� typ. ,`yQ • MULLIONS AND TOP' OF AND EAVE PURLIN) UPS) i it 18 GA CEE DOOR HEADER (MATCH �-� COLUMN OR RAFTERS WITH # DIF END 11 DEPTH AND WIDTH OF WALL GIRT). FLYBRACING STRAP •• 40' -SO' RAFTER --�''� 40* -5C• OUTSIDE FACE OF ASCREWS T EACH SPECIFIED ABOVE Metal Sales Manufacturing Corp. I CONNECT PER DETAIL E 2 / MIN. 20 go. 2 -LEGGED 1 Metal Sales Manufacturing Corp. *• INSTALL SAME STRAPPING AS USED FOR X -BRACING ( R FOUNDATION AND/ 1C-72 Panel 26 gb. � MIN. 1 t/2' X 16 go.) NO MORE THAN 8'-O" ELEV. AP7vE FLYBRACING MEMBER WITH 1.5' MIN. OR WALL GIRLS I Classic Rib 29 ga. Ix (t) _ .0657 in a/ft I --- �T` EXTEND JAMB TO 0 NEXT CONCRETE DOWNSLAB AT WINDOWS), LEGS, COPE ENDS FOR ATTACHMENT •• h _ .0733 in 3/ft - IGIRT AT IDN. EE WALL ELEVATIONS F LOCATION S R S ENO 0 x S t O I k AT ! 14 NOTES: Ex (t) +■ .0100 in-4/ft Ix _(b) _ .0060 in-4/ft I I CONCRETE SLAB INSTALL 2'X2ic go. NOTE: IF FLYBRACING ON CLEARSPAN FRAME COLUMN IS � •Sx (t) _ .0151 in-3/ft Sx (b) Ix ((b -.0607 in -/ft I ANGLE WITH (3) X14 SCREWS TO JAMB WEB NOTE: SEE DETAIL L/2 FOR ALTERNATE FLYBRACING I TAIL, t} CONNECT STRAP AT TOP OF ADJACENT COLUMN OR RAFTER IN _ .0124 in 3/ft Sx (b) - .0601 in-3/ft �' AND 1/2` DiAM. x 2.5` LONG 'WEDGE -BOLT' SEE DETAIL P 2 WHEN FLYBRACING NOT POSSIBLE. NOT POSSIBLE BECAUSE S OPEN BAYS AND/OR DOOR SAME MANNER. / LOCATIONS, ADD COLUMN STIFFENER PER DETAIL P 2. 2) INSTALL DOUBLE STRAPS SIDE-BY-SIDE. Fy = BO kaE Fy a 80 ksi ANCHOR TO CONCRETE AT ANGLE C.L. / owc No Dwc No TYPICAL DOOR & DWG No Dwc No ALTERNATE DWG N0 ROOF & WALL owc No H ROOF PANEL. R4 WALL PANEL 2DFR K FLYBRACING DETAIL F R L FBC M SB18 WINDOW FRAMING ! FLYBRACING DETAIL X -BRACING CONNECTION DBL. 10" CEE 8L 11 go. APEX (2) VERTICAL ROWS Of COLUMN/ C.S. FRAME BRACKET AT BOTH (5) 114-20 TEKS DBL TO` CEE C.S. COPE 10 RAFTER RAFTER ��p,� CORNERS (5) x'14-20 TEKS ZEE GIRT OR PURLIN SINGLE COLUMN DOUBLE COLUMN SCREWS AT 1:5" O.C. SCREWS AT 1.5" O.C. PER MEMBER SCHEDULE 4' 16 GA. BRACE • ,x-10" CEE 12_ ga. COLUMN go. BENT PLATE(S)- ;(2) LATES)-;'"-(2) 5/8" DIAM. A307 BOLTS AT 8" O.C.-, INSTALL WALL SIDING SCREW ADJACENT TO STRAP LOCATIONS AT BOTTOM OF EAVE PURLIN ROOF r SAVE PURLIN PURLINS �- --ROOF PURLINS WALL. MIN. 1.5" X 16 go. STRAP AT LOWER GIRTS FLANGE OF PURLINS FROM SIDE-TO-SIDE OF BUILDING (SEE ELEVATIONS FOR LOCATIONS) WITH /10 MIN. SCREW AT EACH PURUN AND AT EACH EAVE PURLIN MIN. 1.5` X .16 ga. STRAP AT INSIDE FLANGE OF GIRTS FROM FDN. TO EAVE PURLIN OR ENDWALL RAFTER (SEE ELEVATIONS FOR LOCATIONS) WITH /10 MIN. SCREW AT EACH GIRT AND TO CAVE PURLIN OR ENDWALL RAFTER BEND OVER GIRT STRAP AND ATTACH TO CONCRETE IDN. WITH 1/2` DAM. "X 2.5" LONG POWERS 'WEDGE -BOLI" ANCHOR (OR EQUAL) WITHIN 1/4' CLEAR TO BEND NOTE. 111�_ WAIL -$TRAP_CANNOT _8E". CONTINUOUS FROM. IDN, TO EAVE BECAUSE OF DOOR OR WINDOW, USE 2GGED FLYBRACING MATERIAL PER DETAIL L/2 IN LIEU OF STRAP. GIRT AND. PURLIN DWG No N FLANGE BRACING PGBBA 12" CEE 12 ga. COLUMN 11 ga. BENT PLATE A307 BL1fAM. BUTTE C UNTY A3O BOLTS 3. AT 8" 0•C. BUILDING IVISION • APPR ED (2) CONCRETE ANCHORS PER BRACKET AT 8" O.C. (SEE SCHEDULE ABOVE FOR SIZE AND TYPE) NOTE: CENTER ALL BOLTS ON BENT PLATE LEGS. DWG NO G BASE CONNECTION BCE15 _.. f dote: e � f 4 t EXP. 3/3 f CA • V _ m .,_Lo m 6� c75 N L U)tn Zm U CJ LO .Q m f �a ULO L0 t� 04 Z Z Q�X __ 0 0 Z _j MO W �:DavCQe 0 MM Q W �1 1'.1 V J V ® W t6 > L0 00► < 2c) J --� ::)W ._I Ii W T a _j i W > r.0 V U)O F -W �fW Q LYl �l) Q z a F -m m o 0 o DRAWN cjh / jtl CHECKED sml DATE 9/16/2005 JOB NO, USTG1604 SHEET OF • FRAME RAFTER (PER 24' % MEMBER SCHEDULE) !� FLANGES �- q- E '� i----�� (ALIGN 1 FROM BEND) (EACH ROW 1 IN FROM EDGE OF 'MFA' BRACKET) CEE EI OR CEE COLUMN ZEE GIRT TO WITHIN - • • COLUMN DBL `11 go. HAUNCH . (8) 5/8"4 A307. ' BOLTS PER BRACKET 1/2` OF N FRAME MEMBER � . (SINGLE SN )N, • ' - BRACKET (SAME DEPTH • FLANGES, TYP: DOUBLE Su. r AS MEMBERS) DBL: CEE KNEE BRACE PER. • /BOLTS MEMBER SCHEDULE ABOVE A307 COPE BRACE FLANGES 70 WITHIN 1/2` OF ' FRAME MEMBER - (OMIT AT ENOWALLS, U.N.O.) • SEE 'MEMBER SCHEDULE _ f ABOVE FOR #_OF•5/8`0 .,...... r .-.,., nr PER BRACKET * ,,. DBL CEE, APEX BIRACE (PER MEMBER e•rurn. a rN unvu M /2"a Ain7 nnI TC APEX BRACKET AT CEE RAFTER PEAK CONDITION SINGLE '12' CEE 12 ga. (SEE DET. 8/2) ENDWALL VERTICAL ry� .........., ..___ , „�.-., 2I/Y' 4 14-20 'TEKS' j () � - SCREWS (TOTAL) INTO T F� \ -7 (2) 114 SCREWS AT reru + rr nr ,x-10" CEE 12_ ga. COLUMN go. BENT PLATE(S)- ;(2) LATES)-;'"-(2) 5/8" DIAM. A307 BOLTS AT 8" O.C.-, INSTALL WALL SIDING SCREW ADJACENT TO STRAP LOCATIONS AT BOTTOM OF EAVE PURLIN ROOF r SAVE PURLIN PURLINS �- --ROOF PURLINS WALL. MIN. 1.5" X 16 go. STRAP AT LOWER GIRTS FLANGE OF PURLINS FROM SIDE-TO-SIDE OF BUILDING (SEE ELEVATIONS FOR LOCATIONS) WITH /10 MIN. SCREW AT EACH PURUN AND AT EACH EAVE PURLIN MIN. 1.5` X .16 ga. STRAP AT INSIDE FLANGE OF GIRTS FROM FDN. TO EAVE PURLIN OR ENDWALL RAFTER (SEE ELEVATIONS FOR LOCATIONS) WITH /10 MIN. SCREW AT EACH GIRT AND TO CAVE PURLIN OR ENDWALL RAFTER BEND OVER GIRT STRAP AND ATTACH TO CONCRETE IDN. WITH 1/2` DAM. "X 2.5" LONG POWERS 'WEDGE -BOLI" ANCHOR (OR EQUAL) WITHIN 1/4' CLEAR TO BEND NOTE. 111�_ WAIL -$TRAP_CANNOT _8E". CONTINUOUS FROM. IDN, TO EAVE BECAUSE OF DOOR OR WINDOW, USE 2GGED FLYBRACING MATERIAL PER DETAIL L/2 IN LIEU OF STRAP. GIRT AND. PURLIN DWG No N FLANGE BRACING PGBBA 12" CEE 12 ga. COLUMN 11 ga. BENT PLATE A307 BL1fAM. BUTTE C UNTY A3O BOLTS 3. AT 8" 0•C. BUILDING IVISION • APPR ED (2) CONCRETE ANCHORS PER BRACKET AT 8" O.C. (SEE SCHEDULE ABOVE FOR SIZE AND TYPE) NOTE: CENTER ALL BOLTS ON BENT PLATE LEGS. DWG NO G BASE CONNECTION BCE15 _.. f dote: e � f 4 t EXP. 3/3 f CA • V _ m .,_Lo m 6� c75 N L U)tn Zm U CJ LO .Q m f �a ULO L0 t� 04 Z Z Q�X __ 0 0 Z _j MO W �:DavCQe 0 MM Q W �1 1'.1 V J V ® W t6 > L0 00► < 2c) J --� ::)W ._I Ii W T a _j i W > r.0 V U)O F -W �fW Q LYl �l) Q z a F -m m o 0 o DRAWN cjh / jtl CHECKED sml DATE 9/16/2005 JOB NO, USTG1604 SHEET OF