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056-170-022
F 056-170-022 PERMIT#97-1848 CHARLTON, Rick & Robyn /b,f Mt. Ranch Rd., Cohasset _ Cont: Gary Lee New Single Family y,Uy�_g z�98 056-170-022 05-1662 CHARLTON, RICK 189 MOUNTAIN RANCH RO, CHICO CONT: BCM CONSTRUCTION SHOP/GARAGE /NAS lG�7lS BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR,INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M - (530).538-7541 FAM (530)538-2140 :.WEBSITE: www.buttecounty.net\dds PERMIT. NO. BP051.662 LICENSED CONTRACTORS` DECLARATION I hereby affirm .under penalty of perjury that -1 am licensed under Issued Date: 07/18/2005 APN: 056-170-022-000 provisions of Chapter 9 (commencing with Section 7000] of Division 3 of the Business and Professions Code, and my license is in full force and effect.Site License Number: S� Address: 189 MOUNTAIN RANCH RD CHI License Class : Map Index: y�� / Date: Contractor. —ill C4Dnf4rl/,' (M A Description: NEW METAL SHOP/GARAGE 1400 SQ.FT. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I' am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Owner: CHARLTON RICK A & ROBYN L Business and Professions Code: Anycity.or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior 211 MTN RANCH RD to its issuance, also requires the applicant for such permit to file a CHICO, CA signed statement that he or she is licensed pursuant to the provisions of 95973 the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): O I, as owner of the properly, or my -employees with-wages�as their` sole compensation, will do the work,' and' the 'structure is not Applicant: BCM CONSTRUCTION COMPANY INC 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 SCOTT JANUARY such work himself or herself or through his or her own employees, 2990 HIGHWAY 32 STE#100 provided that such improvements are not intended or, offered for CHICO, CA 95973 sale. If however, the building or improvements are•sold within one year of completion, the owner -builder will have the burden of (530) 342-1722 proving that he or she did not build or improve for the purpose of sale.). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: BCM CONSTRUCTION COMPANY INC and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 2990 HIGHWAY 32 STE#100 CHICO, CA 95973 Date: Owner: (530) 342=1722 WORKERS' COMPENSATION DECLARATION I heaffirm reby arm under penalty of perjury, one of the following declarations: License #: 737157 ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Engineer: MAIN, MICHAEL the work for which this permit is issued. My workers''compensation insurance carrier and policy number are: &dl Carrier: 7i`t�� Total Square Ft: 1400 S.F. O-;,- CY5iomZ - O� Policy tt: Valuation: $33,600.00 O I certify that in the performance of the work for which this permit is Census Code: issued. I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California. and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: -7 - I S CSS 19 Applicant: _ 409��E= WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject a( em)criminal penalties and one to hundred thousand dollars $100,.000000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is her by issued under the 9pplica le provisions of the Butte Cnunty Cods BnrUOr I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutions to d work indicated abov for w ich fees have been paid. /� {/� Name: By: Date: ( - Address:Date PERMIT EXPIRES ON:— O I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O 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 a I icial for or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: S60-0— J pl- 4 Vt412-f Signature: Date: O Owner `r Contractor 0 Agent for Owner 0 Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT 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 OF APPLICATION 11 OWNER Name L C qr ( 4-c� Address /8q ��� xo"- d CityGk ; c� Phone"2- t-'1 State Zip Cf541 -13 Phone Class ►S Fax E-mail Date Approved: '7 CONTRACTOR Name S J ry_-� nS%fuG Address City �v City L� � c.o State Zip e;) 560 3 Phone"2- t-'1 Fax ;,4{z- t-76 S E-mail � 5CO-W6 bCWACon4rkia+,¢o Lic. # —73-7157 Class ►S ARCHITECTIENGINEER Name Address City �v St 44- Zip �)51 73 Phone Fax vk�-Z X13 E-mail stat&i05NT_1er APPLICANT NAME Name��— Address v Y 32 5ut "t-0- /Oct City Ck; Co StateZip' s54 -S Phone�1{2- t Z 2 Fax E-mail For office use only: Zoning .41A Flood Zone SRAYes Al No Occ. Type Const. Subdivision Name Map Book Page Lot # P (( ►5 cs�l Date Approved: '7 COVER FOR SUBMITTAL REQUIREMENTS PERMIT IBP 1' LOCATION AN -uzz Property Address Cross Street CoY��k WORKER'S COMPENSATION Policy Number Ov Odo 2-o 5 Carrier r/11ifing anyone other than license contractors, a certificate of worker's ensation must be shown at the time of permit issuance. LENDING AGENCY Name Address SDescription or Scope of Work: CX-�1.o� rn,�•l /bu�\ �•� -�� pec 1 use, c�SlIG Sq. Footage / y� ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request'by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. ) f C/, . Recejv.qd by:�. e1Amount:- � p� Bldg SRA Receipt #: oK 8 7J//// Sheriff % SMIP I Date /� O. '2 Total II 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: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation: (Note: Not required for additions to mobile or modular homes.) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). o 9. Sanitation and site plan.approval from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 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 FABS!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. ` Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. f If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 430-04 TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance .alp• E.H. USE ONLY Rai Ran AnzcMd L Raw Ran Attschad Sam to G.D. ! ' �ilnr v��dY� ��J / / %at.✓n�G+/l? i�G f� J(O `%7� D Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for-++aelliftg Other Hold. final for: Final clearance O.K. for: r NOTE: - - &el�, zjz- Environmental Health Specialist Date 8/96 yr �5�05 _Ih6;� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVIS/Ol 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: i 1 (% `ASSESSOR PARCEL NUMBER / 2 Proposed Building Use: s E: 4 % Permit Technician: Date: 6 Items required in ordert pao ply or a permftl All boxes MUST be checked OR marked NA in order to apply. :1 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential' buildirigs ❑ 12. Hazardous Material Form •� 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other emai ing items needed to issue the permit. (May require additional plan review upon receipt of the following items.) l 15. Sanitation and site plan approval from the Environmental Health Department in W--hico ❑ Oroville, as applicable ❑ 16. 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 .............................. Q/� � 23. California Department of Forestry plan approval aid. Sent by: ... ....Tm 7-1-Qfj 940 24. Planning approval for (A) Use: -6L-48)Parking: (C) Parcel Check: ... t/.. ..... - ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ Ci26. NPDES Form.............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 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 and hold for pickup. I have been infor�tel oDhe�above items and requirements for obtain (g a building permit. Applicant: Date: 6--Z4/_0S 1. Index permit application for the items bg�i: Plan Check Letter 2. Additional items re aired CJJ Contractor, design owner s 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 dvised of the abov data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date:Plans approved by: Date: 9G Structural reviewed b . Date. Structural approved by: Date: Note transfer by: Date: Yellow: Building Division V ^+ COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE '�-- .4 1. BUILDING PERMIT FEES (� Balance Due ....................... $ Additional Fees Due ................. $ ' Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ....................... x $360.00 = $ Units Commercial (sq. ft'.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... x = $ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN C . CK •(paid at Building Division) G1 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) A. P. # DATE 12 --a."% RECEIPT # DATE REC. 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during Ofi plan checking process. ` APPLICANT 'O DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the projector 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). s Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) Department of Public Works C o u n t y o,f B U t t e LAND DEVELOPMENT DIVISION J. Michael Crump, Director storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant, Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Wafer Pollution Prevention Plan (SWPPP) Acknowledgement LLESS THAN 1 ACRE] L\-, '61 Project Descrip Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more.of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain of less than one acre but when combined with subsequent phases .total more multiple site build -outs than one acre of disturbed soil will require a Construction Storm Water Permit from the .State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation.of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Butte- County.Department ofDeveloprrlent crwces. o$`";T�o 7 County Center Drive Oroville, CA 95965 0': dL.o (530) 538-7601 Telephone L% = y OU (530) 538-7785 Facsimile 14'1 BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from. other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: ® I need to . submit applications for septic "and/or well to Butte County Environmental; Health : immediately. O I am required to bring the approved Environmental Health site'planand approved sanitation clearance to the Building Division as soon as clearance is obtained I am responsible for notifying Development Services, .in writing, to .stop processing of the application and to arrange for* disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or rgquire submission of amended building plans to the Building Division.. • Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit,. all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited -to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning. requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: i10 �0L-� Applicant Nam ��"�� (4� n F-bA.20y %s����ic� APN: 0� Building site address: Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission f the above -referenced building permit application and my signature below: ('1211-0 SIGNATURE OF APPLICANT DATE P. l v _ r DepartnenCof Development Services Building Division 7 Courtty'Center Drive' Oroville, CA 45965 . (530) 538-7541.(530)..538.2140 FAX SPECIAL [YSPECT[ON NOPE Special Inspections —Uniform Building Code section 1701: In addition to the inspections required by Section 108, the owner -or the engineer or architect of record acting as the owners agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Section 1701.5: The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection. - Duties and Responsibilities of the Special Inspector: l The special inspector shall observe the work assigned forconformance with the approved design, drawings and specifications. 3 The special inspector shall furnish inspection reports to the, building official and the engineer or architect of record. All discrepancies shall be brought to,ihe immediate attention of the contractor for correction, then, if uncorrected, to the proper building official., design authority and to the 3. The special inspector shall submit a final signed report to the.Butte County Building Division Y stating whether the work requiring special, inspection was, to the best of his knowledge, in conformance with the ap code. proved plans and specifications and the applicable provisions of this • � • 4. The special inspector shall advise the contractor that Butte County Building Division inspections cannot be delegated to -him, so inspections must also be made by the Butte County Building. Division 5. Any change in special inspection firms made after permit issuance shall be approved by the Butte County Building Division prlor to the new firm'pertbrming any inspections. 6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. Butte County inspection approval and sign off is.not-to be construed as r authorization to proceed with work which obscures, covers or.otherwise prevents proper special inspection. Special Inspection is re . { quired for the following items: ❑ Reinforced Concrete (Taking of testspecimens. placement of reinforcing and placing of concrete). + ❑ Structural Masonry High Strength Bolting ❑ .Welding ❑ Bolts installed in Concrete ❑ Other: ' Name of Special, Inspection company: APplie&'Testing Consultants, Chico CA loft 0 JUN 2 9 2005 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES / BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 gA FEE WILL BE REQUIRED AT TIME OF APPLICATION 11 1 LOCATION AP# —C—�0 —C)"ZZ Property Address lc�"i Y1 low-tk� � .x'v� Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address CONTRACTOR OWNER Name h I (-K Jnr Address 17Gh� City c� Phone.Z-1`tZ.Z StateCA Zip q Sri -� 3 Phone Cl s Fax E-mail Date Approved: CONTRACTOR Name Address, �U l4—' 32- Su! A -e l City \ Cv Stat., Zip ci 56t-7 3 Phone.Z-1`tZ.Z Fax '�;/tZ- i-7(�g E-mail :C�(o boi%con AnA-k-tep,W cl Lic. # --73`? (5-7 Cl s ARCHITECT/ENGINEER Name Address City ��; cp State,} Zip Phoned Fax vK'�-Z 1 E-mail State Lkense gbJuTber G� APPLICANT NAME Name���- Address 2Lt �} v Y 32 City �h�Cc7 SRA r Yes Stat TZIP�5q.7-S Phone��2- 7- Subdivision Name Map Fax -, z -!"Z -/--? 6 E-mail Lot # hURE For office use only: Zoning ' 0 Flood Zone SRA r Yes No Occ. Type Const Subdivision Name Map Book Page Lot # ffnner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS Description or Scope of Work: Sq. Footage `yam ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. U Rece' d by:� � ! � Amount: � � /Bldg SRA Receipt #: ! Sheriff / 9 SMIP Other Date:. & " �5 �W �D C12_ _ Total -:-CDF FIRE SAFE "REQUIREMENTS AP# 056-170-022 PERMIT # 05-1662 NAME: Charlton Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections.. - Driveway Standards [X] 'Surface. All driveway surfaces and structures (bridges, . culverts and other:, M appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds: N Grade. Not to exceed 16 percent unless paved. Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 "feet and., additional surface width of 4 feet shall be added to curves- of 50-100 feet radius; 2 feet to those. from 100-200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 T' feet radius. w x [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the T center of the road. L-1 [XJ Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end: [XJ Width. All driveways shall provide a minimum 10 -foot traffic lane and- T T unobstructed vertical clearance of 15 feet along its entire length.. U / [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a I' driveway exceeds 800 feet, turnouts shall be provided'no more than 400 feet apart: ` ' • - Gates [X] 1.. Gate entrances shall be at least two feet wider than the roadway E they serve. The gates must be located at least 30 feet from the roadway and M shall open to'allow a vehicle to stop without obstructing traffic on, the roadway. r Where a one-way road -with a -single traffic lane provides_ entrance, a 50 -foot turning radius shall be used. T lel Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in. conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [X] 1. All parcels 1 acre andlarger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road: [ ] 2. For parcels,less than 1 acre, local jurisdiction shall provide for the same practical effect.' See Other Requirements below. [X] Disposal of Vegetation and fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development andi construction, road and driveway construction. Disposal shall be completed' prior, to completion of road construction or final building permit inspection: T Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓.. Class A or B roof " ✓ - Enclosed eaves ; [ ] If Building Setback is Less Than 15 Feet - ` ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: ., ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line'with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o • Hardi-Board or Plank • o Masonry o .Masonry Veneer - o Metal s ' o Other Butte County Fire Department approved materials 06/29/2005 .Darren Rea_ d Date Signature • OR a. CDF FIRE SAFE .REQUIREMENTS AP# 056-170-022 PERMIT # 05-1662 NAME: Charlton Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and -made a part of.this permit. These requirements are D minimums and may be superseded by Butte County local regulations, which equal or exceed these standards.. Butte County Building ° Inspectors will make compliance inspections: Driveway Standards [X] Surface. All driveway, surfaces and structures (bridges, culverts and .other appurtenant'structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. , [X] Grade. Not to exceed 16 percent unless paved. 1 Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature'of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet - radius; 2 feet to'those from 100-200 feet. • [X] The length of vertical curves in, roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shalt be not less than 100 • ;- feet radius. [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the ;. center of the road. [X] Turnouts: Shall be a minimum of 101eet wide and 30 feet long with a minimum 25 -foot taper on each end.. l - , [X] Width. All driveways shall provide a - minimum 10 -foot traffic lane and. unobstructed vertical clearance of 15,feet along its entire length. [X] Turnouts. "Driveways exceeding 150 feet in length, but less than800feet in length, shall provide a turnout near the midpoint of the driveway. Where a I driveway exceeds 800'feet, turnouts shall,be provided no more than 400 feet • ' apart: Y R Gates , [X] 1. Gate entrances shall be at leasttwo,feet wider than the roadway E they serve., ` .. 2. The gates must be, located at least 30 feet from the roadway and M shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a. one-way road with .a single traffic lane provides entrance, a 50 -foot turning radius shall be used.,;y Setback for Structure Defensible Space ` C [X] . Maintenanceof Defensible Space. To ensure continued maintenance of . D properties in conformance with' these standards and measures and. to assure continued availability, access and utilization of the defensible space provided for. . in these standards, annual maintenance must be provided for by the landowner. Fi [X] 1. .,All parcels` 1 acre and larger shall provide a minimum 30 -foot ' setback for buildings and accessory buildings from all property lines and/or the center of the road. F [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below.'. T 1 [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall - be completed prior to completion of roadconstruction or final building permit inspection.. Other Requirements [ ] If Building Setback is 15 to 30 Feet: is R . ✓ Class A or B roof . ✓ Enclosed eaves ` If Buildinq Setback is Less Than 15 Feet [ .] — ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: ❑ Metal orno doors on side toward property line with insufficient setback ❑ Interior automatic°sprinkler system per NFPA 13D Li Glass area not to exceed 10% of wall area toward property line with insufficient V setback ❑ Siding from the following list: T o Stucco'— 3 coat 1 ` o Hardi-Board'or Plank o Masonry o Masonry Veneer . o Metal o Other Butte County Fire Department approved materials y 06/29/2005 Darren Read ti Date Signature dA T / F Departme'n'tof Public Works { Oi C o u n Uy' ' o ' f g' 'u. t, t e. 'a o " o° j.. Michael Crump, Director. LAND DEVELOPMENT DIVISION \ Cl y 7 County Center Drive Warner C Phillips, Assistant DirectorOroville, CA • 95965 A�Qc VY0��9 y (530) 538-7266 (FAX) 538-2140 .F February 13, 1998' Rick Charlton y •L - , 189 Mountain Ranch Rd. s Chico,. CA 95973 y Re Certificate of `Compliance, -AP 056-170-022 Dear Mr. Charlton: Enclosed please find the Certificate of Compliance that was issued by the Butte County.' - 'Development Review Committee and. recorded on January 30, 1998,, under Serial Number -98-003690, in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact.this office at (530) . 538-7266, Monday'through Thursday, 8:00 a.m. to 4:00 p.m. Sincerely,:.. StuarOEdell Manager, Lnd Development Division r = SE/kp Enclosure cc. ironmental Health Department uilding Department - Planning Division, ATTN: 'CRAIG. RECEIVED r ~ Y FEB 1 g 1998. BUTTE -COUNTY' f - " BUILDING DIVISION— 98-00;3690,1 Rec Fee AFTER RECORDING RETURN TO I IHF Butte County Public Works Dept. Recorded I Check LAND DEVELOPMENT DIVISION • Official Records I 7 County Center Dr. County of I Oroville, CA 95965 Butte I ' Candace J. Grubbs I Recorder 11:24am 30 -Jan -98.1 PUBL CERTIFICATE OF COMPLIANCE , Assessor's Parcel Number: 056-170-022 8. 00 2.-00 ' 10.00 XX 2 This Certificate of Compliance is hereby issued by the County of Butte to certify that tfie land division, which created the parcel of ;property identified below, complies with the applicable provisions of the Subdivision Map Act and of Chapter 20 of the Butte County Code. Issued to: RICK CHARLTON 189 Mountain Ranch Rd., Chico, CA 95973 Property Location: At the end of Mountain Ranch -Road, approximately 750 feet south from. its intersection with Cohasset Road. Cohasset area. Description: All that certain property located in the County of Butte, State of California, more particularly described in attached Exhibit' N'. This certificate relates only to issues of compliance or noncompliance with the Subdivision Map Act. and local ordinances enacted pursuant thereto. The parcel described herein may be sold, leased, or financed without further compliance with the Subdivision Map Act .or any local ordinance enacted pursuant thereto. Development of the parcel may require issuance of a permit or -permits, or other grant or.grants of approval. Issuance of this Certificate is conditional upon the following condition(s) which have been imposed pursuant to the Butte County Code Chapter 20-166 and Government Code, Section 66499.35 (b), to protect the public health and public safety: N O N.E State of California, County of Butte, on January 30. 1998 , before me, Anne Belser, Notary -Public, personally appeared, Stuart Edell, personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon'behalf of which the person(s) acted; executed the instrument. WITNESS my hand and official seal. ANNE BELSER, N TARY PUBLIC County of Butte Development'Review Committee CHAIRMAN r ANNE BELSER V Comm. 1:1073981 NOTARY PUBLIC . CALIFORNIAO BUTTE COUNTY A COMM. Exp. Oct. 9, 1999 r CERTIFICATE OF COMPLIANCE - Page 2 RICK CHARLTON AP 056-170-022 " EXHIBIT 'W! , All that certain real property situate in the County of Butte, State of }California, described as follows: A parcel of land in the North half of the Southwest quarter of Section 34, Township 24 North, ' Range 2 East, M.D.B. & M., and more particularly described as follows: Beginning at the Southwest comer of the Northeast quarter of the Southwest quarter of said Section 34; THENCE Westerly along.the Southerly line of the Northwest quarter of the Southwest quarter to the Southwest comer of that certain parcel of land described ,as Parcel 1 in deed from Lloyd M. Denman, et ux., to Donald Sorenson, dated August 31, 1953, and recorded September 23, 1953, in Book 689 of Official Records, at Page 349, records of Butte County, California; THENCE Northerly along the Westerly line of said Sorenson parcel to the Southerly comer, of that certain parcel of land described in, Administrators Deed to Bernard J. Ainsworth,• et ux., dated January 11, 1968, and recorded September 30, 1968, in'Book 1537 of Official Records at Page 177, records of Butte County, California; ,THENCE Easterly along the Southerly line of said Ainsworth parcel to the most Easterly comer thereof; THENCE North 32026' West along the Easterly line of said Ainsworth parcel a distance of 173.2 feet; THENCE North 88030' East a distance of 408.32 feet, more of less to the Easterly line of Parcel 2 of the above mentioned Sorenson parcel; THENCE South 19°22' East along said Sorenson parcel, -a distance of 532 feet to the South line of the North half of. the Southwest quarter of Section 34; THENCE West along said line, 500.28 feet TO THE POINT OF BEGINNING. TOGETHER WITH right-of-ways recorded in the office of the Butte County Recorder under Serial F Numbers 97-018747 and 97-039296. NOTE: ALL NEW STRUCTURES MUST MEET THE FIRE SAFE REGULATIONS OF. THE BUTTE COUNTY CODE AND PUBLIC RESOURCES CODE 4290 AND 4291. END OF DOCUMENT . January22;',,,1998 Rick Charlton 189 Mountain Ranch Road Chico, CA 95973 �4 61f ount LAND OF NATURAL WEALTH AND BEAUTY PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7601 ,FAX: (916) 538-7785 RE: Application for. Determination, AP 056-170-022, FILE DET 98-07 Dear Mr. Charlton: At the regular meeting of the Butte County Development Review Committee held on January 22, 1998, the Committee granted a Conditional Certificate of Compliance for the above -referenced property. The conditions are: 1. Pay the recording fee in effect at the time the Certificate of Compliance is recorded. The current fee is $7.00 for the first sheet plus $3.00 for each additional sheet. The estimated current cost for recording this Certificate is $10.00 without conditions, $13.00 with conditions. This cost estimate is based on 1 page notification (first sheet), .1 page of legal description attached as Exhibit "A", and 1 page of conditions attached as Exhibit "B". 2. Place the following informational note on the Certificate of Compliance: "All new structures must meet the Fire Safe Regulations of the Butte County Code and Public Resources Code 4290 and 4291." There is a fifteen -day appeal period before this certificate can be recorded.unless you sign and return the enclosed waiver waiving your right to appeal the committee's decision. If the condition is cleared prior to the end of the appeal period, a "clean" certificate with no conditions will be. recorded. Should you have any questions regarding this matter, please contact this office Monday through Thursday, between 8:00 a.m. and 4:00 p.m. at 538-7601. Very truly yours, Thomas A. Parilo Director, Development Services By cc Environmental Health Department Building Division Land Development Division JAN 2 6 1998 BUTTE COUNTY BUILDING DIVISION ' RESIDENTIAL -- -- ---� f; 056-170-022 PERMIT#97-1845., h CHARLTON, Rick & Robyn Mt. Ranch_Rd., Cohasset PERMIT NC Cont: Gary Lee. L New Single Family �. PERMIT EXPIRES TD OCA ( OWNER fes° S��1C42 E ✓l.% ��'4^��CONTR. ASSESSOR PARCEL t (LOCATION F� 6 Lj�e. . -- OFFICE COPY Address GAS { �i Meter BY ELECT : RI Meter BY 'Date • r� to Ce�uirem�.� Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service 2 Called PG&E l 'JOB FINALED (Date) Signature i V=OK • _ .1.� +-tit 4 � ' r.: •, O = Not OK -=NotApplicable _ HOMES,' Not Rea S. - ,WtS.GELLANEOUS Date MOBILE HOME UTIUTIES.(Plans) OK except #'sw- _ . .. Date • DECKS; QO S; O TS, GARAGES (Plans) OK except #'s-+ 1. Zoning Requirements - Setbacks - Easements , 1. Zonfing Requ"n.ts-Setbecks.,Eesements ► e 2. Soils; Special MH Support Ske" _ .� 2. -s; Soils -Sim j Footing DepttrSpacng�onnectore-Steel % 3. Sewer Location Test FaIFCp Concrete 73. Decks; Girders and/or:foists-Decking-BracingStairs-Rails 4. Water, Location -Test -Easement Needed (Sketch) 4,- Wood Awn.; Posts-Beams-Rftrs.-Connectors 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete Shdv.-.Ta.-Bracing 6. Gas; Location -Test -Wrap; / /-Uft. 5. Alum. Awn:; Columns-Connections-Sptice-0ecal-Enc osures / /Nat or/ /"L°ft./. /LPG 6. Ca rPo►ts; Windows -Doors 7. Well Clearance & Disconnect t 7 Electric + 8. Utility Clearance 8. Frmg.; SHs-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailinga/eneerStucco-Mesh - - 10. Roof; Shing=Roofing Date Card B-1 Date Card B-1 i 11. Ext; Steps -Doors -Lendings Date Card B-1 Date Card B-1 - 12. Braced Wall _Panels Date MOBILE HOME INSTALLATION (Plans) OK except #'s - 1. Zoning Requirements- Setbacks Easements Date Card B-1 Date Card B-1 2. Footings; SineSpacingMamage Line Date Card 8.1' Date Card B-1 ` 3. Gas; MH Test Demand4/ahe-Connector Date POOLS (Plans) OK except #'s !: 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements " 5. ,Drain; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector - -3. Pool Structure; Steel -Connections -Thickness 7. Water and Sewer Connected -C/O to Grade -HD Approval Dead Men -Lining 8. Gas and Electricity Tagged 4. Elec.; Receptacles and Lighting, Distance-GFl " 9. Tie Downs -Type -Installation Cert. 5. Elec.; Pool Lighting; .15 Volts-GFI 10. Exits; Insp.-Sketch 6. Elec.; Enclosures; Conduit Entries -Terminals -{.fisted 11. Cert of Occupancy 7. Elec.; Bonding; Metal w/5 -Circulating Equip. -Heater 12. Permanent Foundation Only: License Decal 8. Elec.; Groundfing; Equip. w/S Circulating Equip. -Pod LBhtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit. - Date Card B-1 Date Card B-1 9. Health Department Approval Date Card B-1 Date Card B-1 - - 10. Plumb.: Cir. Test -Water Supply Test 11. -Light Niche Date Card B-1 Date Card B-1 I Date Card B-1 Date Card B-1 -A = OK O = Not No OK RESIDENTIAL - = Not Applicable x = Not Ready Date jMbERFLOOR (Plans) OK except ft 1. ni tbacks-Easments-FloodSlo 2-"Ftg., Main; Soils-Elec. Gmd. / tg. Depth Z are e; Soils-Steel-Elec. Gmd/ P Ftg. Depth 4_ F orches & Decks; SoilsSteel-/ P Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 27. Equip. Gr�rtd fRgw/Mech Fastners-Bond Gas &Water 28,-2'Xppliance Circuts in Kitchen & Conductor Size GFI 29-Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral n Yes n No §;_66nice-Riser Conductors & Ground -Main Disconect 42.-"5q_Lfip. Clearances Panels-Motors-Mech. Epuip. �es Closet Light -Shower Light -Spa Light woke Detector Date• -7-7- Card B-19 Date Card B-1 Date Card B 1 - Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support Vent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade Nance -Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic n Date - ZS -=Card B-1 j Date Card B-1 Date Card B-1' Date Card B-1 Date _-FRAMING (Plans) OK except #'s 20 Sit -roper Materials & Anchors 41JylaflsStuds-Nailing Spacing & Braces -Plates -Sound B g Walls over Girders & Floor Nailing Ly�'Stop in Walls (rat proof) . %•i Stops, Furred Ceilings -Stairs -Chasers -Tubs ARO'k- & BeamsSize & Bearing (Single & Duplex) Date FRAMING (Continued) 49ellangers-Post Caps -Anchors -Connectors 4�g. 'st=Rftr. Ties-Purlin-roll Brac.-Truss-Shting.-Rfng. replace Ties or Type A Flue -Fireplace Throat clearance 49 -Al is Access; Size & Romex Protection -Draft Stop -Ins. Baffles dnn. Windows or Exiting Doors -Sill HgL & Dimensions firr-Garage, Fire Protection Framing r perty Line Firewall & Openings Doors -One 3 -Check Garage 3rd Story, 2 Exits tairs; Width -Headroom -Rise -Run -landing -Fire Protection on Roof Overhang -Attic Vents -Rafter Outriggers /8V Siding -Nailing Veneer 5i'•3[t7L4f5IOfesh-Drip Screed -Fd. Vents-Underfir. Access ng Area -Glass Protection -Skylights -Plastic `J a Watts: Nailing -Bolts i `'7i;r race Interior /Exterior Wall Panels it 62. Infiltration-WallsANindows �- Date Card B-1 Date Card B-1 Date and B-1 Date Card B-1 Date FINAL (Plans) OK except #'s teps-Door & Sidelight Protection -Landings . S oke Detector Fumace; Vents -Clearance -Comb, Air-Conector- ,Irf Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting . G.F . & Bath Fixtures & Tub Access -Spa 68 IE. Trim & Subpanel, Breaker Sizes & Labels 62*"Stairs & Rails ,78" Fireplace or Stove, Clearance -Hearth 7 . lec. Outlets at Wood Panel, Int. & Ext it, Fat. & Appliance; Ground. -Air Gap -Cooking Clearance Outlets & Rece ticales at Kit. Counter 7 . Garaae Fire Door: Swina-Landino-Closure Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Gara e; Above Floor-Mech. Protection 77"Plb., Elec. & Mech. Equip. Listed for Location lec. Receptacles in Garage G.F.I. -Romex Protection In lation-Foam-Looked in Attic and rails & Deck Construction -Post Caps Fdn. )(Bents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82/ Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No WStuc co Brown -Finish J.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Water Well, Disconnect, Electrical, Plumbing 87- Exterior Elec. Trim, G.F.I. Receptacle -Underground 8F7Ventilation Throught House Glass Protection 99.-C rrectio oro Previous Inspections s eters Tagged, Gas -Electric ter & Sewer Connected -C/O to Grade -HD Appro I Energy Compliance Certificate -Other Certificates Date Gj Card B-1 P Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9 ; Fall -Fitting -Test 2 Way QC -Sewer Test 10. UF. Gas Pipe; Size Anchors -Yard Gas Piping; Size Test er Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. P!rppwiK Ducts; Clearance -Material -Support -Ins. iqg Sills -Anchor BoltsJoists Vents-Crippies Ventilation C. Date nsulation Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 1r -Water Htr.; Vent -Access -Combustion Air Baffle a Pipe; Test & Anchor -Nail Protection WV.; Test Fittings & Anchor -Nail Protection c.• 20iSFower Pan; Test, First Floor -Tub Access 2 . est Tub & Shower, Second Floor -Tub Access �s Pipe; Sae & Anchors Date l_LfsS Card -j Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s acture & Transformer Clearance -Ins. Protection _z4,�e'ec• Receptacles Spacing -Lights & Switches at Doors Sze Boxes & No. of Conductors Stapled 26-gomex Installed Close to Edae of Studs & C.J. 27. Equip. Gr�rtd fRgw/Mech Fastners-Bond Gas &Water 28,-2'Xppliance Circuts in Kitchen & Conductor Size GFI 29-Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral n Yes n No §;_66nice-Riser Conductors & Ground -Main Disconect 42.-"5q_Lfip. Clearances Panels-Motors-Mech. Epuip. �es Closet Light -Shower Light -Spa Light woke Detector Date• -7-7- Card B-19 Date Card B-1 Date Card B 1 - Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support Vent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade Nance -Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic n Date - ZS -=Card B-1 j Date Card B-1 Date Card B-1' Date Card B-1 Date _-FRAMING (Plans) OK except #'s 20 Sit -roper Materials & Anchors 41JylaflsStuds-Nailing Spacing & Braces -Plates -Sound B g Walls over Girders & Floor Nailing Ly�'Stop in Walls (rat proof) . %•i Stops, Furred Ceilings -Stairs -Chasers -Tubs ARO'k- & BeamsSize & Bearing (Single & Duplex) Date FRAMING (Continued) 49ellangers-Post Caps -Anchors -Connectors 4�g. 'st=Rftr. Ties-Purlin-roll Brac.-Truss-Shting.-Rfng. replace Ties or Type A Flue -Fireplace Throat clearance 49 -Al is Access; Size & Romex Protection -Draft Stop -Ins. Baffles dnn. Windows or Exiting Doors -Sill HgL & Dimensions firr-Garage, Fire Protection Framing r perty Line Firewall & Openings Doors -One 3 -Check Garage 3rd Story, 2 Exits tairs; Width -Headroom -Rise -Run -landing -Fire Protection on Roof Overhang -Attic Vents -Rafter Outriggers /8V Siding -Nailing Veneer 5i'•3[t7L4f5IOfesh-Drip Screed -Fd. Vents-Underfir. Access ng Area -Glass Protection -Skylights -Plastic `J a Watts: Nailing -Bolts i `'7i;r race Interior /Exterior Wall Panels it 62. Infiltration-WallsANindows �- Date Card B-1 Date Card B-1 Date and B-1 Date Card B-1 Date FINAL (Plans) OK except #'s teps-Door & Sidelight Protection -Landings . S oke Detector Fumace; Vents -Clearance -Comb, Air-Conector- ,Irf Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting . G.F . & Bath Fixtures & Tub Access -Spa 68 IE. Trim & Subpanel, Breaker Sizes & Labels 62*"Stairs & Rails ,78" Fireplace or Stove, Clearance -Hearth 7 . lec. Outlets at Wood Panel, Int. & Ext it, Fat. & Appliance; Ground. -Air Gap -Cooking Clearance Outlets & Rece ticales at Kit. Counter 7 . Garaae Fire Door: Swina-Landino-Closure Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Gara e; Above Floor-Mech. Protection 77"Plb., Elec. & Mech. Equip. Listed for Location lec. Receptacles in Garage G.F.I. -Romex Protection In lation-Foam-Looked in Attic and rails & Deck Construction -Post Caps Fdn. )(Bents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82/ Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No WStuc co Brown -Finish J.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Water Well, Disconnect, Electrical, Plumbing 87- Exterior Elec. Trim, G.F.I. Receptacle -Underground 8F7Ventilation Throught House Glass Protection 99.-C rrectio oro Previous Inspections s eters Tagged, Gas -Electric ter & Sewer Connected -C/O to Grade -HD Appro I Energy Compliance Certificate -Other Certificates Date Gj Card B-1 P Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Z t a `COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA;�(b16) 538-7541 747 Elliott Road,!Paradise, CA -t (!N) 872-6307 Jr CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. (dTZ. Date —of., / inspectgr REV 10192 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - '(916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. �/LG-,✓ � �L /�- �-� CJS Date ? — / �-- j- 7 Inspector REV 10/92 COUNTY OF BUTTE • BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916)'891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE i y OWNER A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, plea ntact this office immediately. '11-" 1 t -'S -r /7) w /)1A)I/ i K Date 2*7 f Y Inspector REV 10/92 u • " CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS + • P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 LOT w C 1- OAJ ❑' 3243 INDUSTRIAL DRIVE, YUBA CITY, CA 95993 LIC. #202026 : • •. '❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 -a ' ❑ 'P.O. BOX 1631, RENO, NV 89505 LIC. #10675 �� �' ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 ��/\�(!�-\ • vim. . ' � - i n ' 5 • DATE INSULATION CQJP D FLOORS- ( SQUARE FEET) ( n SQUARE FEET)' ' '( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL - t MATERIAL FIBERGLASS t -' FIBERGLASS ' ` FIBERGLASS FORM BATTS, FORM '' BATTS &BLOWs' FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.O. MANUFACTURER'S PRODUCT. I.D. MANUFACTURER MANUFACTURER MANUFACTURER 'OCF OCF BAGS R - VALUE Y APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS -WEIGHTPER SQUARE FOOT INSTALLED THICKNESS KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL _ • FORM R VALUE MANUFACTURER FIBERGLASS _ ,BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER r �w� / . • , .W R GRACE a THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SIGNATURE TION CO RACTOg ` TITLE 3 MANAGER DATE ". a SIGNATURE- L C NT TOR �_ _ � TITLE -' - DATE fL3 EMARKS: +"! REMARKS:- 7 SIC -303. BUILDER COPY I COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIV ION 7 County Center Drive - Oroville, Ca'lifornia,9,5965 - Telephone (9 538-7 1 n PERMIT NO. (Rev.12/9) APPLICATION AND PERMIT /' `'f ASSESSOR PARCEL NUMBER 056-170-022 ` ZONING UIL ING PERMIT OWNER N HARLTON TELEPHONE SO. FT. OCC. BUILDING VALUATION 1407 R 75,973.00 OWNER'S MAILING ADDRESS 211 MT RANCH RD COHASSET904 IT 9,072.00 CONTRACTOR'S NAME GARY LEE TELEPHONE' 343-2518 CONTRACTOR'S MAILING ADDRESS HASSET CONSTRUCTION LENDER Fireplace A 1 ,500.00 LENDER'S MAILING ADDRESS FOREST AVE CHTCO Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 383 50 BUILDING ADDRESS 189 MT RANCH RD Energy Plan Checking Fee $ 23.00 (Y)HASSET, CA $ PERMIT FEE $ LOT NO. S UBDNIS ION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 16 7.00 70-00 Solar or heat'pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service io noaLEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under. Sec. Business and Professions Code for this reasonO WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation i surence cern r end policy number are: Carrier�a Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. QQ X J Date Signat of Applicant - Owner Contractor ❑ Agent An O H permit is required for excava ions over SO" deep and demolition or construction of st uc res over 3 storie�sf in heigit. Main Service ( TO 46.00 NEW CONST. � DWELLING OCCUCUP. SO EL OR ADDNS. a ACC. BLDS. 3.5¢s-; 66-90 NN•REs DT MULTI-OUTLET C I OCIRCUT ITS 1 @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 I'0° BAL_ @ .s° Ex. Occu .ouT." Aa o.oeA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling 15 00 Hood 6.50 6.50 Ventilation PERMIT FEE $ 61.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $ J363,40 HAZ. D ES F D CD ARC p ISSUE This permit is hereby issued under of the Butte County Code and/or indi e )for which fees have By PERMIT EXPIRES ON IDaf the applicable provisions Resolutions to do work been paid. Date Receipt No. V7 N .57. 313 7-7 WHITE • D.D.S.• B.DARY-ASIESSOR PINK4NSPECTOR L ENROD-APPLICANT vtiYrT.�.y„^F'✓ er-.r..-. '�7i:.n•�,.. _ . � s. N��f-r'X ,—. �"�'�-1, ..-.i ^'titre.,,.. �,.�,.. ny.nv� � yv i V• _'f/`'.�-J".., w �„_. COUNTY OF BUTTE DEPARTMENT OF DEVEENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE'�" *IF-0 95965 - TELEPHO • (9 6) 53. 541 I x ' PERMIT APPLICATION DATA SHEE OWNER: ( a / TU ASSESSOR PARCEL NUMBER: Q. tel. ��c2—aae- Proposed Building Use: S 0S Building Inspector: Date: Q 7 At time of permit application, I was advised the following data must be su miffed prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications.------------------ Feesof $ d------------------------------------------------------------------------------------- �J 11. Impact fees as shown on the attached schedule. --- --- ---1------ ----------------------------------- 2. California Department of Forestry plan approva fees!-=-t---�/S ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- Sanitation and plot plan approval fo Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ P. Planning approval for (A) Use: Z (B) Parking: -----------------------=-- ontact Land Development about Improvements, ElDrainage, Legal Parcel. ----------------------- /t - VL J'9. Encroachment Permit for drivewa construction approval prior to occupancy) ❑20. Pre -inspection for required. Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification) -------------------------------------- Ag- ------------------------------------ Workers' Compensation carrier and policy number. ------------------ ---------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- E124. ------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- . Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- /o - L2- 4 9 ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------- ------------------------------------------ ❑29. 1143 A, El Grant Deed .H. Title, ❑ Check to H.C.D $--------------- E130. -------------- ❑30. Other: ------- When you issue the permit, process as follows El Mail to owner, ❑Mail to contractor. ❑Telephone�gZ5�-/,F and hold for pickup atCtq/G v office. ❑ Deliver with inspector. Applicant: LZL -Date:` Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ A�Nllution Date:_ By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: j By: 1. Index permit application for the above items numbered: , , ��_ ,� ' ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, wa advised of the abover uired data by ❑ phone, ❑ mail, 13 Buil ivi c ter, by Date: Plans reviewed by: Date: - Plans approved by: Date: /V -Z4-' Sets of plans Kn holqA ❑ Plan Cabinet, ❑ A.P. folder. o " er by: Date: Yellow Copy - Department of Development Services, Buildin Division. ra.•�`'�t�'t+"�`'�, .� �:. : � orh�� .����,,�,� ..,, .r� .1� ° "r.� 4wa�,si'`!w �. + '�� �i�y,�,l' �"�'� x ,;.- :�iY. Ej:a ••y:.' rk 4�. , COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENTSERVICES -BUILDING DIVISION . 7 COUNTY CENTER DRIVE;' OROVILLE CA 95965 TELEPHONE (916),55$-7541 SCHEDULE OF FEES DUE OWNER 1'11A t A.P. #. PROPOSED BUILDING USE Sim DATE REC # DATE REC iC 1. BUILDING PERMIT FEES , C Balance Due ...:.. $ . ' /'''/ 7c d . -- Additional Fees Due . . :. $. -- Additional Fees Due ............. $ . < -- Revised Plan Checking Fee :........ $ *k__2. SCHOOL DISTRICT FEES (f 0 ( w (paid at. District Office) %C 3. SHERIFF FEES (paid at Building Division) Residential ......... / x$360.00 = $ 3w- d0. Unit's Commercial (sq.ft.)... x' $0.03 = '$ Sq. Ft. - 4. URBAN AREA FEES (paid at Building Division) Residential_(per unit) . x - #Units Amt: Commercial (sq.ft.) x -_$ Sq.Ft. .Amt. s " 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00.(paid at Building. Division) 7. SRA FRE INSPECTION AND•PLAN CHECK $89.00 (paid at Building: Division)! 8. WATER TENDER FEES (Battalion' # ) , ` $200.00 (paid at'Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) . y 10. OTHER' , At time of permit application, I was' advised the above fees are required to be paid prior. to 'issuance of the . building permit. These fees, may be changed during the plan checking process. APPLICANT ( DATE Original -Owner Copy -Building Div. (Rev. 12/96) FA (Rev. 12/96) COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION �---- 7 County Center Drive - Oroville, California -95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT 9?- ASSESSORPARCELNUM8 /V- ZONING BUILDING PERMIT OWNS t TELEPHONE SO. FT. OCC. BUILDING VALUATION 5 S_ OWNEFN MAILING RESS� ✓S� O O%- no CONTRACTOR'S NAM TELEPHONE 251 - DO CONTRACTOR'S MAI ADDRESS CO 7 CTIO DER Fireplace 1500-00 LENDER'S MAIU G ADj�R�3,3 Total Valuation $ _ dp ARCH CT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ .590- ap Q- ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Plan Checking Fee $ 3,93-612 Bu"`2 AD Ess /' A Energy Plan Checking Fee $ 1F3 00 p % PERMIT FEE $ _D LOT NO. SUBDNSaN'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00--76 <— USEOFSTRUCTURE SFA Duplex ❑ Mobilehome ❑ Other ® SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each qas water heater or vent 15.00 TYPE OF WORK New eloAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 13,G*6zotDbh Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI G1 WT.— @20.00 PERMIT FEE S ELECTRICAL PERMIT I Fling Feel 20.00 Main Service 2�ooa o mss 23.00 3, LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in II force and effect. �/l License Class Lic. No. -4 51 t �v OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I' hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier C012 VVI. Policy Number-ci (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO I000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( 8 ACC. BLD3. 3•5¢FT. U rNON-RES DT MULTI -OUTLET @7.50 POWER APPARATUS 3 SINGLE OUTLET CIR. 20 @ 1.00 Ex. Occup. OUTLET OR FIXTURES BAL so Ex. Occup. GFIxUTELE°Ts A o, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 . Misc. Wiring 23.00 r PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation . z PERMIT FEt $ 'r Mobile Home Installation Fee S Energy Inspection Fee $ - 00 OCC CONST. TYPE TOTAL FEE $ HAZ, O. FEES IMP D ' CDF pgRC pp HD Isr This permit is ere y issued under the applicable provisl of the Butte County Code and/or Resolutions to do indicated above for which fees have been paid. By Date / PERMIT EXPIRES ON / Date Receipt No. 9dyo '51 WHITE-D.D.S.-B.D. CANA -ASSESSOR K -INSPECTOR GOLDENROD -APPLICANT lig LAND DEVELOPMENT BUILDING P ENVIRONMENTAL`HEALTH - PERMIT, CLEARANCE Building Permit No.OWNE NAME: S OL2 1"_I _�' O NUMBER: .yl b�LJ -ITJ PRINT LAST NAME FIRST ' y - ' COUNTY ZONING i` • N ;.tf „ ,0 k DESIGNATION: T_ L Z FLOOD ZONE: FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDSy OR MAP F I DEED INFORMATION: ' 1 DATE OF,CREATION: ( (L� /� DEED REFERENCE:+ J .LEGAL ACCESS PROVIDED: YES NO, LEGAL ACCESS REQUIRED: YES, . NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: T YES NO ,COMMENTS/CONDITIONS: ��" Iff 00VT (•6,3 �EC,AL CCE_ MAP INFORMATION: DATE OF RECORDING! LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23):' YES NO . IF YES,-MARK APPROPRIATE ITEM(S) BELOW: ' A. Construct road to B. Meet parcel size required by zone. - C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BEPA/D TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from,centerline of road.• r 2. Maintain a ft.building setback from right-of-way/centerline of- 3. Comply with Zoning code for building setback-from road.. 4. Maintain a •100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from Y 6. Pay water tender fees in the amount of $ -to Battalion Number of-the Butte. County, Fire Department. 7. Meet the Fire Safe Regulations of Butte County andP.R.C. 4290. - 8. Connect to a public water supply. 9. Connect to a public sewer system. ` _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for•the installation of sprinkler systems in one and two family dwellings;andamobile homes, NFPA Standard 13D, unless a pressurized Community water system, .with hydrants that ;meet`,Fire *Department specifications, serves the parcel. , 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the'preservation of oak trees. (See phone numberbelow) _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to.be made to tho Pltadng Division. 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all.work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. AIC-LN3NId013A30 ONV7 311f18 30 AINf100 2661 � 0 d3S ®3/11.30,3a LD 7/96 CAWP51 TORMS.K\BLDGPERM.CLR ^fir x� -M - ---V -I- •- % .. -. , ,,, BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District _� 1/ /'(-7 ',� '�"j ed Building Department No. A.P. Number�� , /,, �� Jurisdiction: City I Fir-- I County Property Owner A f? / 7"r) A/ Property Location/Address r r � Subdivision AJ Lot No. Residential Development Sq. Footage 11C2 No of Living Mobile Home Addition (Group R) Units Installation Commercial/Industrial �} New Addition Building Department Representative (rioor runs reviewea Dy scnooi uistnct versonneU _ District Identification No. I OS o14�l School District certifies that P �N tS17Pi✓ + 0 G1 �i �►� �i Sq. Footage (mcivaing txtenor Roofed Areas) 97 Date C (-ee- Ctv4�%uc T9 (Applicant) y (Street Address) 1 (Phone Number) (City) , (State) ' (Zip Code) has complied with the requirements of Resolution No. " � by payment of $ representing 1401 square feet. B 2926 , $ IFULL MITIGATION . $ School District Representative .n, Paid by Check # Remarks: 4 Notice: You may protest the imposition of the fees Identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid•i Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. Ir If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm ,. i 97-036876��1?7-036J76 197 - AV •`, 97-036"8761 R e c Fee' r' I IHF Recorded I Check Official Records I County of Butte I' Candace J. Grubbs 1, ` • Recorder I 1:02pm 1 -Oct -97 I PUBL V p« to 76 t • to And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 97-036876 r p GT p � 1997 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte Countv Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included ,within an area zoned for agricultural purposes. and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals. including. but not limited to herbicides. pesticides, and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning,'and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte. State of California. described as follows: State of Cali fornia 8U ) ' County of -� ) On IJ -1 l /before me, TT1, T)Q*(J(,:;e1 I ,r1 Gnpersonally appeared . I i I 'r r 1-b �l peYsurrrtFv I-AA;A'A to-me{or proved to me on the basis of satisfactory evidence) to be the pe on(s) whose name,(s)4s/are subscribed to the within instrument and acknowledged to me that-hrfshefthev executed the same in-hisHmr/their authorized capacity(ies), and that by irisfher/their, signature(s) on the :instrument, the person(s) or *the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and o seal. Danette Bausell 3 U: Comm. 111127466 ^^ �a •� NOTARY PUBLIC CALIFORNIA? BUTTE COUNTY l� SignatU LeCal: FOP Comm. Exp. Feb. 20, 2001 .j 1. A.P.# P - AD - [)7�Z. The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL I: A parcel of land in the North half of the Southwest quarter of Section 34, Township 24 North, Range 2 East, M.D.B. & M., and more particularly described as follows: Beginning at the Southwest corner of the Northeast quarter of the Southwest quarter of said Section 34; thence Westerly along the Southerly line of the Northwest quarter of the Southwest quarter to the Southwest corner of that certain parcel of land described as Parcel 1 in deed from Lloyd M. Denman, et ux to Donald Sorenson, dated August 31, 1953 and recorded September 23,.1953 in Book 689 of Official Records, at page 349, records of Butte County, California; thence Northerly along the Westerly line of said Sorenson parcel to the Southerly corner...of that certain Parcel of land described in Administrators Deed to Bernard J. Ainsworth, et ux dated January 11, 1968 and recorded September 30, 1968 in Book 1537 of Official Records, page 177, records of Butte County, California; thence Easterly along the Southerly line of said Ainsworth parcel to the most Easterly corner thereof; thence North 320 26' West along the Easterly line of said Ainsworth parcel a distance of 173.2 feet; thence North 880 30' East a distance of 408.32.feet, more or less to the Easterly line of Parcel 2 of the above mentioned Sorenson parcel;'thence South 190 22' East along said Sorenson parcel, a distance of 532 feet to the South line of the North half of the Southwest quarter of Section 34; thence West along said line, 500.28 feet to the point of beginning. PARCEL II: A non-exclusive right of way for road and utility purposes over the following described parcel of land: A parcel of land in the Northeast quarter of the Southwest quarter of Section 34, Township 24 North, Range 2 East, M.D.B. & M., and more particularly described as follows: Commencing on the North line of said quarter 693.00 feet West of the Northeast corner of the said quarter and running thence. West along the said North line 418.00 feet, more or less, to the East line of Cohasset Road; thence South 390 00' West along said East line of Cohasset Road a distance of 205 feet, more or less, to the Northeasterly corner of that certain tract of land deeded from George B. and Nellie Farnsworth to Nellie Farnsworth, recorded in Book 64, page 404, Official Records of Butte County; thence continuing South 390 00' West a distance of 35.24 feet along said East line of Cohasset Road to an iron pipe from which a mound of rock marking the accepted Northeast corner of the Northwest quarter of the Southwest quarter of said Section 34 bears North 480 09' 50" West a distance of 235.65 feet, said iron pipe being the true point of beginning for this description; thence leaving the true point of beginning and running parallel to the East line of that certain parcel of land heretofore deeded to Nellie Farnsworth and recorded in Book 64, at page 404 of Official Records of Butte County, South 190 22' 00" East a distance of 711.69 feet to a point; thence North 880 30' 00" East a distance of 31.52 -feet to the Easterly line of said Farnsworth parcel; thence along said Farnsworth line, North 190 22' 00" West a distance of 739.84 feet, more or less, to the East line of said Cohasset Road; thence South 390 00' West along said Easterly line a distance of 35.24 feet to the point of beginning. AP'No. 056-170-022 +I ar t jy j4'a Y 9/11/97 RICK & ROBYN CHARLTON 211 MT RANCH RD COHASSET, CA 95973. . Re: B.P.#97-1848 Rip L A N D O F N AT U RA L W EA L T H A N D B E A U T Y BUILDING -DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538.7541 FAX: (916) 538-2140 A.P.# 056-170-022 With reference to the above subject, attached is: [ x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: Fx] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the, address or phone number listed above. Sincerely, MARTHA WHITNEY - PLAN CHECKER PERMIT APPLICANT RICK & ROBYN CHARLTON PERMIT NO. 97-1848 ASSESSOR PARCEL NO. 056-170-022 DATE 9/11/97 LIVING ROOM CEILING IS NOT CONVENTIONALLY FRAMED. PROVIDE CALCULATIONS. GARAGE CEILING/ROOF IS NOT CONVENTIONALLY FRAMED. PROVIDE CALCULATIONS. C PROVIDE FOUNDATION FOR ALL -WALLS SUPPORTING CEILING.JOISTS. WHAT IS A (3) 2X12 UPSET? (CEILING.JOISTS AT MASTER.BEDROOM) PROVIDE CREATION DEED - VERIFY LEGAL ACCESS. CALL LAND DEVELOPMENT'DEPT AT 538-7266. _ THERMO-PLY AND HADA INFORMATION ON PAGE.1 OP PLANS IS ILLEGIBLE. PLAN IS IN LINE UP FOR LATERAL REVIEW. Z eKc� MARTHA WHITNEY - PLAN CHECKER If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00p.m. and 4:00 p.m., Monday through Thursday. RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMELY, DUPLEX AND MISCELLANEOUS ONLY / / OWNER: I(.F- C BUILDINGPERMITNUMBER: 7" �0 ?�8 PLAN CHECKER: M�1�( A. P. -NUMBER: 01 i0-1 %D -oZZ , GENERAL: Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc). Recorded notice of violation. 'LOT PLAN: Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. 6. Spec;al ,--mditioi]C a'•r., dreation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees' eta.). = a - `'•�-.' ' ~-` 7. F.A.U. & F.A.S.'road setback. 8. Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. A Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. S RUCTURAL DETAILS: rTIF 3 Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 2 Standard bracing or engineered estgn (Section 2326.11.3). �3. Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. ).0 Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. t�; Ixj •. S Y �1 June 1997 , _ 3.2 Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). -.Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1-hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). 1113, Combustion air for fuel burning appliances -.L.P. G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. D.F. responsible area requirements. Automatic Fire Sprinkler Systems (Section 310.10) ji. For Inspection Jacket: �ood Hazard/Elevation Certificate V' SRA Requirements 4 Special Inspection Requirements - Automatic Fire Sprinklers June 1997 4 f- 3.2 Permit Applicant: �0fo U -Permit Number. Assessor Parcel Number: 0 S (0 - 1'70 -O 2 2 Date: 10-13 - 97 ?he . above referenced buiOng plays were reviewed by this ogee. Provide additional informa don and/or make revisions to plans, specifications and calcuWons as follows: aur . •-jam- �- � �`�� (� , � � �� �� � 47 �f Pk+ 10 #Uv ate. 538' ZZCoCP. t�L �4� 10 l If you wish to discuss any requirements. you may contact me at (916) 538-7541 between 100 P.0 and 4.00 P.M.. Monday through Thursday. 4 James ' Joseph January t ARCHITECT ENGINEER r 10293 COHASSET ROAD CHICO, CA 95926 (916)342-1386 TO �/�PTf�i4 /�/ T�t/E Y Job No. g l �I Date Attn.. P R OJ ECT : TRANSMITTING THE FOLLOWING: FOR: Herewith l�f=' /`>- Z2�Lf9rC/ G.'��C�/C 907 __k�—__Approval Personal Delivery Z),'I��s ��rfxUr� //7 15 cc�.s Information Separate cover ���r� - Checking STATUS: Your use Preliminary , S ,�1LEDr�lit//�C -� S Files In Progress Processing Final 7���1/�S�D Gr9G , Review -comment' As requested �X/2 s /5 FL!/SH d!//Tfl • �o�OiSiI �� GE/L /.�1� ./O/SrS � �� �� ��r� c�l��lP O/-� G�i�s+l�u - ko C. C. TO ;---"' Signe JAN ICE - LEE 196 Whispering Pines Cohasset, CA 95926 916 -343 o2518 "T7 4av4-cd I'l ae SEP, 29, 1997 11: 50AM SCIF-REDDING r N0, 4142 ° P. 1 ; ATE` P.O. BOX 420807, SAN FRANCISCQ CA 94142-0807 •COMPI=NSATION INSURANCE .FUND, CERTIFICATE OF WQRKERS' COMPENSATION INSURANCE SEPTEMBER 29, 1997 POLICY NUMBER; 1485420 -- 97 CERTIFICATE EXPIRES: 7-I-98• r CONTRACTORS STATE LICENSE BOARD CL #451450 WORKERS COMPENSATION UNIT INCEPT DATE; 7-15-97 1 P 0 BOX 26000 REDDING D.O. SACRAMENTO CA 95826 L This Is to certify that we have issued a valid Workers' Compensation insurancepolicy in a form approved by the California Insurance Commissioner to the employer named below for the policy period indicated: This Policy, is not subject to cancellation by the Fund except upon ten days' advance written notice to the employer: We will also give you TEN, days' advance notice should this policy be cancelled prior to.its normal ' expiration, This certificate of insurance is not an insurance policy and does not amend, extend or after the coverage afforded by ttie ' Policies listed herein. Notwithstanding any requirement, term, or condition of any contract or other document-with respect to which this certificate of Insurance may be issued or may: pertain, tfie insurance afforded by the policies described herein is subject to all the terms, exclusions and conditions of such.policies; A AUTHORIZED REP FiE3 TATIVE Aeledv_�- * PRESIDENT EMPLOYER'S LIABILITY LIMIT INCLUDING DEFENSE COSTS: $1,000,000 PER OCCURRENCE. n • irlugivil�aas ;�t„loyegrs and i-Iusbarld la rs are not eligible ' . and Wile Emp l� , EMPLOYERx for bene+rts as employees under this policy. LEE, GARY D AID LEE, JANICE DBA: GARY D. LEE 196 WHISPERING PINES COHASSET CA, 95973 t L GREGORY A. PEITZ ARC]E-IIITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 - Structural. Calculations For: - 61-111-1Z ��- Ity * *No. C 21 O OF C A�\h A ex r P7 • .til �`4l/�"� d� U- `�t_ � c� 12 c-� 7�r-� 7� , f 1 10 a C f h L - a. RESIDENTIAL J� PERMIT NO. 1 056-170-022. y.' 0 -1662 1. CHARLTON, RICK Co �Gss r� 189 MOUNTAIN RANCH RD, CHICO iCONT: BCMCONSTRUCTION SHOP/GARAGE � Y x f Jy P SPECIAL CONDITIONS CHECKED BY r SRA FLOOD CERTIFICATE REQ. - x FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY t USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER d=OK 0 =Not OK = Not RGle MOBILE HOMES . =Not Readyeady Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ftJ P LPG Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify, #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ISCELLANEC)US Date DEC , COVERS, CARPORTS, GARAGES (Plans) OK except #'s >T Zgp(jng Requirements -Setbacks -Easements T' iii ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors - 7. EI tric g.; Sills-Anchors-Studs-Rftrs-Trusses 9,/Siding; Nail ing-Veneer-Stucco-Mesh r oof: Shtha-Roofing . Ext.; Steps -Doors -Landings 12. Braced Wall Panels 9 Date and B-1 Date _1 Card B-1 Date .,- Card B-1 Date Card B-1 ,Date 7. Well Clearance & Disconnect .. 8. Utility Clearance 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s ' 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line i" 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances S. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test-Regulator-Connectoe 1 7. Water and Sewer Connected -C/O to Grade -HD Approval '"Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Cana B-1 Date Card B-1 ' Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify, #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ISCELLANEC)US Date DEC , COVERS, CARPORTS, GARAGES (Plans) OK except #'s >T Zgp(jng Requirements -Setbacks -Easements T' iii ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors - 7. EI tric g.; Sills-Anchors-Studs-Rftrs-Trusses 9,/Siding; Nail ing-Veneer-Stucco-Mesh r oof: Shtha-Roofing . Ext.; Steps -Doors -Landings 12. Braced Wall Panels 9 Date and B-1 Date _1 Card B-1 Date .,- Card B-1 Date Card B-1 ,Date POOLS (Plans) OK except #'s .. 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI :. 5. Sec.; Pool Lighting; 15 Voles-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed ' 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8: Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit i" 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms '"Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V51 J =OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ /' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac: Truss-Shting: Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrrn. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Botts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test 70. Stairs & Rails Date Cana B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) .OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or Al -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 85_ A.C. Unit Disconnect, Electrical -Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Fumace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Date 43. Bearing Walls over Girders & Floor Nailing Comments at Final: 44. Draft Stop in Walls (rat proof) 45. Fire Stops. Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac: Truss-Shting: Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrrn. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Botts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Cana B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Dud in Garage -Damper 77. Wtr. Htc; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following InsUdJDrive 0 Yes 0 No/Walks 0 Yes 0 No/Plariters 0 Yes 0 No 84. Stucco Brown -Finish 85_ A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Oct 05.05,09:36a RTC (530).891-4243 p.4 APPLIED TESTING CONSULTANTS •""MATL'RiALS ENGINEERING ' TESTING AND INSPPCTION CIERTIFICATE OF'BOLTING INSPECTION' Date: 9-15-05 Project: Charlton Shop Client: BCM Construction )Inspector: A. Joiner 2990 Hwy 32 Suite 100 Chico, CA 95973 Bolt Size - Req'd Tension 'I•est'I'orque Turn of thc,Nul Impact Test in dia lbs ft-lbs (turri est snu , sec 3h" 28,W0 +5% N/A 1/3 N/A , DFSCRIPTION.OF WORK Arrived at the jobsitc at 0800. hrs, to perform special inspection of high strength bolting at the ridge and haunch. Before tightening the bolts we verified that the materials used in this assembly f" were in conformance with tl�c quircmcnts of section 2 (Bolts, Nuts, Washers and Paint) and section 3 (Bolted Parts) of the RCSC Specifications. The bolts used in this slructurc arc;'/4 diameter A325 grade high strength bolts without hardened steel washers beneath hardened steel nuts. No washers were used in this assembly, so the Urn-of-Nut Tightening method'was used per Section 8(d)(1), A representative sample of 3 bolts from each diameter, length, and grade used in,lhis structure were tightened in the Skidmore Wilhclm'tcnsion-indicating device. This was done to verify the estimated snug-tight condition and to _ cnsurc that the controlling turns past snug-tight per,Tablc 5 will develop a tension not less than five percent greater than the tension required by Table 4 of the RSCS specifications. We also verified that there was no. rotation ofany of the bolts during the tightening operation• Each bolt assembly was installed an"d tightened to a snug-tight condition by the contractor prior to tightening. There wer6-a total, of 18x3/4 dia. bolts iri the structure, all were tightened using the above mentioned procedure. Based on the above mentioned procedure, it is our judgment that all A325 Its installed in the structure have been properly tensioned in accordance with the RCSC S ctu6I Joints contained in the AISC Manual for Steel Construction. Andy Jo" cr ` hric-'rtc, PF. Inspector C-038692 Exp. 3/31/07 ICBG # 5028458-85 $teff Engineer 3060 Thorntree Drive, Suitc l0 ° Chico, CA 95973 ° Telephone: (530) 891-6625 ° Faesimilc_ (530) 891-4243 • r � .. ` 0 ' Jqmes PAGE I OF Joseph JOB NO. 81`i January BY DATE �5--`— ARCHITECT PROJECT PAGE 1 ENGINEER JOB 819 /1\ 10-2-97 10293 COHASSET ROAD CHICO, CALIFORNIA 95973 (916) 342-1386 FAX 342.1667 DESIGN DATA: - ; BUILDING CODE -. _ _. - 1994; UBC ; , _--- , - ( – _ ..-: - - I- T- ' T- } I 80 mph EXP C iyWIND,LOAD._�._ �__ _SEI,SMIC ZONE _ * :_ ;- ; __.__#3:_ F �_! i ROOF SLOPE - i 32� DEGREES _ I ROOF DEAD LOAD. ;10 PSF ROOF LIVE LOAD i 20 PSF-' CEILING DEAD LOAD _.... 5 PSF CEILING LIVE LOAD.-10-PSF_w_— _ _,.__ _.:-�• I _ . FLOOR DEAD LOAD 10 PSF ` FLOOR LIVE LOAD ... _ 40 PSF-- SF. ASSUME: ASSUME: ALLOWABLE SOIL BEARING'PRESSURE - = 1200-PSF - I i HEADER OVER GARAGE: w_ � 3 ! LENGTH= 16 FT:.. _ UNIFORM DEAD LOAD= (ROOF DEAD LOAD.+ CEILING DEAD LOAD) * 21'/ 2 = - " -157.5 PLF-, s UNIFORM LIVE LOAD= (ROOF. LIVE LOAD:+: CEILING LIVE LOAD) * 21'7 . 2� 315 I �-DESIGN ANALYSIS:. -(SEE ENERCALC SHEET ON PAGE 2) - - - - a. USE: 3 1/2"x11 7/8" PARALLAM PSL . •._.'. _ _ _..:___ ... _._ _. _�_� ._.._:___ ,.- .. + - FTYPICAL FLOOR BEAM: LENGTH = 7.5 FT , UNI FORM, DEAD LOAD = FLOOR DEAD LOAD * (12.333' +-•11:5') / 2.=':"; : "_ "" "119'.2. PLF,-"''- i i UNIFORM LIVE LOAD= FLOOR LIVE LOAD *(12.333'+-11.5')/2 -- 476.7 PLF • t DESIGN ANALYSIS: r ; ' E _�D� SSI;pNq �S l JA- ,-' _,(SEE ENERCALC SHEET_ON•PAGE 3)T;;.�_ _.' `�� USE: 6x8 DOUGLAS FIR LARCH #1 - W m PERIMETER FOUNDATION:LL + s _ ti IL • `; , TRY: 1 FT WIDE BY 0 667 FT THICKFOOTINGL i t SOIL BEARING = (ROOF DEAD LOAD + ROOF LIVE LOAD + CEILING DEAD LOAD + CEILING LIVE LOAD) ' (29'/ 2)/ WIDTH OF FTG. I SOIL BEARING - 652.5 PSF < 1200 PSF-_l_- OK 1 USE: 1 .FT WIDE --BY ____0.667,FT:THICK FOOTING.-,._. James Y. -January Arch/Eng. 10293 Cohasset Road Chico, California 95973 , (916) 342-1386 FAX (916) 342-1667 ' Date: 05121197 'Page: 2 GENERAL -TIMBER BEAM DESIGN ,Jogs gl� NEW RESIDENCE FOR CHARLTON., HEADER OVER GARAGE BEAM DATA SPAN DATA Timber Section End Fixity Pin:Pin Center Span = 16.00 ft Beam Width = 3.500'in Elastic Modulus = 2000000 psi . Left Cantilever = 0.00 -ft Beam Depth = 11.881n Beam Density ,36.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 0.00 in Load Duration Factor = 1.00 UNBRACED LENGTHS Fb • Bending = 2900 psi Beam Wt. is Added to Loads Le : Center Span = 3.84 ft Fv • Shear = 290 psi . End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc'- Bearing = 650 psi" Le : Right Cant. = 0.00 ft APPLIED LOADS Uniform Load @ Center Span: DL =. 210.0 plf LL = 315.0 plf SUMMARY USING 3.500 x 11.875 Beam, Bending = 86.18%, Shear = 53.30% Max. Pos Mom @ 8.00 ft 17.13 k -ft Shear: Max. @ Left_ = 4.28 k Reactions... DL Maximum Max. Neg Mom @ 0.00 ft 0.00 k -ft ....used for dsgn = 6.42 k Left = 1.76 k 4.28 k Max @ Left 0.00 k -ft ....Area Req'd , 22.15 in2 Right = 1.76 k 4.28 k . Max @ Right = 0.00 k -ft Max. @ Right = 4.28 k Max. Allow Moment = 19.88 k -ft ....used for dsgn = 6.42 k Deflections... fb : Max. Actual = 2499.3 psi ....Area Req'd 22.15 in2 Center •0.33 in -0.81 in Fb : Allowable = 2900.0 psi fv : Max. Actual 154.58 psi ....Dist 8.00 ft 8.000 ft Fv : Allowable = 290.0 psi ...LlDefl = 5-77 238 Ck = .811(EIFb)'.5 = 21.30 Left = 0.00 in 0.000 in - Cs = (LeD1B'2)'.5 8.21 ' Y Bearing Req'd @ Left = 1.88 in ...LlDefl = 0 0 Cf = (121d)".111 = 1.00 Bearing Req'd @ Right = 1.88 in Right = 0.00 in 0.000 in r 1 ...LlDefl = 0 0 r e R t V4.4133 (c) 1983.95 ENERCALC d JAMES J. JANUARY ARCHIENG, Z G:KW-060266 + James J. January Arch/Eng. 10293 Cohasset Road ' Chico, California 95973 r (916) 342-1386 ` FAX (916)-342-1667 Date: 05121197, Page: 3 GENERAL TIMBER BEAM DESIGN oa- 40 NEW RESIDENCE FOR CHARLTON TYPICAL FLOOR BEAM' BEAM DATA SPAN DATA Timber Section 6X8 End Fixity Pin:Pin Center Span . = 7.50 ft Beam Width 5.500 in - Elastic Modulus = 1600000 psi Left Cantilever = 0.00 ft Beam Depth = 7.50'in Beam Density = 36.0 pcf Right Cantilever = 0.00 ft ► Lamination Thickness = 0.00 in Load Duration Factor 1.00 UNBRACED LENGTHS Fb - Bending 1350 psi Beam Wt. is Added to Loads' - ; Le : Center Span = 0.00 ft Fv - Shear • 85 psi End Shear'Calc'd @ 'd' distance Le : Left Cant. = 0.00 ft Fc - Bearing = 625 psi Le': Right Cant. = 0.00 ft. APPLIED LOADS Uniform Load @ Center Span: DL = 119.2 plf LL - 476.7 plf " r SUMMARY USING 5.500 x 7.500 Beam, Bending - 73.48%, Shear = 80.91% Max. Pos Mom @ 3.75 ft = 4.26 k -ft Shear: Max. @ Left= t 2.27 k Reactions... DL Maximum Max. Neg Mom @ 7.50 ft - 0.00 k -ft ....used for dsgn 2.84 k Left = 0.49 k 2.27 k Max @ Left - 0.00 k -ft ....Area Req'd " 33.38 in2 Right = 0.49 k 2.27. k Y Max @ Right = 0.00 k -ft Max. @ Right = 2.27 k Max. Allow Moment = 5.80 k -ft ...used for dsgn 2.84 k Deflections... fb : Max. Actual = 992.0 psi ....Aiea Req'd = 33.38 in2 Center - -0.03 in -0.14 in Fb : Allowable 1350.0 psi fv : Max. Actual 68.78 psi ....Dist = 3.75 ft 3.750 ft Fv : Allowable = 85.0 psi, ...LlDefl = 3020 645 Ck - .811(EIFb)".5 = 27.92 Left - 0.00 in 0.000 in Cs - (LeD1B-2)".5 = 0.00 ' Bearing Req'd @ left 0.66 in ...LlDefl 0 0 Cf = (121d)".111 = :1:00 Bearing Req'd @ Right - 0.66 in Right - 0.00 in 0.000 in ...L/Deft - 0 0 •y 3 - r 4 V4.4133 (c)1983-95 ENERCALC JAMES J. JANUARY ARCHIENG, Z G:KW-060266 vt James PAGE OF Joseph JOB NO. January BY DATE O ARCHITECT PROJECT PAGE 4 ENGINEER JOB 819 ziADDED 10-2-97 10293 COHASSET ROAD CHICO, CALIFORNIA 95973 (916) 342.1386 FAX 342-1667 RIDGE BEAM AT LIVING ROOM: w(ridge) FF � t l 16.333' ! w(ridge) = 14 5'` (10psf + 16psfl +- 9.828' ' 1.Opsf " (4.672'/ 14.5') - t . w(ndge) = t- 409 PLF _ _ I l r 1 �— ,- 1 T1 I i r i i 1 _ r �c DESIGN ANALYSIS:.Y;_� .____ : _. - j (SEE COMPUTER SHEET ON PAGE 6) , USE — 3 1/2"'x 11-7/8" PARALLAM PSL : `- i HEADER EOR LIVING ROOM RIDGE BEAM - - -I . , r t ! 3 Z. 5 E I I I,1.7-- - --- ii - - - ; -;- - [[ 5 t � t 1 , 1t i �I i - -- - - - - - - 10 —� ` J J ! - - --;._ _i T .;_ _ _ 1_ (— - ,- -�-' _i A- -4j. t I P ; � 3337 LBS- i -4.IT - - - DESIGN ANALYSIS _ (SEE COMPUTER SHEET ON PAGE 6) (USE 4x16 DOUGLAS FIR LARCH #2 I rr _ I ; i 17 r t4 I T J%mes Joseph. Ph. January ARCHITECT PAGE 5 ENGINEER JOB 819 ADDED 10-2-97 10293 COHASSET ROAD CHICO, CALIFORNIA 95973 (916) 342-1386 FAX 342-1667 LL CEILING JOISTS AT GARAGE: w(ceiling) PAGE S OF JOB NO. BY DATE PROJECT -7 c.V, A j 21 UNIFORM LOADING FROM (10 psf +-lop*s�.i.. - r W( '40 PLF DESIGN ANALYSIS-. (SEE COMPUTER SHEETS ON PAGE 7) ---- --- USE.-, 2X8 DOUGLAS'FIR #2'- 7 - POST AT RIDGE BEAM: ------ L *CONCENTRATED LOAD W(ridge) 16.333'/. 2 (P) P.=.- 3337 LBS - DESIGN ANALYSIS -t'(SEE COMPUTER SHEETS ON. PAGE 8) .—USE:�+4X6 DOUGLAS FIR#1--------4----- 7 77. _j 7 L 1-.- j 4 7-1 '7 James J. January- Arch/Eng 10293 Cohasset Road Chico, California 95973 (916) 342-1386 FAX (916) 342-1667 �& Date: 10/03/97 Page: TIMBER JOIST & RAFTER DESIGN RIDGE BEAM` NFA b� DESIGN DATA 1 2 - Timber Section --- ....Depth in : 11.88 _ 1 1.88 51/ X II /a r�ALLp M ,SSL ....Width in : 3.50 3.50 Le: Unsupp ft : 2.00 6.00 Fb- Allow psi 2900.00 2900.00 Fv- Allow psi 290.00 _ 290.00 Mastic Mod. ksi 2000.00 2000.00 Load Duration Factor 1.00 1,00 Stress Ratio ->> 0.63 0.45 CENTER SPAN -OK- -OK- Span Length ft :. 16.33 11.50 Uniform DL plf 409.00 10.00 LL plf 0.00 20.00 Point DL # : 0.00 3340.00 LL # : 0.00 0.00 X -Dist ft : 0.00 4.50 RESULTS Mmax @ Cntr k -in 163.60 115.10 X -Dist ft : 8.16 4.52 REACTIONS Left: Dead Load # : 3339.48 2090.54 Live Load # : 0.00 115.00 Right: Dead Load # : 3339.48 1364.46 Live Load # 0.00 115.00 STRESSES -OK- -OK- t-� Fb.. Allow psi 3156.0 3118.0 Fb.. Actual psi 1987.2 1398.0 Fv.. Allow psi 290.00 290.00 Fv.. Actual psi 106.02 78.49 DEFLECTIONS Center... Dead Load in : -0.669 -0.180 X -Dist ft : 8.16 5.37 DL Ratio 293 769 Live Load in 0.000 -0.008 X=Dist ft : 0.00 5.75 LL Ratio 0 17150 Total Defl in": -0.669 -0.188 X -Dist ft 8.16 5.44 Ratio 293 736 V4.41) (c) 1983-96 ENERCALC JAMES J. JANUARY ARCH/ENG, Z G:KW-060266 w James J. January Arch / Eng' 10293 Cohasset Road Chico; California 95973 (916) 342-1386 ' FAX (916) 342-1667 , Date: 10102197, Page: 17 MULTI -SPAN TIMBER BEAM DESIGN Jpg g I NEW RESIDENCE FOR CHARLTON CEILING JOIST GENERAL DATA - 1 2 - -All All Spans Simple Support ?? : • NO Spans Length - ft : 10.50 10.50 End Fixity: Pin:Pin Pin:Pin • Beam Width in : 1.500 1.500 ` Beam Depth in : 7.25 7.25 CALCULATED VALUES -OK- -OK- F'b-Modified Allow. psi : 507.8 507.8 fb -Actual.. - psi : 503.4 503.4 ' F'v-Modified Allow. psi : 95.0 95.0 fv (actual) ' 1.5 psi : 32.7 32.7 Moment,@ Left k -in : 0.0 -6.6 . ' Moment @ Right k -in : -6.6 0.0 t Max. Mom. @ Mid -Span k -in : 3.7 3.7 X-Disf ft : 3.92 6.58 f Shears: Left k : 0.16 0.26 ' Right k : -0.26 -0:16 Reaction @ Left DL k 0.16 0.52 -' LL k : 0.00 0.00 Total k : "0.16 0.52 Reaction @ Right OL k : 0.52 0.16 t LL k : 0.00 0.00 Total k : 0.52 0.16 Max. Defl. @ Mid Span in : -0.060 -0.060 X -Dist ft : 4.41 6.09 DESIGN DATA Le: Unsupported Length ft : 20.16 20.1.6, Fb:Basic Allowable ' psi : 1006.0 1006.0 ' Fv:Basic Allowable psi : 95.0 95.0 Elastic Modulus ksi : 1600 1600 Load Duration Factor 1.00 1.00 APPLIED LOADS , Use Live Load on This Span ? Yes Yes Uniform...... OL plf : 40.0 40.0 LL plf : 0.0 0.0 ' QUERY VALUES Location ..... ft : 0.00 0.00 Shear N : 0.16 0.26 Moment k -in : 0.00 -6.61 Deflection in : 0.000 0.000 r L , V4.413 (c) 1983.96 ENERCALC _ JAMES J. JANUARY ARCHIENG, Z G:KW-060266 James J. January Arch/Eng . w 10293 Cohasset Road Chico, California 95973 (916) 342-1386' FAX (916) 342-1667 r j Date: 10/02/97• Page: g TIMBER COLUMN DESIGN o3 81.1 F„ NEW RESIDENCE FOR CHARLTON POST FOR RIDGE.{ + Design Data Allowable Stresses + Column Depth = 5.50 in Fc: Parallel to Grain = 1450 psi ; Column Width' = 3.50 in Fb: Bending a 1000 psi Load Duration Factor = 1.00 Elastic Modulus = 1700000 psi - Total Column Ht = . 15.50 ft Le for X-X Axis Axial Loads 7.25 ft Le for Y-Y Axis Axial Loads 15.50 ft Le for X-X Bending = 15.50 ft Applied Loads r Dead Live t Short Term Axial Load = 3340.0 # 0.0 # 0.0 # ...Eccentricity = 0.00 in (along "depth" axis) Transverse Moment = 0 in-# 0 in-# 0 in-# Eccentric Side Load = 0 # 0 # 0 # j ....Eccentricity =• 0.00 in 0.00 in 0.00 in • ....Distance above Base = 0.00 ft 0.00 ft O.00,in, Calculated Moments , Equivalent Load @ Mid-Height 0 # 0 # 0# Side Load Moment = 0 in-# 0 in-# 0 in-# , Max. Design Moment = 0 in-# 0 in-# 0 in-# Design Summary „ DL+LL DL+LL+ST DL+ST - Actual Axial Stress = 173.5 psi 173.5 psi 173.5 psi' , Allowable = 176.9 psi 176.9 psi 176.9 psi Actual Bending Stress = • 0.0 psi 0.0 psi 0.0 psi Allowable = 991.4 psi ` 991.4 psi 991.4 psi Stress.-Interaction Value 0.981 -OK- 0.981 -OK- 0.981 -OK- ' I t V4.4D (c) 1983-96 ENERCALC JAMES J. JANUARY ARCH/ENG, 2 G:KW-060266 LOAD SUMMARY { . *Use normal force method *Exposure B *Basic wind speed: 75 mph P = Ce Cq qs I Walls ' P = .62 * 1.3 *.14.5 * 1.0 = ..0117 ksf < 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. ? P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P = .76 * 1.3 * 14.5 * 1.0 =..0143 ksf @ 30 ft. Roofs 2:12 to less than 9:12 f" P = .62 * 1.0 * 14.5 * 1.0 = .009 ksf < 15...f t. P .67 * 1.0 * 14.5 * 1.0 = .010 ksf @ 20 ft. P = -.72 * 1 .0 *, 14.5 * 1 .0 =. .011 ksf @ 25 ft. P = .76 * 1 .0 * 1.4.5 * 1 .0••,.=..:011 ksf @ 30. ft. - Roofs 9:12 to 12:12 P = .62 * 1.1 .* 14.5 * 1.0 = .010 ksf, < 15 ft. P .67 * 1.1.* 14.5 * 1.0 = .011 ksf @'20 ft. ' P = .72 * 1 . 1 "'* 14.5 * 1.0 = .012' 'ksf @ 25 ft. P = .76 * 1.1 * 14.5 * 1.0 = .012 ksf @ 30 -ft. j. t Date:, 4/26/2005 Reactions Package Time: 7:42:43 AM Page: 2 of 8 Reactions "Siim_ Reo - Shape: XLBuilding Builder Contact: Project: Charlton 35x40xl4 Name: BCM Construction Company, Inc. Builder PO #: Address: 2990 Highway 32, Ste 100 Jobsite: 189 MOUNTAIN RANCH ROAD City, State Zip: Chico, California 95973 Country: United States City, State Zip: CHICO, California 95973 County, Country: Butte, United States Loads and Codes - Shape: XLBuilding City: CHICO County: Butte State: California Building Code: 1997 Uniform Building Code Built Up: 89AISC Building Use: Standard Occupancies Cold Form: 89AISI Dead and Collateral Loads Collateral Gravity:0.00 psf Roof Covering + Second. Dead Load: 2.30 psf Collateral Uplift: 0.00 psf Frame Weight (assumed for seismic):2.50 psf Wind Load Wind Speed: 76.00 mph Wind Exposure (Factor): B (0.607) Parts Wind Exposure Factor: 0.607 Wind Enclosure: Enclosed Wind Importance Factor: 1.000 Base Elevation: 0/0/0 Primary Zone Strip Width: N/A Parts / Portions Zone Strip Width: 3/6/0 Basic Wind Pressure: 8.98 psf Snow Load Ground Snow Load: 35.00 psf Design Snow (Sloped): 31.50 psf Snow Exposure Category (Factor): 2 Sheltered (0.90) Snow Importance: 1 000 Ground / Roof Conversion: 1.00 % Snow Used in Seismic: 25.00 Seismic Snow Load: 7.87 psf Country: United States Rainfall: 4.00 in per hour Allow. Overstress: Frm: 1.03, Sec: 1.03, Brc: 1.03 Live Load Live Load: 20.00 psf Not Reducible LL for Below Eave Canopy:N/A Seismic Load Seismic: Zone 3 Seismic Importance: 1.000 Framing Seismic Period: 0.2533 Bracing Seismic Period: 0.1448 Framing R -Factor: 4.5000 Bracing R -Factor: 5.6000 Soil Profile Type: Stiff soil (D, 4) Frame Redundancy Factor:1.0000 Brace Redundancy Factor: 1.0000 Frame Seismic Factor (Cs): 0.2000 Brace Seismic Factor (Cs): 0.1800 Per Article 2.9 in the Builder Agreement, VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site. Load Type Descriptions D CG Material Dead Weight ' C Collateral Load L Collateral Load for Gravity Cases CU Collateral Load for Wind Cases ^ASL Live Load Alternate Span Live Load, Shifted Left ASL^ Alternate Span Live Load, Shifted Right S Snow Load PL2 Partial Live, Full, 2 Spans *USI Unbalanced Snow Load 1, Shifted Left US1* US2* Unbalanced Snow Load 1, Shifted Right *US2 Unbalanced Snow Load 2, Shifted Left SD Unbalanced Snow Load 2, Shifted Right SS Sliding Snow Load RS Snow Drift Load PFl Partial Load, Full, 1 Span PHI Rain Surcharge Load PF2 Partial Load, Full, 2 Spans PH2 Partial Load, Half, 1 Span W Wind Load Partial Load, Half, 2 Spans <Wl Wind Load, Case 1, Left Wl> Wind Load, Case 1, Right <W2 Wind Load, Case 2, Left W2> Wind Load, Case 2, Right <W3 Wind Load, Case 3, Left W3>, Wind Load, Case 3, Right <W4 Wind Load, Case 4, Left W4> Wind Load, Case 4, Right <W5 Wind Load, Case 5, Left, W5> Wind Load, Case 5, Right <W6 Wind Load, Case 6, Left W6> Wind Load, Case 6, Right WPR Wind Load, II Ridge, Right WP Wind Load, Parallel to Ridge WP Wind Parallel -Ref A, Case 1 WPL Wind Load, II Ridge, Left WPBB I 1 Wind Parallel - Ref B, Case 1 WPA2 Wind Parallel - Ref A, Case 2 WPCI Wind Parallel - Ref C, Case 1 WPB2 Wind Parallel - Ref B, Case 2 WPDl Wind Parallel - Ref D, Case 1 WPC2 Wind Parallel - Ref C, Case 2 WBI> Wind Brace Reaction, Case 1, Right WPD2 Wind Parallel - Ref D, Case 2 WB2> Wind Brace Reaction, Case 2, Right <WB1 Wind Brace Reaction, Case 1, Left WB3> Wind Brace Reaction, Case 3, Right <WB2 Wind Brace Reaction, Case 2, Left WB4> Wind Brace Reaction, Case 4, Right g <WB3 Wind Brace Reaction, Case 3, Left WBS> Wind Brace Reaction, Case 5, Right <WB4 Wind Brace Reaction, Case 4, Left WB6> Wind Brace Reaction, Case 6, Right <WB5 ; Wind Brace Reaction, Case 5, Left E Seismic Load <WB6 Wind Brace Reaction, Case 6, Left <E Seismic Load, Le Left E> Seismic Load, Right EG+ Vertical Seismic Effect, Additive EG EG- Vertical Seismic Effect Vertical Seismic Effect, Subtractive VPC Fi.Ie:ME0500438-010E1'.vpc VPC Version :5.2b Eik 1 11_ U II. D 4 NIG DE Pfik' R W VPC File:ME0500438-010El.vpc VPC Version :5.2b Date: 4/26/2005 Reactions Package Time: 7:42:43 AM Page: 3 of 8 EB> Seismic Brace Reaction, Right <EB Seismic Brace Reaction, Left FL *FL Floor Live Load Alternate Span Floor Live Load, Shifted Left FL* FD Alternate Span Floor Live Load, Shifted Right AL Auxiliary Live Load AL*> Floor Dead Load Auxiliary Live Load, Right, Right Ala Auxiliary Live Load, Right, Left <AL* Auxiliary Live Load, Left Right < AL Auxiliary Live Load, Left Left AL* Aux Live, Right , *AL AL>(1) Aux Live, Left Auxiliary Live Load, Right, Left, Aisle 1 AL*>(1) <AL*(1) Auxiliary Live Load, Right, Right; Aisle 1 Auxiliary <*AL(1) *AL(1) Auxiliary Live Load, Left, Left, Aisle l AL*(1) Live Load, Left, Right, Aisle 1 Aux Live, Right, Aisle 1 *Ala(2) Aux Live, Left, Aisle 1 AuxiliaryLive Load, Right, ght, Left; Aisle 2 AL*>(2) *kRight, AuxiliaryLive Load, Right Aisle 2 <*AL(2) *AL(2) Auxiliary Live Load, Left, Left, Aisle 2 <AL (2) AL*(2) Auxiliary Live Load, Left, Right, Aisle 2 Aux Live, Right, Aisle 2 *AL>(3) Aux Live, Left, Aisle 2 Auxiliary Live Load, Right, Left, Aisle 3 AL*>(3) Auxiliary Live Load, Right, Right, Aisle 3 AL(3) Auxiliary Live Load, Left, Left, Aisle 3 <AL*(3) AL*(3) Auxiliary Live Load, Left, Right, Aisle 3 Aux Live, Right, Aisle 3 AL(3) *AL>(4) Aux Live, Left, Aisle 3 Auxiliary Live Load, Right, Left, Aisle 4 AL*>(4) Auxiliary Live Load, Right, Right, Aisle 4 s *AL(4) Auxiliary Live Load, Left, Left, Aisle 4 <AL*(4) AL*(4) Auxiliary Live Load, Lek Ri ght Aux Li, Right, Aisle 4 Aisle 4 *) () Aux Live, Left; Aisle 4 Auxiliary Live Load, Right, Left, Aisle 5 AL*>(5) Auxiliary Live Load, Right, Right, Aisle 5 * AL(5) Auxiliary Live Load, Left, Left, Aisle 5 <AL*(5) AL*(5) Auxiliary Live Load, Left, Right, Aisle 5 Aux Live, Right, Aisle 5 AL(5) ALB> Aux Live, Left, Aisle 5 ALB Aux Live Bracing Reaction WALB> Aux Live Bracing Reaction, Right Wind, Aux Live Bracing Reaction, Right <ALB Aux Live Bracing Reaction, Left ALB>(1) ti Aux Live Bracing Reaction, Right, Aisle 1 <WALB <ALB(1) Wind, Aux Live Bracing Reaction, Left Aux Live Bracing Reaction, Left, Aisle 1 WALB>(1) ALB>(2) Wind, Aux Live Bracing Reaction, Right, Aisle I Aux Live <WALB(1) Wind, Aux Live Bracing Reaction, Left, Aisle 1 WALB>(2) Bracing Reaction, Right, Aisle 2 Wind, Aux Live Bracing Reaction, Right, Aisle 2 <ALB(2) Aux Live Bracing Reaction, Left, Aisle 2 ALB>(3) Aux Live Bracing Reaction, Right, Aisle 3 <WALB(2) <ALB(3) Wind, Aux Live Bracing Reaction, Left, Aisle 2 Aux Live W Wind, Aux Live Bracing Reaction, Right, Aisle 3 <WALB(3) Bracing Reaction, Left Aisle 3 Wind, Aux Live Bracing Reaction, Left, Aisle 3 B>(4)) ALB>(4) WALB>(4) Aux Live Bracing Reaction, Right, Aisle 4 Wind, Aux Live Bracing Reaction, Right, Aisle 4 <ALB(4) Aux Live Bracing Reaction, Left, Aisle 4 ALB>(5) Aux Live Bracing Reaction, Right, Aisle 5 <WALB(4) <ALB(5) Wind, Aux Live Bracing Reaction, Left Aisle 4 Aux Live Bracing Reaction, Left, Aisle 5 WALB>(5) WALB Wind, Aux Live Bracing Reaction, Right, Aisle 5 <WALB(5) Wind, Aux Live Bracing Reaction, Left, Aisle 5 UO Wind, Aux Live Bracing Reaction . AD Auxiliary Dead Load U2 User Defined Load User Defined Load - 2 Ul User Defined Load - 1 U4 'User Defined Load - 4 U3 US User Defined Load - 3 User Defined Load - 5 U6 U8 User Defined Load - 6 User Defined Load - 8 U7 User Defined Load - 7 UB User Brace Reaction U9 UB 1' User Defined Load - 9 User Brace Reaction - 1 U132 ` U134 - User Brace Reaction - 2 User Brace Reaction - 4 UB3 User Brace Reaction - 3 U136 User Brace Reaction - 6 UB5 U137 User Brace Reaction - 5 User Brace Reaction - 7 UB8 R User Brace Reaction - 8 U139 , User Brace Reaction - 9 V Rain Load Shear T Temperature Load Eik 1 11_ U II. D 4 NIG DE Pfik' R W VPC File:ME0500438-010El.vpc VPC Version :5.2b Dater 4/2612005 Reactions Package Time: 7:42:43 AM Page: 4 of 8 { Overall Building Description Shape F Overall Overall - Floor Area Wall Area Roof Area Max. Eave Min. Eave Max. Roof Min. Roof Width I Len (sq. ft.) (s . ft.) (sq. ft.) Height Height 2 Pitch Pitch XLBui 1 35/0/0 1 40/0/0 14001 2151 1 1405.J. 14/0/0 1 14/0/0 1.000:12 1.000:12 Peak Hei t 15/5/8 Overall Shape Descri tion Roof 1 Roof 2 From Grid I To Grid I Width Length Eave Ht. Eave Ht. 2 Pitch Pitch 2 Dist. to Ride Peak Hei ht A B 1 -AI 1-F 1 35/0/0 40/0/0 14/0/0 14/0/0 1.000:12 1.000:12 1 17/6/0 1 15/5/8 �A_ •, ART G DE VPC FHe:ME0500438-0I0EI.vpc VPC Version :5.2b 2 z cn r 4 ri �A_ •, ART G DE VPC FHe:ME0500438-0I0EI.vpc VPC Version :5.2b r - Date: 4/26/2005 ' Reactions Package Time: 7:42:43 AM Page: 5 of 8 Wall: 4, Frame,at: 0/8/8 Design Load Combinations'- Fr No. Origin Factor 1.000 Application 1.0 D + 1.0 CG +1 A LLSystem tionSystem 1.000 1.0D+1.0CG+1.0S S3' S4 System 1000 1.0 D + 1.0 CG + 1.0 USI* System 1.000 1.0 D + 1.0 CG + 1.0 *US 1Sj *US 15 System 1.333 1.0 D + 1.0 W1> 6 System 1.333 1.0D+1.0<W1 FDe,cri.,,escri 7 System 1.333 1.0 D+ 1.0 WP 8 System 1.333 1.0 D + 1.0 CG + 0.250 S + 0.714�E> + E>9 System 1.333 1.0D+I.0CG+0.250S+0.714<E S+<E10 System 1.333 1.0D+0.500S+1.0W1> I>11 System 1.333 1.0 D+ 0.500 S+ 1.0<Wl l 12 System 1.333 1.0 D + 0.500 S + 1.0 WP D + S + WP 13 14 System System 1.333 1.333 1.0 D+ 1.0 CG+ 1.0 S+ 0.500W1> D +CG+S+WI> 15 System ' 1.333 1.0D+1.0CG+I.0S+0.500<WI 1.0D+1.0CG+1.0S+0.500 WP D+CG+S+<Wl +CG+S+WP All -l"17 FE COON* Vv _ Wj ><; VPC File:ME0500438-0 I OEI.vpc VPC Version :5.2b Date: 4/26/2005 Reactions Package Time: 7:42:43 AM J. Page: 6 of 8 " Wall: 4, Frame at: 0/8/8 Frame ID:LEWPost &Beam Frame Type:Single Zee Endwall Vy vy vy vy tti �ti Hx �H. 1 Values shown are resisting forces of the foundation. Rearfinnc _ I nad Toon f V-. 91--x. i Type Interior Column Interior Column Interior Column Interior Column X -L 1/0/0 5/9/0 29/3/0 34/0/0 # Gridl -Grid2 1-E I -D 1-C 1-B Base Plate W x L (in.) 4 x 6.5 4 x 6.5 4 x 6.5 4 x 6.5 Base Plate Thickness (in.) 0.250 0.250 0.250 0.250 Anchor Bolt Qty/Diam. (in.) 2-0.750 2-0.750 j2-0.750 2-0.750 Column Base Elm 100'-0" 100'-0" 100'-0" 1 100'-0" Load Type Desc. Hx Hz Vy Hx Hz Vy, HX Hz Vy I Rx Hz V D Frm - -0.13 (k) 0.73' (k) 0.73 - -0.13 CG Frm - (in -k) - 0.17 L Frm - -1.23 2.07 2 4.86 5 4.86 - -1.23 S Frm - -1.94 7.66 0.77 6 7.66 5 -1.94 USI" Frm - -1.48 - 4.71' - 29/3/0 6.77 - -1.43 "USI Frm - -1.43 6 0.77 6.77 0.81 - 4.71 - -1.48 WI> Frm - 0.17 0.39 - 0.77 -1.54' 0.77 -1.54 0.17 1 0.17 0.39 <WI Frm - -0.17 0.39 2 -0.77 -1.54 -0.77 -1.54 -0.17 0.39 WP Frm - - 0.39 -1.54 - - -1.54 - 0.39 E> Frm - 0.03 - 0.03 - <E Fnn -0.03 - -0.03 f 1 - Maximum Rearfinnc .Q,.-- •o - X -1-10C Grid Hrz left Load Hrz Right Load Hrz In Load 'Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case '(ix) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case 1/0/0 1-E (k) (k) (k) (k) (k) (k) (in -k) (in -k) - 0.17 6 0.17 5 2.07 2 0.26 5 5/9/0 - 1-D 0.77 6 0.77 5 0.81 5 8.39 2 29/3/0 1-C 0.77 6 0.77 5 0.81 5 8.39 2 34/0/0 1-B 0.17 1 6 1 0.17 1 5 2.07 2 0.26 1 5 CCUa b VPC File: ME0500438-0 I OE 1. vpc VPC Version :5.2b 9 Date: 4/26/2005• Reactions PackageTime: 7;42:43 AM / Page: 7 of 8 �.,.... Wall: 4, Frame.at: 20/0/0 Frame ID:Rigid Frame Frame Type:Rigid Frame Vy vy ti Hx i Values shown are resisting forces of the foundation. Reactions - Lnad Tvnn at Fra...o !`,- C.....:..... q �Pe Exterior Column Exterior Column Hrz left (-Hx) (k) 2.16 6.09 Frm 0 Load Case 14 6 X -Loc 0/0/0 35/0/0 Frm Maxim„m Rvartinnc Q--, c�...-. - Gridl - Grid2 2-F 2-A Load Case 2 2 Mom cw (-Mzz) (m -k) Base Plate W x L (in.) 8 x 13 8 x 13 Base Plate Thickness (in.) 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 Column Base Elev. .- 100'-0" 100'-0" Load Type Desc. fix V Hx V D Frm 0.50 1.38 -0.50 1.38 CG Frm - - L Frm 2.69., 6.75 -2.69 6.75 , S Frm 5.29 13.29 -5.29. 13.29 US 1 * Frm 3.97 8.18 -3.97 11.75 *USI Frm 3.97 11.75 -3.97 8.18 Wl> Frm -2.66 -2-83- -0.61 -1.42 <Wl Frm 0.61 -1.42 2.66 -2.83 wP Frm -0.03 -2.12 0.03 -2.12 .93 -0.77 -0.93 0.77 0.93 0.77 1 0.93 -0.77 _ X_ -Loc 0/0/0 35/0/0 E> Hrz left (-Hx) (k) 2.16 6.09 Frm 0 Load Case 14 6 <E Load Case Frm Maxim„m Rvartinnc Q--, c�...-. - X_ -Loc 0/0/0 35/0/0 Grid 2-F 2-A Hrz left (-Hx) (k) 2.16 6.09 Load Hrz Right Case (Hx) (k)(k) 5 6.09 13 2.16 Load Case 14 6 Hrz In (-Hz) Load Case . Hrz Out (Hz) (k) Load Case Uplift (-Vy) (k) 1.44 1.44 Load Case 5 6 Vrt Down (Vy) W 14.68 14.68 Load Case 2 2 Mom cw (-Mzz) (m -k) _ Load Mom ccw Load Case (Mzz) Case (in -k) BUTTE Omyh d - DAN a DE PARTTMIR014 4 P P VPC FIIe:ME0500438-OIOEI.vpc VPC Version :5.2b Reactions Package l Wall: 4, Frame at: 39/3/8 Frame ID:REWPost & Beam Frame Type:Single Zee Endwall 0 jz Vy Vy Vy Hx �ti �� Hx 1 Values shown are resisting forces of the foundation. Reactions - Load Tuve at Frame Crncc RArtinn• A Dater 4/26/2005 Time: 7:42:43 AM Page: 8 of 8 Type Grid Interior Column Interior Column Interior Column Interior Column X -Loc 1/0/0 Load 5/9/0 Load Vrt Dowu Load 29/3/0 Load 3410/0 Gridl - Grid2 3-E (Hx) 3-D 3-C (Hz) 3-B Base Plate W x L (in.) (-Mzz) 4 x 6.5 (Mzz) CaseO 4 x 6.5 -E 4 x 6.5 4 x 6.5 Base Plate Thickness (in.) 0.250. 0.250 0.250 (in -k) 0.250 (� k)1/0/0'3 Anchor Bolt Qty/Diam. (in.) 2-0.750, 2-0.750 2 - 0.750 THrz 2 -.250 0.750 0.17 Column Base Elev. 100'-0" 100'-0. 100.75 3-C 100'-0" Load Type Desc. Hx Hz V Hx . Hz V Hx Hz V Hx Hz V D Frm - - -0.13 - 0.73 0.73 -0.13 CG Frm 234/0/0 - - L S Frm 1.23 0.17 4.86 - 4.86 - 1.23 - USI* Frm Frm -1.94 7.66 7.66 -1.94 *USI Frm - -1.48 -1.43 - 4.71 6.77 6.77 -1.43 W1> Frm 0.17 0.39 0.77 -1.54 - - 0.77 4.71 -1.54 0.17 1.48 0.39 - <WI WP Frm -0.17 0.39 -0.77 -1.54 - -0.77 -1.54 -0.17 0.39 E> Frm - 0.39 - - -1.54 - -1.54 0.39 Frm 0.03 - 0.03 <E Frm, -0.03 -0.03 - Maximum Reaetinns c„m- X -Loc Grid Hrz left Load HrzRight Hrz Out Load Uplift Load Vrt Dowu Load Mom cw Load Mom ccw Load(-Hx) Case (Hx) (Hz) Caset2.O7 Case (-Mzz) Case (Mzz) CaseO -E (k)(k) (k) (in -k) (� k)1/0/0'3 THrz 0.17 5 0.26 55/9/03-D 3-C 0.77 5 ftCase(Vy) 8.39 229/3/0 3-B. 0.77 5•8.39 234/0/0 0.17 5 0.26 5 - - BUTTE .� L DING DEP RTM'c?t. RIC V VPC File:ME0500438-0I0E1.vpc VPC Version :5.2b ` Date:, 4/26/2005' Calculations Package g • Time: 7:42:59 AM Page: -1 of 27 VP Buildings, Inc. 3200 Players Club Circle Memphis, TN 38125-8843 STRUCTURAL DESIGN DATA Project: Charlton 35x4Ox14 Name: ME0500438-OlOE1 Builder PO #: JObsite: 189 MOUNTAINRANCH ROAD City, State: CHICO, . California . 95973 County: Butte Country: United States TABLE OF CONTENTS Letter of Certification ........................... ........... .............................. Building Loading - Summary Report ................................................. ..2 Bracing ,Summary Report..................... ....................................................... 4 ........................................... Secondary -Summary Report ............................................ .. 6 Framing -Summary Report....................:... ............................... 7 ................................................ Covering -Summary Report..:.................... ............................... ...:::..................14 ..... ................. ..... 27 I 4-12-410s r tkl VPC Fi-Ie.ME0500438-0l0E,1.vpc m r --- VPC Version :52b Contact: SCOTT JANUARY Name: BCM Construction Company, Inc. Address: 2990 Highway 32, Ste 100 City, State: Chico, California 95973 Country: United States Calculations Package Project: Charlton 35x40x14 Builder PO #: Jobsite: 189 MOUNTAIN RANCH ROAD City, State: CHICO, California 95973 County, Country: Butte, United States Date: 4/26/2005 Time: 7:42:59 AM 2 of 27 This is to certify that the above referenced VP BUILDINGS project has been designed for the applicable portions of the following Building Code and in accordance with the order documents which have stipulated the following applied environmental loads and conditions: Overall Building Descrinrinn Shape Overall Overall Floor Area Wall�Area Roof Area Max. Eave Min. Eave Max. Roof Min. Rt Width Length (s . ft (s (s . ft.) Hei ht Hei ht 2 Pitch Pitch Buildin 35/0/0 40/0/0 1400 21 1405 14/0/0 14/0/0 1 1.000:12 1 1.000: Loads and Codes - Shape: XLBuilding City: CHICO County: Butte State: California Building Code: 1997 Uniform Building Code Built Up: 89AISC Building Use: Standard Occupancies Cold Form: 89AISI Dead and Collateral Loads Collateral Gravity:0.00 psf Roof Covering + Second. Dead Load: 2.30 psf Collateral Uplift: 0.00 psf Frame Weight (assumed for seismic):2.50 psf Wind Load Wind Speed: 76.00 mph Wind Exposure (Factor): B (0.607) Parts Wind Exposure Factor: 0.607 Wind Enclosure: Enclosed _ Wind Importance Factor: 1.000 f Base Elevation: 0/0/0 Primary Zone Strip Width: N/A Parts / Portions Zone Strip Width: 3/6/0 Basic Wind Pressure: 8.98 psf Snow Load Ground Snow Load: 35.00 psf Design Snow (Sloped): 31.50 psf Snow Exposure Category (Factor): 2 Sheltered (0.90) Snow Importance: 1.000 Ground/ Roof Conversion: 1.00 % Snow Used in Seismic: 25.00 Seismic Snow Load: 7.87 psf Country: United States Rainfall: 4.00 in per hour Allow. Overstress: Frm: 1.03, Sec: 1.03, Brc: 1.03 Live Load Live Load: 20.00 psf Not Reducible LL for Below Eave Canopy:N/A Seismic. Load Seismic: Zone 3 Seismic Importance: 1.000 Framing Seismic Period: 0.2533 Bracing Seismic Period: 0.1448 Framing R -Factor: 4.5000 Bracing R -Factor: 5.6000 Soil Profile Type: Stiff soil (D, 4) Frame Redundancy Factor:1.0000 Brace Redundancy Factor: 1.0000 Frame Seismic Factor (Cs): 0.2000 Brace Seismic Factor (Cs): 0.1800 Per Article 2.9 in the Builder Agreement, VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site. The steel design is in accordance with VP BUILDINGS standard design practices, which have been established based upon pertinent procedures and recommendations of the following organizations American Institute of Steel Construction (AISC) American Iron and Steel Institute (AISI) American Welding Society (AWS) [DI.l] American Society for Testing and Materials (ASTM) Metal Building Manufacturers Association (MBMA) AISC Category MB Manufacturer Certification. This certification DOES NOT apply to the design of the foundation or other on-site structures or components not supplied by VP BUILDINGS, nor does it apply to unauthorized modifications to framing systems provided by VP BUILDINGS. Furthermoreundetstood that certification is based upon the premise that all components famished by VP BUILDINGS will be erected or constructed in strict '1)jt�&®R,Zpf furnished by VP BUILDINGS. II h} [9 P.E. Prepared by: -►[p(' _ Reviewed by: 3 :layers < u �rct l phig:FI 38125-8843 A�" -'PAR ��. VPC File:ME0500438 0 - lOEl.vpc VPC Version :5.2b r Date: 4/26/2005 Calculations Package Time: 7:42:59 AM Page: 3 of 27 The Structural Design and/or Manufacture of this VP BUILDINGS building will be or has been at one of the following VP Buildings locations: Rainsville, AL ..... VP Alabama Plant...........................[Manufacture Only] Memphis, TN ........ VP Headquarters............................[Design Only] Pine Bluff; AR.... VP Arkansas Service Center .......... [Design and Manufacture] Turlock, CA......... VP California Service Center ......... [Design and Manufacture] St. Joseph; MO VP Missouri Service Center ...... :....[Design and Manufacture] Kernersville, NC ... VP North Carolina Service Center. [Design and Manufacture] VanWert, OH ........ VP Ohio Service Center .................[Design Only] Evansville, WI ....... VP Wisconsin Service Center ........ [Design and Manufacture] Monterrey, Mx- ...... VP Mexico Service Center ............ [Design and Manufacture] Additional Structural Material may be fabricated and provided for use in a VP Buildings building , by one of the following fabricators: BAR JOISTS - STRUCTURAL STEEL FABRICATION SML Inc. Hope; AR Addison Steel; Inc. Orlando; Fl, SMI, Inc. Fallon, NV SMI; Inc. Starke. FL PKM Steel Service; Inc. Salina; KS SMI, Inc. Iowa Falls, IA SMI, Inc. Cavice West Columbia. SC Qualico Steel Co. Inc. Webb; AL , Hancock Salem, VA Canam Washington, MO Vulcraft Grapeland,.TX Vulcraft Norfolk NE Vulcraft Florence, SC Vulcraft Brigham City, UT ISP El Paso, TX Socar Florence, SC ' Quincy Quincy, FL New Millennium , Building Systems Butler; IN This information is presented in compliance with VP Buildings' AISC Certification responsibilities.) n �:�F: ;}::;; o-;�;r��x..'.gn. ^wwk.�...:ov� ....•r::rx.:Waszs.«r.: c<?z. ,.:.--._::;:•.:.:: ,::: ..:..::.. »,..::c: :.::a.. :�;::::.:r::,1..-'"S�'"�°„r.?:`^'%?f*'y:-.x:.__..?:;ehr.;we._z...r+n::<ean...,u..,,x.,..,,....,.,d..:..::......�,..,......,......................... ....__...._ I dU TE COU b P R01VEP VPC File: ME050043 8-0 1 OEL vpc VPC Version :5.2b ` Date: 4/26/2005. Calculations Package Time: 7:42:59 AM Page: 4 of 27 ] ......»�:r...w�j Loads and Codes - Shape: XLBuilding _ City: CHICO County: Butte State: California Country: United States Building Code: 1997 Uniform Building Code Built Up: 89AISC Rainfall: 4.00 in per hour Building Use: Standard Occupancies Cold Form: 89AISI Allow Overstress: Dead and Collateral Loads Collateral Gravitv:0.00 psf Collateral Uplift: 0.00 psf Wind Load Wind Speed: 76.00 mph Wind Exposure (Factor): B(0.607) Parts Wind Exposure Factor: 0.607 Wind Enclosure: Enclosed Wind Importance Factor: 1.000 Base Elevation: 0/0/0 Primary Zone Strip Width: N/A. Parts / Portions Zone Strip Width: 3/6/0 Basic Wind Pressure: 8.98 psf Roof Covering + Second. Dead Load: 2.30 psf Frame Weight (assumed for seismic):2.50 psf Snow Load Ground Snow Load: 35.00 psf Design Snow (Sloped): 31.50 psf Snow Exposure Category (Factor): 2 Sheltered (0.90) Snow Importance: 1.000 Ground /Roof Conversion: 1'.00 %Snow Used in Seismic: 25.00 Seismic Snow Load: 7.87 psf - Deflection Conditions Frames are vertically supporting:Metal Roof Purlins and Panels Frames are laterally supporting: Metal Wall Girts and Panels Purlins are supporting:Metal Roof Panels Girts are supporting:Metal Wall Panels Frm: 1.03, Sec: 1.03, Bre: 1.03 Live Load Live Load: 20.00 psf Not Reducible LL for Below Eave Canopy:N/A Seismic Load Seismic: Zone 3 Seismic Importance: 1.000 Framing Seismic Period: 0.2533 Bracing Seismic Period: 0.1448 Framing R -Factor: 4,5000 Bracing R -Factor: 5.6000 Soil Profile Type: Stiff soil (D, 4) Frame Redundancy Factor:1.0000 Brace Redundancy Factor:1.0000 Frame Seismic Factor (Cs): 0.2000 Brace Seismic Factor (Cs): 0.1800 Per Article 2.9 in the Builder Agreement, VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site. Desi n Load Combinations - Framin No. Origin Factor Application Descri tion 1 System 1.000 1.0 D + 1.0 CG + 1.0 L D + CG + L 2 System 1.000 1.0 D + 1.0 CG + 1.0 S D + CG + S 3 Svstem 1.000 1.0 D + 1.0 CG + 1.0 USI* D + CG + 4 System 1.000 1.0 D + 1.0 CG + 1.0 *USI D + CG + *US 1 5 System 1.333 1.0D+1.0W1> D+WI> 6 System 1.333 1.0 D + 1.0 <W 1 D + <W1 7 System 1.333. 1.0 D + 1.0 WP D + WP 8 System 1.333 1.0D+I.0CG+0.250S+0J14E> D+CG+S+E> 9 System 1.333 1.0D+I.0CG+0.2505+0.714<E D+CG+S+<E 10 System 1.333 1.0 D + 0.500 S + 1.0 W 1> D + S + W 1> 11 System 1.333 1.0 D + 0.500 S + 1.0 <Wl D+S+<W1 12 Svstem 1.333 1.0 D + 0.500 S + 1.0 WP D + S + WP 13 System 1.333 1.0D+I.0CG+1.0S+0.500W1> D+CG+S+WI> 14 System 1.333 1.0D+I.0CG+1.0S+0.500<WI D+CG+S+<WI 15 System 1.333 1.0D+1.0CG+I.0S+0.500 WP D+CG+$+WP 16 Special 1.700 1.200 D + 1.200 CG + 0.250 S + 2.800 E> D + CG + S + E> 17 Special 1.700 1.200 D + 1.200 CG + 0.250 S + 2.800 <E t D + CG + $ + <E 18 Special 1.700 0.900 D + 0.900 CG + 2.800 E> D + CG + E>19 Special 1.700 0.900 D + 0.900 CG + 2.800 <E D + CG + <E 20 Special 1.700 1.200 D + 1.200 CG + 2.800 E> D + CG + F> 21 Special 1.700 1.200 D + 1.200 CG + 2.800 <E D + CG + <E Load Combinations - System 1.3331.0 W 1> Svstem 1.333 1.0 <W1 System 1.333 0.714 E> System 1.333 0.714 <E vrt., rue;lviLU-)UU438-010ELvpc VPC Version :5.2b No. origin Factor Date: 4/26/2005 Description I System Calculations Package Time: 7:42:59 AM WI> 2 Svstem, 1.333 Page: 5 of 27 <W2 I Svstem 1.000 1.0 D +10 CG + 1.0 L D+CG+L 4 Svstem 2 system 1.000 1.0 D + 1.0 CG + 1.0 S D + CG + S 3 Svstem 1.0 D + 1.0 WI> D+Wl> 4 System .1-333 1.333 1.0D+I.0<W2 - D + <W2 5 Svstem 1.333 1.0 D + 1.0 CG + 0.250 S + 0.714 E> D + CG + $ + 6 System 1.333 1.0 D + 1.0 CG + 0,250 S + 0.714 <E D + CG + S + <E 7 Svstem 1.333 1.0 D + 0,500 S + 1.0 WI> D+S+Wl> System 11.333 1.0 D + 0.500 S + 1.0 <W2 D +S + <W2 9 System 1.333 1.0 D + 1.0 CG + 1.0 S + 0.560 WI> D + CG + S + Wl> 10 System 1 1.333 11.0 D + 1.0 CG + 1.0 S + 0.500 <W2 ID + CG + $ + <W2 Dedon T.nnd rnmhinatinne - r -i. t No. origin Factor - Application Description I System 1.333 1.0 W> WI> 2 Svstem, 1.333 1.0 <W2 <W2 3 System' 1.333 1.0 W> W> 4 Svstem 1.333 1.0 <W4 <W4 n..i.. f -i - o-rv-i No. Ori 'n Factor I Appbcafion Description I System 1.000 D+ 1.0 S D+S 2 System 333 �1.0 I.OD+I.OWI> D + W > 3 S stem 1.333 I.0D+I.0<W2 + <W2 De6an i.n.q(i rnmhinat;nne - Wall - P-1 No. Origin Factor Application Description System tern 1.333 1,333 ILOWI> 1.0 <W2 Wl> I<W2 r. . . . . . . . . . . . +: . , % -w VPC FiIe:ME0500438-OIOE1.vpc VPC Version :5.2b Date: 4/26/2005 ' Calculations Package Time: 7:42:59 AM+ Page: 6 of 27 - _ �y��(yn «.:4>a;� ��i:�.r\,°*'"'3y�8.: ..?;�... �v o"&�F.,'^„� T..,:. li.;��%o:^�,.,o•„ ..."A^�cic; ..., �.Eb.:v..,...,uf:5..».,cwM..w � `L..s.:%:\ so+.•� 1. 'vv:�kr x:�..a w;a;.. �'•`:y,;, Y.Y': "x y �.LS4�i' �a'�,m,w�`.u::Ji'c'k�w2,., `•: x t,^.v. ,�.Tc cjh : M<; �::',�9";"'.�'.'w. {`y'``2 ��za�:J.u�Yw.,xa�:c.�»>w.xi:..�4�>a;�.•.�.�:'a::;.,,:s:.�::��1�".�:�f:€w "»a.�s;.Ls�".E�:"`` z:..;::�•,�0syy''r�i,::`y�v.�:.,a•...,x^=`\\�y, Diagonal Roof Bracing is typically used by VP Buildings to resist lateral wind loads and seismic forces acting perpendicular to the rigid frames. This Diagonal "X" e Bracing transmits the applied loads throughout the roof planes, delivering them to vertical bracing systems, and eventually into the foundation. Vertical Bracing systems are.typicaLly diagonal "X" -Bracing similar to roof plane bracing, although may also utilize vertical diaphragms, moment -resisting frames, concentric braced frames utilizing tension/compression members or tension only members, or other types of bracing systems, as permitted by Specifications. ANALYSIS: •, VP Buildings Diagonal Bracing is analyzed by the Stiffness Method for the applied wind loads and seismic loads acting on the structure. All diagonal members are assumed to be considered to have pinned connections, while moment frames are typically assumed to be AISC Type 1 Construction (rigid frames). with pinned base connections. DESIGN: Diagonal Bracing is designed for axial forces, using the prevailing AISC Allowable forces acting on the Net Area of each member. Moment frames are also designed in accordance with AISC allowed working stresses. MATERIAL: Typical Rod Bracing used by VP Buildings is 65 ksi Structural Steel. Angle bracing is typically 50 ksi steel, tube bracing is 46 ksi, and moment frames are typically ` designed and constructed from 50 ksi steel. Shape: XLBuilding . `Loads and Codes - Shape: XLBuilding City: CHICO County: Butte State: ' California Country: United States Building Code: 1997 Uniform Building Code Built Up: 89AI8C Rainfall: 4.00 in per hour, Building Use: Standard Occupancies Cold Form: 89AISI Allow. Overstress: Dead and Collateral Loads - Frm. 1.03 Sec: 1.03, Bre: 1.03 Live Load Collateral Gravity:0.00 psf Collateral Uplift: 0.00 Roof Covering + Second. Dead Load: 2.30 psf Frame Lice Load: 20.00 psf Not Reducible i psf Weight (assumed for seismic)2.50 psf, , LL for Below Eace Canopy:N/A Wind Load Wind Speed: 76.00 mph Snow Load Ground Snow Load: 35.00 psf Seismic Load Seismic: Zone 3 Wind Exposure (Factor): B (0.607) Parts Wind Exposure Factor: 0.607 Design Snow (Sloped): 31.50 psf Snow Exposure Category (Factor): 2 Sheltered Seismic Importance: 1.000 Framing Seismic Period: 0.2533 (0.90) ' Wind Enclosure: Enclosed Wind Importance Factor: 1.000 , Snow Importance: 1.000 Bracing Seismic Period: 0.1448 Base Elevation: 0/0/0 Ground / Roof Conversion: 1.00 % Snow Used in Seismic: 25.00 '• Framing R -Factor: 4.5000 Bracing R -Factor: 5.6000 Primary Zone Strip Width: N/A Parts / Portions Zone Strip Width: 3/6/0 Seismic Snow Load: 7.87 psf Soil`Profile Type: Stiff soil (D, 4) Stiffsoil (D, 4) Basic Wind Pressure: 8.98 psf Frame Redundancy 00 Brace Redundancy Factor: 1. 0 000 Frame Seismic Factor (Cs): 0.2000 Brace Seismic Factor (Cs): 0.1800 Deflection Conditions Frames are vertically supporting:Metal Roof Purlins and Panels Frames are laterally supporting: Metal Wall Girts and Panels Purlins are supporting:Metal Roof Panels Girls are supporting: Metal Wall Panels Per Article 2.9 in the Builder Agreement, VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site. Desi n Load Combinations - Bracin No. Origin Factor I Application Desc ` I System 1.333 1.0W1> t L> 2 System 1.333 1.0 <Wl <WI 3 System 1.333 0.714 E> + E> 4 S -stem 1.333 0.714 <E DEPAR y VPC Fi1e:ME0500438-010E1.vpc VPC Version :5.2b Date: 4/26/2005 Calculations PackageTltne:7:42:59 AM Page: 7 of 27 .:a •'.d:`XG...;i'aYZ wag: F`:)%:.; ova.�.2. Loads and Codes -Shape: XLBuilding ���^�'��w�� •� '�'�>��a%;��m:H��:;<s>�`o-M City: CHICO County: Butte State: California Country: United States Building Code: 1997 Uniform Building Code Built Up: 89AISC Rainfall• 4.00 in per hour Building Use: Standard Occupancies Cold Form: .89AISI Mow Ov tee Dead and Collateral Loads Collateral Gravity:0.00 psf Collateral Uplift: 0.00 psf Wind Load' Wind Speed: 76.00 mph Wind Exposure (Factor): B(0.607) Parts Wind Exposure Factor: 0.607 Wind Enclosure: Enclosed Wind Importance Factor: 1.000 Base Elevation: 0/0/0 Primary Zone Strip Width: N/A Parts / Portions Zone Strip Width: 3/6/0 Basic Wind Pressure: 8.98 psf Roof Covering + Second. Dead Load: 2.30 psf Frame Weight (assumed for seismic):2.50 psf ers ss. Frm: 1.03; Sec: 1.03; Brc: 1.03 Live Load Live Load: 20.00 psf Not Reducible LL for Below Eave Canopy:N/A Snore Load Seismic Load Ground Snow Load: 35.00 psf Seismic: Zone 3 Design Snow (Sloped): 31.50 psf Seismic Importance: 1.000 Snow Exposure Category (Factor): 2 Sheltered (0.90) Framing Seismic Period: 0.2533 Snore Importance: 1.000 Bracing Seismic Period: 0.1448 Ground /Roof Conversion: 1.00 . Framing R -Factor: 4.5000 % Snore Used in Seismic: 25.00 Bracing R -Factor: 5.6000 Seismic Snow Load: 7.87 psf Soil Profile Type: Stiff soil (D; 4) +CG+S 1.0D+1.0W1> Frame Redundancy Factor: 1.0000 System Brace Redundancy Factor: 1.0000 1.0 D + 1.0 <W2 + W 1> Frame Seismic Factor (Cs): 0.2000 Svstem Brace Seismic Factor (Cs): 0.1800 Per Article 2.9 in the Builder Agreement, VP Buildings assumes that the Builder has called the local Building Of or Project Engineer to obtain all code and loading information for this specific building site. - No. aaavua- Origin runm Factor Application 1 Svstem 1.000 1.0 D + 1.0 CG + 1.0 L Desc 2 Svstem 1.000 1.0 D + 1.0 CG + 1.0 S + CG + L 3 Svstem 1.333 +CG+S 1.0D+1.0W1> 4 System 1.333 1.0 D + 1.0 <W2 + W 1> 5 Svstem 1.333 <W2 1.0 D + 1.0 CG + 0.250 S + 0.714 F> D+ 6 System 1.333 +S+E>, 1.0D+1.0CG+0.2505+0.714<E 7 Svstem 1.333 1.0 D + 0.500 S + 1.0 W 1> + S + <E 8 System 1.333 1.0 D + 0.500 S + 1.0 <W2 W 1> L+CG 9 Svstem 1.333 1.0 D + 1.0 CG.+ 1.0 S + 0.500 W 1> <W2- L-_ 10 Svstem 1.333 1.0D+I.0CG+I.0S+0.500<W2 +S+WI> - +S+<W2 esi Load Combinations - Girt Jo. Origin Factor Application 1 Svstem 1.333 1.0 WI> Desci 2 System 1.333 1.0 <W2 1> 3 Svstem 1.333 1.0 W3> W2 4 System 1.333 1.0 <W4 WW4 ALALAJING EP VPC File:ME0500438-0 I OEl.vpc VPC Version :5.2b Date: 4/26/2005 Calculations Package. Time: 7:42:59 AM Page: 8 of 27 Wall: l Dimension Key r 1 2 6 3/4" 3 3'-9" Des Id Len (ft) - Description - ---Detail Design _•• ~ Lap % - Exterior 1 1 _ Interior 1 2 Exterior % % % . Ld Lap'. % %% % Ld % 0 % % Ld Lap 1,1 4.75 Status in. Bud Shr Crab Wcp Cs in. Bnd Shr Club WcP Cs Bud Shr Cmb I Wcp I Cs 8.50x0.059 Z Sim Yes 0 0.04 0.00 0.04 0.00 1 1,2 5.75 8.500.059 Z Sim Yes 0 0.05 0.00 0.05 0.00 1 2,1 4.75 . 8.50x0.059 Z Sim Yes 0 0.02 0.00 0.02 0.00 1 . 3,1 12.83 8.50x0.059 C Sim Yes 0 0.26 0.05 0.26 0.00 2 4,1 12.83 8.50x0.059 C Sim Yes 0 0.23 0.04 0.23 0.00 2 5,1 3.75 8.50x0.059 Z Sim Yes 0 0.02 0.00 0.02 0.00 1 5,2 4.75 8.50x0.059 Z Sim Yes 0 0.04 0.00 0.04 0.00 1 6,1 14.00 8.500.059 C Sim Yes 0 0.03 0.00 0.03 0,00 1 7,1 23.51 8.50x0.059 Z Sim Yes 0 0.74 0.00 0.74 0.00 1 8,1 4.751 8.500.059 Z Sun Yes 1 0 002' 0.00 0.02 0.00 1 Maximum Sarn�d� • Tef1e _ t.... ate_ • Design Id Segment Deflection(in.) �Ratio� y 4� Location ft Load Case Descri tion 1 1 _ 1 2 2 1 3 1 _ q 1 _ 5 1 _ 5. 2 +'' - VPC. File: ME0500438-01OEl.vpc VPC Version :5.2b Date: 4/26/2005 Calculations Package Time: 7:42:59 AM Page: 9 of 27 Wall: 2 Maximum Secondar • Designs for Sha a XLBuilding on Side 2 Des Len Description Design Detail Exterior Interior Exterior C 1 1 % Maximum Secondar • Designs for Sha a XLBuilding on Side 2 Des Len Description Design Detail Exterior Interior Exterior Lap %% 1 1 % % Ld Lap % % % % Ld % % % % Ld Lap Id (ft) Status (in. Bnd Shr Cmb We Cs in.) Bnd Shr Cmb We Cs Bud Shr Crab We Cs (in. 1,1 20.00 8.500.059Z Con Yes 12 ' 0.36 0.22 0.36 0.00 1 0.23 0.12 0.23 0.00 1 12 1,2 20.0 8.50x0.059 Z Con Yes 12 0.23 0.12 1 0.23 1 0.00 1 1 1 12 0.36 0.22 0.36 0.00 1 Maximum Secondary Deflections for Shape XLBuilding on Side 2 Design Id Segment Deflection in. Ratio Location ft Load Case Description 1 1 1 2 • t TTE D�9 c Ini�% VPC File: ME0500438-OIOEI.vpc VPC Version :5.2b , Date: 4/26/2005 Calculations 'Package Time: 7:42:59 AM Page: 10 of 27 Wall: 3 U Dimension Key 1 F-0" Maximum Sernndaryne¢iann fnr Ch Ane Xt.Rnildina nn C:dn 7 BLMT Q V VPC File:ME0500438-OIOEI.vpc VPC Version :5.2b f Detail Exterior Interior Exterior Des Len Description Design Lap % % % % Ld Lap % % % % Ld % % % % Ld ,Lap Id ft Status in. Bnd Shr Cmb W Cs in. Bnd Shr Cmb We Cs Bnd Shr Cmb Wcp s (in. 1,1 4.75 8.500.059 Z Sim Yes 0 0.04 0.00 0.04 0.00 1 1,2 23.5C 8.50x0.059 Z Sim Yes 0 0.76 0.00 0.76 0.00 1 1,3 4.75 8.50x0.059 Z Sim Yes 0 0.04 0.00 0.04 0.00 1 2,1 4.75 8.500.059 Z Sim Yes 0 0.02 0.00 0.02 0.00 1 ` 2,2 23.50 8.50x0.059 Z Sim Yes 0 0:48 0.00 0.48 0.00 1 2,3 4.75 8.500.059 Z Sim I Yes 0 1 1 1 1 1 1 1 0.02 0.00 0.02 0.00 1 Maximum See ndar • Deflections for Shape XL uilding on Side 3 Design Id Segment Deflection in. Ratio Location(fl) Load Case Description 1 2 - 1 3 _ 2 1 _ 2 2 - 2 3 _ BLMT Q V VPC File:ME0500438-OIOEI.vpc VPC Version :5.2b f Date: 4/26/2005 Calculations Package Time: 7:42:59 AM Page: 11 of 27 Wall: 4 r Maximum Secondary Desiens for Shane XLBuilding on Side 4 Des Len Description Design Detail . Exterior Load Case Exterior Lap % % % % Ld Lap %. % % % % Ld Lap Id ft) Status (in. Bnd Shr Cmb We Cs in.) Bnd aInterior Bnd Shr Cmb We Cs (in.20.0 8.50x0.059 Z Con Yes 12 0.36 0.23 0.12 0.23 0.00 1 12 12 20.0 8.50x0.059 Z Con Yes 12 0.23 0.12 0.23 0.00 1 12 0.36 Merimum Sernnclary TWI—finnc fnr Chano YI Desian Id Segment Deflection in. Ratio Location ft Load Case Description 1 2 - t 1`�T`d t VPC File:ME0500438-010ELvpc VPC Version :5.2b VPhUIL Calculations Package 1 �— Maximum Secondary Designs for Sha a XLBuildin on Side A Date: 4/26/2005 Time: 7:42:59 AM Page: 12 of 27 Des i i Design 1 �— Maximum Secondary Designs for Sha a XLBuildin on Side A Date: 4/26/2005 Time: 7:42:59 AM Page: 12 of 27 Des Len Description Design Detail Lap Exterior Interior Exterior % . % % % Ld Lap % % %FOO Ld % % % % Ld Lap Id ft Status in. Bnd St Cmb We Cs in. Bnd Shr Cmb Cs Bnd Slv Cmb We Cs in. 1,1 20.00 ' 8.50x0.073 Z Con Yes 12 0.90' 0.44 0.960 2 0.59 0.24 0.83 0.89 2 12 1,2 20.0 .8.50x0.073 Z Con Yes 12 0.59 0.24 0.83 0.89 2 12 0.90 0.44 0.960 2 Maximum Sec ondar • Deflections for Shape XLBuilding on Side A E M � A "IM-031, D . VPC File: ME0500438-O10El.vpc VPC Version :5.2b ' Design Id �.� Segment Deflection in. Ratio Location ft Load Case Descri tion 1 1 2 - - _ n Date: 4/26/2005 Calculations °Package Time: 7:42:59 AM Page: 13 of 27 Roof: B A d Maximum Secondary Designs for Sha a XLBuilding on Side B Des Len Description Design Detai] Exterior Interior Exterior Lap % 1 2 Numb. Purlins y. Ld Lap' % % % % Ld % %. 4.764 ( 1.000:12) Ld Lap Id ft Status in. Bnd • i r We A d Maximum Secondary Designs for Sha a XLBuilding on Side B Des Len Description Design Detai] Exterior Interior Exterior Lap % 1 2 Numb. Purlins % Ld Lap' % % % % Ld % %. 4.764 ( 1.000:12) Ld Lap Id ft Status in. Bnd 5 .4.764 1.000:12, r We Cs in. Bnd Shr. Cmb We Cs Bnd Shr Cmb We r, in. 1;1 20.00 8.50x0.073 Z Con Yes 10.90 ±ShrC 0.44 0.96 0.00 2 0.59 0.24 0.83 0.89 2 12 1,2 20.0 8.50x0.073 Z Con Yes 12 0.59 0.89 2 12 0.90 0.44 0.96 0.00 2 Mnir im q—ncla— nan—t. o P.., ck a vi n..ax .. c:.i,, n Design Id Segment Deflection in. Ratio Location ft Load Case Description- 1 1 1 2 Numb. Purlins Roof Angle Pitch _ Purlin Anchorage Forces ' Sha Force(k) Resistance(k) Numb. Purlins Roof Angle Pitch A 0.00 3.70 S 4.764 ( 1.000:12) B 0.00 3.70 5 .4.764 1.000:12, r ,w?:n::tt. c;.,,�,,,.�,. ::;r`? .{:;; �;' r,.;:rnsy;.v .:r:.ar:+r.+:`e++:•+> t+�+, fi, x33,,>x .. .iiiJ'.. �M`�'cia i.iz; .+'�:w:n..•Sndc'<7%v.�'yti`2"�"'wa+�.wtw°c'vi<tr:aiu:;:<G�.ata.,,.:t1`::::� .fi ;sem. ,,.�;? :coz�ti>+:z:�br...,: ,?.: VPC File: ME0500438-01OELvpc VPC Version :5.2b Wind Load Wind Speed: 76.00 mph Wind Exposure (Factor): B (0.607) Parts Wind Exposure Factor: 0.607 Wind Enclosure: Enclosed Wind Importance Factor: 1.000 Base Elevation: 0/0/0 - Primary Zone Strip Width: N/A Parts / Portions Zone Strip Width: 3/6/0 Basic Wind Pressure: 8.98 psf Snow Load Ground Snow Load: 35.00 psf Design Snow (Sloped): 31.50 psf Snow Exposure Category (Factor): 2 Sheltered (0.90) Snow Importance: 1.000 Ground / Roof Conversion: 1.00 %Snow Used in Seismic: 25.00 Seismic Snow Load' 7.87 psf Seismic Load Seismic: Zone 3 Seismic Importance: 1.000 Framing Seismic Period: 0.2533 Bracing Seismic Period: 0.1448 Framing R -Factor: 4.5000 Bracing R -Factor: 5.6000 ' Soil Profile Type: Stiff soil (D, 4) Frame Redundancy Factor:1.0000 Brace Redundancy Factor: 1.0000 Frame Seismic Factor (Cs): 0.2000 Brace Seismic Factor (Cs): 0.1800 Deflection Conditions Frames are vertically supporting:Meta1 Roof Purlins and Panels Frames are laterally supporting:Metal Wall Girls and Panels Purlins are supporting:Metal Roof Panels Girts are supporting:Metal Wall Panels { • s. Per Article 2.9 in the Builder Agreement, VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site. 6 �3tg� yp�\jp�T1 �L1J7pA �P Ey�+.��,C py��gA, UR I N e�y�G � �t -TkP R � VPC File: ME050043 8-0 1 OEL vpc VPC Version :5.2b Date: 4/26/2005 Calculations Package Time: 7:42:59 AM Page: 14 of 27 y�{y� .,,.,,.t..;: a:ii";%:£;n:,y...:.,:;.:::v:.,.;.:::b�,:>wj::.4o;$':tt\C:::v s•,`�S': �':3t:,.i::ft,'G£i� ^�.^.��'.:L...,..... a.,,:.:: ,......:�.w....,�.,v.v,}c✓...,.•, n .,,w., �.,u:: Loads and Codes - Shape: XLBuilding .,�:'C»»..:2s..u.,£...Av,.wo.M,J.a�dv�.aw.wv., .as..,wxY✓'SLw.t�ws..v �.cwpm,Kv,n,NwL'.�v.�aS:£ui�..w,n.,.v.,�`v'�C'Gfva3iM::"k:k::'tam:i£,«w'+tiu'C:�m:it:;...,,.wai��w�R"w�nV.`wz:nw,ce....,., City: CHICO County: Butte State: California Country: United States Building Code: 1997 Uniform Building Code Built Up: 89AISC Rainfall: 4.00 in per hour Building Use: Standard Occupancies Cold Form: 89AISI Allow. Overstress: Frm: 1.03, Sec: 1.03_ Bre: 1.03 Dead and Collateral Loads Live Load Collateral Gravity:0.00 psf Roof Covering + Second. Dead Load`. 2.30 psf Live Load: 20.00 psf Not Reducible Collateral Uplift: 0.00 psf Frame Weight (assumed for seismic):2.50 psf LL for Below Eave Canopy:N/A Wind Load Wind Speed: 76.00 mph Wind Exposure (Factor): B (0.607) Parts Wind Exposure Factor: 0.607 Wind Enclosure: Enclosed Wind Importance Factor: 1.000 Base Elevation: 0/0/0 - Primary Zone Strip Width: N/A Parts / Portions Zone Strip Width: 3/6/0 Basic Wind Pressure: 8.98 psf Snow Load Ground Snow Load: 35.00 psf Design Snow (Sloped): 31.50 psf Snow Exposure Category (Factor): 2 Sheltered (0.90) Snow Importance: 1.000 Ground / Roof Conversion: 1.00 %Snow Used in Seismic: 25.00 Seismic Snow Load' 7.87 psf Seismic Load Seismic: Zone 3 Seismic Importance: 1.000 Framing Seismic Period: 0.2533 Bracing Seismic Period: 0.1448 Framing R -Factor: 4.5000 Bracing R -Factor: 5.6000 ' Soil Profile Type: Stiff soil (D, 4) Frame Redundancy Factor:1.0000 Brace Redundancy Factor: 1.0000 Frame Seismic Factor (Cs): 0.2000 Brace Seismic Factor (Cs): 0.1800 Deflection Conditions Frames are vertically supporting:Meta1 Roof Purlins and Panels Frames are laterally supporting:Metal Wall Girls and Panels Purlins are supporting:Metal Roof Panels Girts are supporting:Metal Wall Panels { • s. Per Article 2.9 in the Builder Agreement, VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site. 6 �3tg� yp�\jp�T1 �L1J7pA �P Ey�+.��,C py��gA, UR I N e�y�G � �t -TkP R � VPC File: ME050043 8-0 1 OEL vpc VPC Version :5.2b Date: 4/26/2005 Calculations Package Time: 7:42:59 AM Page: 15 of 27 Wall: 4, Frame at: 0/8/8 Frame Cross Section: 1 i 3 .. Dimension Ker 44 2 P-611/16" 3 2 @ 2'-10 5/16" 4 3 3/8" 5 15'-5 1/2" , Frame Clearances Finished Floor Elevation =100'-0" (Unless Noted Otherwise) J t 6LME CMMI 4 P P R ON VPC File:ME0500438-0IOEl.vpc VPC Version :5.2b Calculations Package Frame Location Design Parameters: Location I Avg. Bay Space I Description Angle Group Trib. 0 0/8/8 1 10/4/4 ILEWPost & Beam 90.0000 DesiPn Load Cnmhinntinna - Frnmino Date: 4/26/2005 Time: 7:42:59 AM Paee: 16 of 27 Status No. Ori 'n Factor Application Description 1 System 1.000 1.0 D + 1.0 CG + 1.0 L D + CG + L 2 System 1.000 1.0 D + 1.0 CG + 1.0 S D + CG + S 3 System 1.000 1.0 D + 1.0 CG + 1.0 US1* D+CG+US1* 4 Svstem 1.000. 1.0D+I.0CG+1.0*USI D+CG+*US1 5 System 1.333 1.0 D + 1.0 W 1> D + Wl> 6 System 1.333 I.0D+1.0<WI D+<W1 7 System 1.333 1.0 D + 1.0 WP D + WP 8 System 1.333 1.0D+I.0CG+0.2505+0.714E> D+CG+S+E> 9 System 1.333 1.0 D + 1.0 CG + 0.250 S + 0.714 <E D+CG+S+<E 10 System 1.333 1.0 D + 0.500 S + 1.0 W1> D + S + W 1> 11 System 1.333 1.0 D + 0.500 S + 1.0 <W1 D+S+<WI 12 System 1.333 1.0D+0.5005+1.0WP D+S+WP 13 System 1.333 1.0D+1.0CG+1.0S+0.500W1> D+CG+S+W1> 14 System 1.333 1.0D+1.0CG+1.0S+0.500<W1 D+CG+S+<W1 15 System 1.333 1.0 D + 1.0 CG + 1.0 S + 0.500 WP D + CG + S + WP 16 Special 1.700 1.200 D + 1.200 CG + 0.250 S + 2.800 E> D + CG + S + E> 17 Special 1.700 1.200 D + 1.200 CG + 0.250 S + 2.800 <E D + CG + S + <E 18 Special 1.700 0.900 D + 0.900 CG + 2.800 E> D + CG + E> 19 Special 1.700 0.900 D + 0.900 CG + 2.800 <E D + CG + <E 20 Special 1.700 1.200 D + 1.200 CG + 2.800 E> D + CG + E> 21 Special 1 1.700 11.200 D + 1.200 CG + 2.800 <E D + CG + <E FrnmP MPmher 4Z;, - Mem. No. Flg Width in. Flg Thk (in.) Web Thk (in.) Depth (in. Depth2 (in,) Length (ft Weight ( Flg Fy si Web Fv ksi Splice Jt.1 Codes Jt.2 Shape 1 2.50 0.0920 0.0920 8.50 8.50 1.24 5.7 55.00 55.00 SS SS I 2 2.50 0.0920 0.0920 8.50 8.50 2.47 11.4 55.00 55.00 SS SS I 3 2.50 0.0920 0,0920 8.50 8.50 2.30 10.6 55.00 55.00 SS SS zz 4 2.50 0.0920 0.0920 8.50 8.50 1.70 7.9 55.00 55.00 SS SS zz 5 2.50 0.0920 .0.0920 8.50 8.50 9.79 49.8 55.00 55.00 SS SP lz 6 2.50 0.0920 0.0920 8.50 8.50 9.79 49.8 55.00 55.00 SP SS I 7 2.50 0.0920 0.0920 8.50 8.50 1.70 7.9 55.00 55.00 SS SS zz 8 2.50 0.0920 0.0920 8.50 8.50 2.30 10.6 55.00 55.00 SS SS zz 9 2.50 0.0920 0.0920 8.50 8.50 2.47 11.4 55.00 55.00 SS SS I 10 2.50 0.0920 0.0920 8.50 .8.50 1.24 5.7 55.00 55.00 SS SS I 11 2.50 0.0650 0.0650 8.50 8.50 12.66 43.8 55.00 55.00 BP SS 1C 12 2.50 0.0650 0.0650 8.50 8.50 13,06 45.1 55.00 55.00 BP SS 1C 13 2.50 0.0650 0.0650 8.50 8.50 13.06 45.1 55.00 55.00 BP SS 1C 14 2.50 0.0650 0.0650 8.50 8.50 12.66 43.8 55.00 55.00 BP SS 1C Frnme MPmher RPlPaaoc Member Joint 1 Joint 2 11 No Yes 12 No Yes 13 No Yes 14 No Yes Boondary Cnnditinn Snmmnry I oTai rrame weigm = a4a. / (p) (includes all plates) Frame Pricing Weight = 362.6 (p) (Includes all pieces) Member X -Loc Y -Loc Supp. X -Supp. Y Moment Displacement X in. Displacement Y(in..L Dis lacement ZZ rad. Hz V , 1/0/0 0/0/0 Yes Yes No 0/0/0 0/0/0 0.0000 5/9/0 0/0/0 Yes Yes No 0/0/0 0/0/0 0.0000 29/3/0 0/0/0 Yes Yes No 0/0/0 0/0/0 0.0000 34/0/0 0/0/0 Yes Yes No 0/0/0 0/0/0 0.0000 Frame Ream;- - T.nod f4,,,, - r.e. I^....e.. c,,...:.._. i X -Loc 1/0/0 5/9/0 17 • 'T 34/0/0 Grid - Grid2 1-E 1-D .,, 1 1-B Ld Description Hk Hz V , Hx Hz V Hz V , Cs (application factor not sho«n k (k) ' (k) (k (k (k) (k) x. VPC File: ME050043 8-0 1 OEL vpc VPC Version :5.2b NODate: 4/26/2005 KACalculations Package Time: 7:42:59 AM Page: 17 of 27 1 D+CG+L -1.36 - 5.59 - 5.59 - -1.36 2 D + CG + S 2.07 8.39 - 8.39 - -2.07 3 D+CG+USI* -1.61 - 5.44- 7.50 -1.56 4 D+CG+*USI - -1.56 - 7.50 - 5.44 - -1.61 5 D + W 1> - 0.17 0.26 0.77 -0.81 - 0.77 -0.81 0.17 0.26 6 D + <W1 - -0.17 0.26 - -0.77 -0.81 -0.77 -0.81 -0.17 0.26 7 D + WP - 0.26 - -0.81 - -0.81 - 0.26 8 D + CG + S +E> - -0.62 - 0.02 2.64 -0.66 0.02 2.64 -0.62 9 D + CG + S + <E - -0.62 -0.02 .2.64 0.66 -0.02 2.64 - -0.62 10 D + S + W l> 0.17 -0.71 0.77 3.02 - 0.77 3.02 0.17 -0.71 11 D + S + <W 1 - -0.17 -0.71 -0.77 3.02 -0.77 3.02 -0.17 -0.71 12 D + S + WP -0.71 - 3.02 - 3.02 - -0.71 13 D+CG+S+W1> 0.09 -1,88 0.38 7.62 0.38 7.62 0.09 1.88 14 D + CG + S + <W1 - -0.09 -1.88 - -0.38 7.62 -0.38 7.62 -0.09 -1.88 15 D+CG+S+WP -1.88 7.62 - 7.62 _1 SR Maximum RPartinnc X -Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load S 0.00 (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case 1/0/0 1-E <W1 0.00 0.00 - 0.17 6 k 0.17 5 2.07 2 k 0.26 5 in -k 0.00 in -k <E ` 0.92 1 0.92 1 5/9/0 1-D -190.9 0.0 0.77 6 0.77 5 0.81 5 8.39 2 17/6/0 15/5/8 0.66 8 0.66 9 29/3/0 1-C - - - 0.77 6 0.77 5 0.81 5 8.39 2 _ 34/0/0 1-B 0.17 1 6 1 0.17 1 5 1 2.07 2 1 0.26 5 Sum of Fnr-v with A-:,..-. /9.,.-i, Load Type Horizontal Load Reaction k Vertical Load Reaction D 0.00 0.00 1.19 1.20 CG 0.00 0.00 0.00 0.00 L 0.00 0.00 7.26 7.26 S 0.00 0.00 11.43 11.43 US1* 0.00 0.00 8.57 8.57 *USI 0.00 0.00 8.57 8.57 Wl> 0.00 0.00 2.28 2.28 <W1 0.00 0.00 2.28 2.28 WP 0.00 0.00 2.28 2.28 E> 0.92 0.92 0.00 0.00 <E ` 0.92 1 0.92 1 0.00 0.00 Base Plate Summary X -Loc 1/0/0 5/9/0 29/3/0 34/0/0 Grid 1-E 1-D 1-C 1-B Mem. No. 11 12 13 14 Thickness in, 0.250 0.250 0.250 0.250 Width in.) 4 4 4 4 Length in. 6.5 6.5 6.5 6.5 Num. Of Bolts 2 2 2 2 Bolt Diam. (in. 0.750 0.750 0.750 0.750 Type A36 A36 A36 A36 Welds to Flange ..�. 4 Welds to Web No. 5 Mem. A. Type Conn. Thick.. Width Length Diam, Pitch 2 ..�. 4 -Ul 2 No. 5 No. 4em. Loc.Depth in. in in. in. in Bolt Bolt Bolt ft 2 SP k *** 0.00 8.50 *** 0.00 0 0 0 6 1 SP 0.0 *** 0.00 8.50 *** 0.00 0 0 0 In Moment - Out Moment - In 4 Ld Actual Capacity Ld Actual Capacity Olt Cs in -k in -k Cs in -k in -k 0 - 0.0 - 0. 0 - 0.0 - n i stresses mcuaucr aummar - L:ontrolling Load Case and Maximum Combi Stress Condition nd-X ksi Bnd-Y ksi --- Stress /Force --- Axial Shear Bnd-X Bnd-Y Sum % Bnd+Ax Actual Forces Actual 4em. Loc.Depth 0.037 0.909 $56 i Load Axial Shear Mom -x Mom -y Axial Shear No. ft in. Case k k in -k in -k ksi ksi 1 0.91 8.50 2T0.34.2 -2.1 0.0 2 2.80 8.50 2 -101.1 0.0 3 1.9 8.50 2 -190.9 0.0 4 .0.08.50 2 -190.9 0.0 In Moment - Out Moment - In 4 Ld Actual Capacity Ld Actual Capacity Olt Cs in -k in -k Cs in -k in -k 0 - 0.0 - 0. 0 - 0.0 - n i stresses r Member Locations are from Joint 1 esses Allowable Stress Condition nd-X ksi Bnd-Y ksi --- Stress /Force --- Axial Shear Bnd-X Bnd-Y Sum % Bnd+Ax % Shear 27.98 44.7 $9G5 54-24 2.21 �, ,4 n16',.914--,224 169''"" 58.6 „23.05 r H 3}0;, �? x'.55 .14 05 2' 0.037 0.909 $56 i 0.160 0.407 0.246 5 9.73 8.50 2 -0. 0.0 103.3 0,0 I 9rr 71 A ..V J5 .858 0.246 d W� LI.45 112.0 a 23 05, 0.9 2 0.001 LY VPC Fi1e:ME0500438-010E1.vpc VPC Version :5.2b Date: 4/26/2005 Calculations Package Time: 7:42:59 AM Page: 18 of 27 6 0.03 8.50 2 -0. -0.0 103.3 0.0 27.13 8.45 112.0 23.05 0.922 0.001 7 2.03 8.50. 2 -0.3 4.2 -190.9 0.0 - 54.26 16.91 224,14 23.05 0.858 0.246 8 0.00 8.50 2 0.3 4.2 -190.9 0.0 89.56 16.91 224.14 23.05 0.856 0.246 9 -0.00 8.50 2 0,3 3.4 -101.1 0.0 44.78 8.45 112.07 23.05 0.909: 0.407 10 0.00 8.50 2 0.0 0.4 •2.1 0.0 27.98 2.21 58.67 23.05 0.037 0.160 11 6.51 8.50 5 -0.3 -0.0 -6.7 0.0 4.83 3.95 53.66 12.73 0.179 0.000 12 6.71 8.50 28. 0.0 0.0 0.0 9:06 2.9 53.06 ' 13.50 0.926 0.000 13 6.71 8.50 2 8. 0.0 0.0 0.0 9.06 2.96 53.06 13.50 0.926 0.000 1.14 6.51 8.50 5. -0.3 -0.0 6.7 0.0 4.83 3.95 53.66 18.00 0.179 0.000 Mem. No. Loc. ft - Depth in. Area in.2 Rx in. Ry in Lx in. Ly -1 in. .L3-2 in. Klx /Rx • Klyl /R , KLy2 /R , Sx in.3in Lbl Rt -1 Lb2 in Rt -2 in. Qs Qa Cbl Cbl 1 0.91 8.50 0.85 3.26 1.1 10.98 34.3 0.0 3.4 29.3 0.0 1.78 , 37. 1.67 0.0 0.00 1.75 0.00 2 2.80 8.50 1.36 3.26 1.26 57.20 34.3 0.0 17.5 27.2 0.0 3.40 34.3 1.64 0.0 0.00 1.34 0.00 3 1.9 8.50 2.71 3.2 1.26 57.20 34.3 0.0 17.5 27.3 0.0 6.79 34.3 1.6 0.0 ' 0.00 1.00 0.00 4 0.0 8.50 2.71 3.2 1.26 141.49 34.3 0.0 43.4 27.3 0.0 6.79 34.3 1. 0.0 ' 0.00 - 1.00 0.00 5 9.73 8.50 1.36 3.2q 1.26 141.49 35.3 0.0 43.4 28.0 0.0 3.40 35.3 1.64 0.0 0.00 1.00 0.00 6 0.03 8.50 1.36 3.2E 1.26 141.49. 35.3 0.0 43.4 28.0 0.0 3.40 35.3 1.64 0.0 0.00 1.00 0.00 7 2.03 8.50 2.71 3.26 1.26 141.49 34.3 0.0 43.4 27.3 0.0 6.79 34.3 1.64 0.0 0.00 1.00 0.00 8 0.00 8.50 2.71 3.26 1.26 57,20 34.3 0.0 17.5 27.3 0.0 6.79 34.3 1.64 0.0 0.00 1.00 0.00 9 0.00 8.50 1.36 3.26 1.26 57.20 34.3 0.0 17.5 27.2 0.0 3.40 34.3 1.64 0.0 0.00 1.34 0.00 10 0.0 '8.50 0.85 3.26 1.17 10.98 3.4.3 0.0 3.4 29.3 0.0 1.78 37.7 1.67 0.0 0.00 1.75 0.00 11 6.51 8.50 0.94 3.23 0.92 156.21 89.3 0.0 48.4 97.0 0.0 2.20 151.9 1.2 0.0 0.00 1.00 1.00 12 6.71 8.50 0,94 3.23 0.92 160.96 ' 89.3 0.0 49;8 97.0 0.0 2.20' 89.3 1.2 0.0 0.00 1.00 1.00 13 6.71 8.50 0.94 3.23 0.92 160.96 89.3 0.0 49.8 97.0 0.0 2.20 89.3 1.24 0.0 '0.00 1.00 1.00 14 6.51 8.50 0.94 3.23 0.92 156.21 89.3 0.0 48.4 97:0 0.0 2.20 151.9 1.26 0.0 0.00 1.00 1.00 fTTF CN Y VPC File:ME0500438-OIOE1,vpc VPC Version :5:2b k Date: 4/26/2005 Calculations Package ' �' Time: 7:42:59 AM Page: 19 of 27 Wall: 4, Frame at: 20/0/0 Frame Cross Section: 2 ' 3 4" Dimensioi 1 8 1/2" 2 F-611/16" 3 2 @ 2'-10 5/16" 4 3 3/8" ' i 5 15'-5 1/2" Frame Clearances Horiz. Clearance between members 1(CX001) and 4(0X001): 29'-5 Vert. Clearance at member l(CX001): IF -10 3/16" Vert. Clearance at member 4(CX001): 11'-10 3/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) V VPC F1Ie:ME0500438-0I0EI.vpc VPC Version :5.2b I Date: 4/26/2005 Calculations Package Time: 7:42:59 AM lam Page: 20 of 27 Frame Location Location I Avg. 20/0/0 DESCRIPTION: VP Buildings RIGID FRAMES (Type "RF") are solid -web framing systems consisting of tapered or uniform rafters rigidly connected to tapered or uniform depth columns. The frame provides a clear span (no interior columns) and is designed to support the applied loads as specified. (AISC Type 1 Construction) ANALYSIS: The boundary conditions established for RIGID FRAMES assume the rafter beam is a fully continuous member, spanning from building eave to building eave, with exterior columns rigidly attached (moment -resisting connection). The Exterior Columns are typically pinned connected (free to rotate) at their base connection to the foundation. DESIGN: RIGID FRAMES are designed in accordance with the AISC "Specification for Structural Steel Buildings", 9th Edition. MATERIAL: Structural steel plate, bar, and/or sheet intended for use in RIGID FRAME bolted and/or welded constructions typically will be of material based on the requirements of ASTM A529, A572, A570, or A607, Grade 50. Desion m.narl No. Origin Factor A lication Description 1 System 1.000 1.0D+I.0CG+I.0L D+CG+L 2 System 1.000 1.0D+1.0CG+1.0 S D+CG+S 3 System 1.000 1.0D+I.0CG+1.0USI* D+CG+USI* 4 System 1.000 1.0D+I.0CG+1.0*USI D+CG+*US1 5 System 1.333 1.0 D + 1.0 W 1> D + W 1> 6 System 1.333 1.0D+1.0<WI D+<W1 7 System 1.333 1.0 D + 1.0 WP D + WP 8 System 1.333 1.0D+I.0CG+0.2505+0.714E> D+CG+S+E> 9 System 1.333 1.0D+I.0CG+0.250S+0.714<E D+CG+S+<E 10 System 1,333 1.0 D + 0.500 S + 1.0 W 1> D + S + W 1> 11 System 1.333 1.0D+0.500S+1.0<W1 D+$+<W1 12 System 1.333 1.0 D + 0.500 S + 1.0 Wp p + $ + Wp 13 System 1.333 1.0D+I.0CG+I.0S+0.500WI> D+CG+S+WI> 14 System 1.333 1.0D+1.0CG+1.0S+0.500<W1 D+CG+S+<WI 15 System 1.333 1.0D+1.0CG+I.0S+0.500 WP D+CG+S+WP 16 Special 1.700 1.200 D + 1.200 CG + 0.250 S + 2.800 F> D + CG + $ + Fj 17 Special 1.700 1.200 D + 1.200 CG + 0,250 S + 2.800 <E D + CG + S + <E 18 Special 1.700 0.900 D + 0,900 CG + 2.800 E> D + CG + Fj 19 Special 1.700 0.900 D + 0.900 CG + 2.800 <E D + CG + <E 20 Special 1.700 1.200 D + 1.200 CG + 2.800 E> D + CG + E> 21 Special 1 1.700 11.200 D + 1.200 CG +2.800 <E D + CG + <E Frame Memher ci-e Mem. Flg Width Flg Thk Web Thk Depthl Depth2 Length Weight Flg Fy Web Fy Splice Codes Shape No. 1 in in. in. in. in. ft) (p) (ksi ksi It.I h.2 �s (application factor not shown 5.00 0.1875 0.1345 12.00 25.00 13.35 206.1 50.00 50.00 BP KN 3P 2 5.00 0,1875 0.1345 20,00 12.00 16.85 262.0 50.00 50.00 KN SP 3P 3 5.00 0.1875 0.1345 12.00 20.00 16.85 262.0 50.00 50.00 SP KN 3P 4 5.00 0,1875 0.1345 12.00 25.00 13.35 206.1 50.00 50.00 BP I KN 3P ---- --- _ ..,,.6... W1 kwcwuns am places) Frame Prinino Wei.hr = 1 MI 0 /..N fT__1... i__ _n noun acv Condition Suromar�• _.-...� ori % ...... au FiVwh) Member X -Loc Y -Loc Su . X Su . Y Moment Dis laeement X(in Dis lacement Y in. Displacement ZZ rad. 1 0/0/0 0/0/0 Yes Yes No 0/0/0 0/0/0 0.0000 4 35/0/0 0/0/0 Yes Yes No 0/0/0 0/0/0 0.0000 Tame Reactions - Load Cases at Frame Cross Section: 2 X -Loc 0/0/0 35/0/0 Grid - Grid2 2-F 2-A Ld Description Hx V Hx V , �s (application factor not shown k k k 1 D+CG+L 3.18 8.14 -3.18 8.14 U. ' 2 D + CG + S 5.79 14.68 -5,79 14.68 3 D+CG+US1* 4 D+CG+*USI 4.47 9.57 -4.47 13.14 iia�4 5N -� nEPA ' 4.47 13.14 -4.47 9.57 i 8L 5 D+Wl> 6 D + <W 1 -2.16 -1.44 -1.10 -0.04 ; r FO 1.10 -0.04 2.16 -1.44 � 7 D + WP 0.47 -0.74 -0.47 -0.74 _ _ VPC File:ME0500438-010El.vpe VPC Version :5.2b Date: 4/26/2005 Calculations Package Time: 7:42:59 AM Page: 21 of 27 8 D+CG+S+E> 1.16 4.16 -2.48 5.26 _ 9 D+CG+S+<E 2.48 5.26 -1.16 4.16 _ 10 D+S+WI> 0.48 5.21 -3.75 6.61 - 11 D+S+<W1 3.75 6.61 -0.48 5.21 12 D+S+WP 3.12 5.91 -3.12 5.91 _ 13 D + CG + S + W 1> 4.46 13.26 -6.09 13.97 - 14 D + CG + S + <W 1 6.09 13.97 4.46 13.26 _ 15 D + CG + S + WP 5.78 13.62 -5.78 13.62 _ X -Loc Grid Hrz left Load Tamm Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw 0.00 13.50 (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) 0/0/0 2-F 2.16 5 6.09 14 (k) 4.25 (k) 3.27 (k) 4.24 (k) WP (in -k 35/0/0 2-A 6.09 13 2.16 6 0.00 0.00 - 1.86 1.44 1.44 5 6 14.68 14.68 2 2' 17.072 Sum of Fnrrea avith Load Type Horizontal Load Reaction (k Vertical Load Reaction D 0.00 0,00 2.88 2.77 CG 0.00 0.00 0.00 0.00 L 0.00 0.00 13.50 13.50 S 0.00 0.00 26.59 26.59 US1* 0.00 0.00 19,94 19.94 *USI 0.00 0.00 19.94 19.94 Wl> 3.27 3.27 4.24 4.25 <WI 3.27 3.27 4.24 4.25 WP 0.00 0.00 4.24 4.25 F> 1.86 1.86 0.00 0.00 <E 1.86 1,86 0.00 0.00 Race plata X -Loc Grid Mem. Thickness Width Length Num. Of Bolt Diam. Type Welds to 0/0/0 2-F No. 1 in.) in.) in.) Bolts (in. (in.) Flange 35/0/0 2-A 4 0.375 0.375 8 8 13 4 0.750 A36 OS -0.1875 0.1875 2.000 Both 2 3 2 13. 4 0.750 A36 OS -0.1875 Weh Rtiffenor G... ... .., Mem. Stiff. Desc. Loc. Web Depth h/t a/h a Thick. Width Side No. No. (ft) (in.) 14/5/1 FB2�74::A@°!G (2)FB2110 (in.) (in.) (in.) Moment 2 1 S3 1.99 19.625 N/A N/A N/A 0.1875 2.000 Both 2 3 2 S1 6.83 16.807 124.96 3.00. 51.05 0.1875 2.000 Opposite Fillet 1 S3 14,86 19.625 N/A N/A N/A 0.1875 2.000 Both 3 2 S1 10.53 17.072 126.93 3.00 51.87 0.1875 2.000 Opposite Fillet Load Case Mom cew (Mzz) in -k) Load Case Conn. STD STD STD STD STD Thick. in. 0.500 0.500 0.500 0.500 0.500 0.500 Width in. 6.00 6.00 6.00 6.00 6.00 6.00 Welds to Web OS -0.1875 OS -0.1875 Welding Description F-FP,W-OS-0.1875 Std F-FP,W-OS-0.1875 Std Mem. No. 1 2 2 3 3 4 R. No: 2 1 2 1 2 2 Type KN(Top) KN(Top) SP SP KN(Top) KN(TOP)STD Conn. STD STD STD STD STD Thick. in. 0.500 0.500 0.500 0.500 0.500 0.500 Width in. 6.00 6.00 6.00 6.00 6.00 6.00 Length in. 26.00 25.50 13.06 13.06 25.50 26.00 Bolt Diam. in. 0.750 0.750 0.750 0.750 0.750 0.750 Pitch in 2.50 2.50 2.50 2.50 2.50 2.50 Ro;�-.-Out 1/6/11 1/6/11 Roes -In Moment 14/4/5 7/5/4 14/5/1 FB2�74::A@°!G (2)FB2110 _ F7 - Out Moment - In 2 Bolt _2_0 2 1 1 2 2 4 Bolt 0 0 0 0 0 2 Bolt 1 1 2 2 1 1 4 Bolt 0 0 0 0 0 0 Ld Cs 2 2 5 5 2 2 Actual in -k 727. 727.7 17.3 17.3 727. 727. CapacityLd in -k Cs Actual in -k Capacity in -k 919. 919.7 280.3 280.3 919. 919. 18 18 2 2 19 19 169. 169.2 326.3 326.3 169. 169. 648.9 648.9 378.3 378.3 645.9 648.9 VPC File:ME0500438-0I0EI.vpc VPC Version :5.2b Member l 2 2 From Member Joint 1 7/5/4 2/5/14 From Side Point I 7/5/4 14/5/1 Part (2)FB2114 ,r (2)FB2110 8 Desi n o e 3 15/4/3 1/6/0 1/6/11 1/6/11 FB2070 r`� ®��R 3 4 14/4/5 7/5/4 14/5/1 FB2�74::A@°!G (2)FB2110 _ F7 7/5/4 2 FB21.14 VPC File:ME0500438-0I0EI.vpc VPC Version :5.2b Date: 4/26/2005 Calculations Package Time: 7:42:59 AM Page: 22 of 27 Frame Design -Member Summary - Coutrollin Load Cas ad M ' Mem. Loc. Depth Area Rx Ry Lx Lv-1 Ly -2 KLe Klvl Klv2 Sx Lbl Rt -1 Lb2 No. ft in. in.2 in, in, in. in. in. RX /R , /R in.3 in. in. in. 1 11.8 25.00 5.19 9.38 0.8 142.34 53. 20.1 22.8 61.0 23.2 36.48 53.0 1.1 20- 2 0.9 20.00 4.51 7.7 0.93 178.32 20.1 6.4 23.1 21.6 6.9 26.8 20.1 1.216 6., 3 14.8 20.00 4.51 7.7 0.93 178.32 6. 20.1 23.1 , 6.9 21.6 26.87 6.4 1.21 20.1 4 11.8 25.00 5.19 9.38 0.8 142.34 53. 20.1 22.8 61.0 23.2 36.48 53.0 1.1 20.', Qs Qa Cbl Cb2 in. e n as mum Combmed Stresses 0.81 r Member Locations are from J Jo 1,21 1.05 1.21 0.84 1.00 Actual Forces 1.21 0.84 Actual Stresses 1.05 Allowable Mem. Loc. Depth Load Axial ' Shear Mom -x Mom -y Axial Shear Btid-X Bnd-Y --- Stress /Force No. ft in. . Case k k in -k in -k ksi ksi ksi ksi Axial Shear Bnd-X Bnd-Y 1 11.8 25A0 2 14,9 15.1 727.7 0.0 2.88 1,54 19.95 0.0 16.04 2.48 23.14 24.40 2 0.9 20.00 2 -7. 11.6 -652.5 0.0 1.56 4.39 24.28 0.0 23.60 7.59 25.33 25.13 3 4 14.8 20.00 2 -7. -11.6 -652.5 0.0 1.56 4.39 24:28 0.0 23.60 7.5 25.33 25.13 11.8 25.00 2 -14. 5.1 -727.7 0.0 2.88 1.54 19.95 0.0 16.04 2.48 23.14 • 24.40 1 Stress Condition Sum Bnd+Ax Shear 1.008 0.622 1.021 0.578 1.021 0.578 1.008 0.622 Rt -2 Qs Qa Cbl Cb2 in. 1.16 0.81 0.81 1,21 1.05 1.21 0.84 1.00 1.05 1.05 1.21 0.84 1.00 1.05 1.05 1.16 0.81 0.81 1.21 1.05 i m "oULl IDG DEPAR IA � P R 0 V VPC He:ME0500438-010ELvpc VPC Version :5.2b • - Date: 4/26/2005 Calculations Package Time: 7:42:59 AM Page: 23 of 27 Wall: 4, Frame at: 39/3/8 Frame Cross Section: 3 a Dimension Key 1 1,-0" 2 1'-611/16; 3 2 Via, 2'-10 5/16" 4 3 3/8" 5 15'-5 1/2" Frame Clearances Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) Ip &I TTE COUN 1 t , AUILDiNG DEPART p p R 0 V E . VPC File: ME050043 8-0 1 OEL vpc VPC Version :5.2b { • Date: 4/26/2005 RAMCalculations Package Time: 7:42:59 AM Page: 24 of 27 I System 1.000 1.0 D + 1.0 CG + 1.0 L esc + L 2 System 1.000 1.0 D + 1.0 CG + 1.0 S 3 System 1.000 1.0D+I.0CG+I.0US1• +S 4 System 1.000 1.0D+I.0CG+1.0+USI +US1� 5 System 1.333 1.0 D + 1.0 W 1> + •US 1 6 Svstem 1.333 1.0 D + 1.0 <WI l> 7 Svstem 1.333 1.0D+1.0WP I TS+ 8 System 1.333 1.0 D +.1.0 CG + 0.250 S + 0.714 E> WP 9 System 1.333 1.0D+I.0CG+0.250S+0.714<E +S+E> 10 System 1.333 1.0 D + 0.500 S + 1.0 W 1> + S + <E 11 Svstem 1.333 1.0 D + 0.500 S + 1.0 <WI WI> 12 System 1.333 1.0 D + 0.500 S + 1.0 WP <W I13 0.0920 Svstem 1.333 I.0 D + 1.0 CG + 1.0 S + 0.500 W1> WP 14 System 1.333 1.0D+I.0CG+I.0S+0.500<W1 D+CG+S+WI> 15 System 1.333 1.0D+1.0CG+I.0S+0.500 WP D+CG+S+<W1 16 Special 1.700 1.200 D + 1.200 CG + 0,250 S + 2.800 E> D + CG + S + WP 17 Special 1.700 1.200 D + 1.200 CG + 0.250 S + 2.800 <E D + CG + S + E> 18 Special 1.700 0.900 D'+ 0.900 CG + 2.800 E> D + CG + S + <E <E 19 Special 1.700 0.900 D + 0.900 CG + 2.800 <E D + CG + Fj 20 Special 1.700 1.200 D + 1.200 CG + 2.800 E> IJ + CG + <E 21 special 1.700 1.200 D + 1.200 CG + 2.800 <E D + CG + Fj D+CG+<E 55.00 SS . SS zz Frame Member Sic 0.0920 0.0920 8.50 Mem, No. 1 2 Flg Width ia) 2.50 2.50 Flg n (in. 0.0920 0.0920 Web Thk in. 0.0920 0.0920 Depthl in, 8,50 8.50 Depth2 in. 8.50 8.50 Leftjth 1.24 2.47 Weight ----SPL- Fig Fy ' Web Fv (ksi Splice Jt.l Codes Jt.2 Shape Yes 14 No Yes 3 2.50 0.0920 0.0920 8.50 8.50 2.30 11.4 55.00 55.00 SS SS 1Z 4 2.50 0.0920 0.0920 8.50 8.50 1.70 10.6 55,00 55,00 SS SS zz 5 2.50 0.0920 0.0920 8.50 8,50 9.79 79 55 00 55.00 Ss SS 6 2.50 0.0920 0.0920 8.50 8.50 9.79 49.8 55.00 55.00 SS SP Iz 7 2.50 0.0920 0.0920 8.50 8.50 1.70 49.8 55.00 55.00 SP SS I 8 2.50 0.0920 0.0920 8.50 8.50 2,30 7.9 55.00 55.00 Ss SS ZZ 9 2.50 0.0920 0.0920 8.50 8.50 2.47 10.6 55.00 55.00 SS . SS zz 10 2.50 0.0920 0.0920 8.50 8.50 1,24 11.4 55.00 55.00 SS SS I 11 2.50 0.0650 0.0650 8.50 8.50 12.66 5. 43.8 55.00 55.00 55.00 SS SS 1Z 12 13 2.50 0,0650 0.0650 8.50 8.50 13.06 45.1 55.00 55.00 55.00 BP SS 1C 14 2.50 2.50 0.0650 0.0650 0.0650 0.0650 8.50 8.50 13.06 45.1 55.00 55.00 BP BP SS SS 1C 1C 8.50 8.50 Tm.1 12.66 A.e a vi= 43.8 _ o 55.00 1 55.00 1 BP SS 1C Frame Member Releases Member Joint 1 Joint 2 11 No yes 12 No Yes 13 No Yes 14 No Yes -.5--0.1 -BYO.1 1pl (includes all plates) Frame Pricing Weight = 362.6 (p) (Includes all pieces) iawuiciu n m. Uis lacement Y m. Dis lacement ZZ rad. 10/0 0/0/0 Yes Yes No 0/0/0 0/0/0 5/9/0 0/0/0 Yes Yes No 0.0000 29/3/0 0/0/0 Yes yes No 0/0/0 0/0/0 0.0000 34/0/0 0/0/0 Yes Yes No 0/0/0 0.0000 0/0/0 d L CO&OU � 0.0000 VPC File:ME0500438-OIOEl.vpc VPC Version :5.2b e • Date: 4/26/2005 Calculations Package Thne: 7:42:59 AM Page: 25 of 27 1 D+CG+L - -1.36 5.59 2 D+CG+S - 5.59 - -1.36 3 -2_U7 8.39 8.39 -2.07 D+CG+USI* -1.61 - 5.44 4 D+CG+*US1 - 7.50 - -1.56 5 D+WI> 1.56 7.50 5.44 -1.61 - 0.17 0.26 - 0.77 -0.81 6 D + <W 1 - 0.77 0.81 0.17 0.26 0.17 0.26-0.77 -0,81 7 D + -0.77 -0.81 -0.17 0,26 - 0.26 - -0.81 0.26 8 D + CG + S + E> -0.62 0.02 2.64 -0.66 .6 ] - 0.6 9 D+CG+S+<E 0..2 2.64 - -0.62 - - -0.62 - -0.02 2:64 0.66 -0.02 2.64 -0.62 10 D+S+W1> - 0.17, -0.71 - 0.77 3.02 - 11 D+S+<Wl 0.77 3.02 0.17 -0.71 0.17 -0.71 - 0.77 3.02 -0.77 3.02 -0.17 -0.71 12 D+S+WP - - -0.71 3.02 _- 13 D + CG + S + Wl> 0.09 -1,88 0.38 7,62 - 3.02 - -0.71 14 D + CG + S + <W1 - 0.38 7.62 0.09 -1.88 -0.09 '-1.88 -0.38 7.62 -0.38 7.62 -0.09 -1.88 15 D + CG + S + WP -1.88 - 7.62 - - - 1 7.62 _ - - -1.88 X•Loc Grid Hrz left (-Hx) Load Case Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load _R -om Load S USI* 0.00 0.00 11.43 (Hx) Case (-Hz) Case (Hz) Case (-VY) Case (VY) Case (-Mzz) Case ccw (Mzz) Case 1/0/0 3-E 3-D <W I 0.00 0.00 _ 0.17 6 k 0.17 5 2.07 2.28 E> 0.92 in -k 0.00 in -k <E 2 0.26 5 0.00 -2 -0.3 4.2 17/6/0 7/60 15/5/8 0.66 8 0:66 9 0.77 6 0.77 5 0.81 5 8.39 2 - - _ - 29/3/0 34/0/0 3-C 3-B - 0.77 6 0.77 5 0.81 5 8.39 2 - - 0.17 6 0.17 5 2.07 2 0.26 5 - - Load Type Horizontal Load Reaction k k Vertical Load Reaction D 0.00 0.00 1.19 1.20 CG 0.00 0.00 0.00 0.00 L 0.00 0.00 7.26 7.26 S USI* 0.00 0.00 11.43 11.43 *USI 0.00 0.00 8.57 8.57 Wl> 0.00 0.00 8.57 8.57 13 0.00 0.00 2.28 2.28 <W I 0.00 0.00 2.28 2.28 WP 0.00 0.00 2.28 2.28 E> 0.92 0.92 0.00 0.00 <E 0.92 0.92 0.00 0.00 Base Plate Summar • Jt. Type Conn. Thick. Width ,,X -Loc Bolt Diam. Grid Mem. Thickness Width Length Num. Of 1/0/0 Rem. 3-E No. 11 in.) in.) . in.) Bolts 5/9/0 in 3-D 12 0.250 0.250 4 4 6.5 6.5 2 29/3/0 *** 3-C 13 0.250 4 6.5 2 2 34/0/0 2 3-B 14 0.250 4` 6.5 2 Bolted Connections A325 Bolts 1.9 8.50 2 0.3 Mem. Jt. Type Conn. Thick. Width Length Bolt Diam. Pitch No. No. 0. Actual in. Cs in -k Rem. Loc. Depth 5 2 SP Mom-x *** in in, in. in. 6 1 SP I in -k' *** 0.00 8.50 *** 0.00 -0.4 -2.1 0. 2 2.8 0.00 8.50 *** 0.00 Frame Desi n Member S 3 1.9 8.50 2 Bolt Diam. Type Welds to ummar y - Controlling 3. 0.037 Load Case and M Web 0.750 i36 0.246 0. Actual Forces Cs in -k Rem. Loc. Depth Load Axial Shear Mom-x Mom-, No. ft in. Case k k in -k I in -k' 1 0.91 8.50 2 0.t -0.4 -2.1 0. 2 2.8 8.50 2 0.3 -3.4 -101.1 O. 3 1.9 8.50 2 0.3 -4.2 -190.9 0. 4 0.0 8.50 -2 -0.3 4.2 -190.9 0. 5 9.73 8.50 2 -0. 0.0 103.3 n Bolt Diam. Type Welds to Welds to in. 3. 0.037 Flange Web 0.750 i36 0.246 0. 0.750 A36 Cs in -k Cs in in -k 0.750 A36 00.0 0.750 1 A36 Rows -Out Rows -In Moment - Out ' . Moment - In 2 3. 0.037 2 4 Ld Actual Capacity Ld Actual Capacity 0.246 0. Bolt Bolt Cs in -k Cs in in -k LE 00.0 - 0.0 0 0 - p.0 - 0.0 Shear Bnd-X Bnd-Y --- Stress ksi ksi ksi _ e 2 .9 iL IA 26 91 - P .I3 }5 VPC File:ME0500438-010El.vpc VPC Version :5.2b from Joint 1 Stress Condition -- Sum% Shear 3. 0.037 0.160 jBnd+Ax 0.407 .8 6 0.246 0. 0.246 23 3. 0.9 0.001 Calculations Package Date: 4/26/2005Time: 7:42:59 AM Page: 26 of 27 6 0.03 8.50 2 0. -0.0 103.3 0.0 27.13 8.45 112.0 23.05 0.922 0.001 7 2.03 8.50 2 0.3 4.2 190.9 0.0 - 54.26 16.91 224,14 23.D5 0.858 0.246 8 0.0 8.50 2 0.3 4.2 190.9 0.0 89:56 16.91 224.14 23.05 0.356 0.246 9 0.0 8.50 2 0.3 3.4 101.1 0.0 44,78 8.45 112.0 23.05 0,909 0.407 10 0.0 8.50 2' 0. 0.4 2.1 0.0 27.98 2.21 , 58.6 23.05 0.037 0.166 11 6.51 8.50 5 -0.3 -0.0 -6.7 0.0 - - 4.83 3.95 53,66 12.73 0.179 0.000 12 6.71 8.50 2 -8. 0.0 0.0 0.0 9.06 2.9 53.06 13.50 0.926 0.000 13 6.71 8.50 2 -8. 0.0 0.0 0.0 - 9.06 2.96 53.06 13.50 0.926 0.000 146.51 8.50 5 0.3 0.0 6.7 0.0 - 4.83 3,95 53.66 18.00 0.179 1 0.000 r Qa Cbl Cbl Mem. No. Loc. ft Depth in. .Area in.2 Rx in. Ry in Lx in. Ly -1 in. L}�-2 in, Klx /Rx Kl}=1 /R , Kl}=2 /R , Sx Lbl Rt -1 Lb2 Rt -2 Qs 1 0.91 . 8.50 0.85 3.2 1.1 10.98 34.3 . 0.0 3.4 29.3 0.0 in.3 1.78 in 37. in, 1.6 in, 0.0 0.00 2 2.8 8.50 1.36 3.26 1.26 57.20 34.3 0.0 17.5 27.2 0.0 3.40 34.3 1. 0.0 0.00 3 4 1.9 8.50 2.71 3.2 1.26 57.20 34.3 0.0 11.5 ' 27.3 0.0 6.79 34.3 1.6 0.0 0.00 5 0.0 8.50 2.71 3.2 1.26 141.49 34.3 0.0 43.4 27.3 0.0 6.79 34.3 1. 0.0 0.00 9.73 8.50 1.36 .3.26 1.26 141.49 35.3 0.0 43.4 28.0 0.0 3.40 35.3 1. 0.0 0.00 6 7 0.03 8.50 1.36 3.2 1,26 141.49 35.3 0:0 43.4 28.0 0.0 3.40 35.3 1. 0.0 0.00 2.03 8.50 2.71 3.2 1.26 141.49 34.3 0.0 43.4 27.3 0.0 6.79 34.3 1.6 0.0 0.00 8 9 0.0 8,50 2.71 3.2 1.26 57.20 -34,3 0.0 17.5 27.3 0.0 6.79 34.3 1. 0.0 0.00 10 0.0 8.50 1.36 3.2 1.26 57.20 34.3 0.0 17.5 27.2 0.0 3.40 34.3 1. 0.0 0.00 11• 0.0 6.51 8.50 8.50 0.85 0.94 3.2 3.23 1.1 0.92 10.98 34.3 0.0 3.4 29.3 0.0 1.78 37. 1.6 0.0 0.00 12 6.71 8.50 0.94 3.23 0.92 156.21 160.96 89.3 89.3 0.0 0.0 48.4 97.0 0.0 2.20 151.9 1.2 0.0 0.00 13 6.71 8.50 0.94 3.23 0,92 160.96 89,3 0.0 49.8 49.8 97.0 97.0 0.0 0.0 2.20 89.3 1.240.0 0.00 14 6.51 8.50 0.94 3.23 0.92 156.21 89.3 0.0 48.4 97.0 0.0 2.20 2.20 89.3 1.24 0.0 0.00 151.9 1.2 0.0 0.00 1.75 0, 1.34 0. 1.00 0. 1.00 0. 100 0. 1.00 0. 1.34 0. 1.75 0. 1 Mi- ILDING ®SPAR PR'v' VPC File:ME0500438-OIOEl.vpc VPC Version :5.2b 1.00 1,00 ' .�t�c 8#�:;i' :moi ^,� »•�';. :::dE':.; 2£.::w...+�:d'»:<r%wcew'µ.W'wvi".:w:.�,:::�faT: .�.': y �y,'9i` `:fx"�Ci ^.;.;�.:� < :3.": ':�'.. `'Y:.: '.£.<�:::iL �: �''•'� :�➢:n.':`C'.�»'�+j"»".C.4.Of/�Av�a:.''�...::a'�H'`..�o'�k::w+'.fmuS'v`:va 1 Mi- ILDING ®SPAR PR'v' VPC File:ME0500438-OIOEl.vpc VPC Version :5.2b e Date: 4/26/2005 NAMCalculations Package Time: 7:42:59 AM ' r v Page: 27 of 27 �2'i`?;.;�s;4;�,�,o'Y'.<r�aT:':va'�,o:�`K':z%�,.'�',.'';Mi��it.•.a�^'C'�:: u:,,',.'�.s",•x: �,..r?,:. .;5.. .<ar;.E+;,ror,< x YwJ..��.+.v.m4..:;P.:,.A'<,y�Y.'ay:.,r.r,N..,..:.:yn:.C: ::oJ ,::F�..�:Y✓:: ...::.<.E .� !ti,�� µ� �, •^zwr.,+,u^.fwWi"w£`c:�4fi:Gi`r.cE:'.: ... y:, :.. ..: . ',E ux<::� ���: �.�,:sx.w '; :c '�k�f�tkC;;.,,a.;> ,:z: .e'&..'.�'`.�: ,£i$s:;r yv�":y%z>�%%�,..�:`.'''<�!„3..?',�i,°:ca^�3a�A'. �r:>�, "";",.•�; ..i:� ��».X.,.,?::..:�zz;.<�lx�:,..�:ct:<:.:�:"''"a"i".``•,'�"iM�...'.a:,"�:�'�'}N5^`•. a .,f ..�� M't�',�.': Panel Data all/Roof Tv Thickness Finish Color Wim: 1 Vee Rib 26 SP Direction Gable Dir Max Len h 2 Vee Rib 26 SP Classic Beige Left to Right Peak Out 39/0/0 Classic Beige Wall: 3 Vee Rib 26 SP Left to Right Peak Out 39/0/0 all: 4 Vee Rib 26 SP Classic Beige Left to Right Peak Out 39/0/0 oof: A Panel Rib Classic Beige • Left to Right Peak Out 39/0/0 26 Gal Standard Color System Generated Not Applicable 41/0/0 oof: B Panel Rib 26 Galvalume Standard Color S stem Generated Not Applicable 1 41/0/0 Fastener Data ' Wall/Roof Tv Len th Spacing Wall: 1 Color Match Carbon Standard 0 tion g Washers Insul. Block Mod: Ctrl Ice Damming �: 2 p Standard Option No None No Yes Color Match Carbon Standard Option Standard Option No None No all: 3 Color Match Carbon Standard Option Standard Option No None No Yes all: 4 Color Match Carbon Standard Option Standard Option No None No Yes oof: A Stainless Steel Capped Standard O tion Yes c f: B Stainless Steel Capped Standard Option Ice Damming Yes' None No Yes Ice Dano= Yes None No Yes k, 0 TTF— AWLDING DEPAI VPC Fi1e:ME0500438-010E1.vpc VPC Version :5.2b ENGI.N'EERING Civil Engineers • Planners • Surveyors STRUCTURAL CALCULATIONS PROJECT: New Metal Building Foundation (35'x40') + LOCATION: x.189 Mountain Ranch Road oQ��FLS3�0! OWNER: Charlton yam' _ 60822 m JOB NUMBER: � w m 8937 DATE: May 2, 2005 ' .CODES: California Building Code', 2001 Edition CODE ENFORCEMENT: County of Butte Building Department, LOADS: Seismic Zone: 3 Wind Speed: 76 mph Exposure: B (Method 2 used, u.n.o.) -Soil Bearing:: 1500 psf (per CBC TABLE 18-I-A) NOTES: Are Special Inspections required for Engineering Elements Designed by NorthStar Engineering? Yes, high strength bolting NorthStar Engineering is not responsible for these calculations unless this - sheet is stamped by a registered professional engineer and wet signed with RED or BLUE ink. GENERAL: y Any structural or non-structural items that are not specifically addressed in 1 the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. r couwf- Page 1 of 8 O By: MEM . NorthStar 20 DECLARATION DRIVE 'Date: 5/2/2005 ENGINEERING'CHICO, CA 95973' Job No: 8937530-893-1600 Page 2 of FAX 530-893-2113 General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2.. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based: on a completed structure. Should an,unfinished structure be subject to loads then the engineer shall be contacted for an interim design or, if not, will assume no responsibility. 4. Building sites are assumed to be drained and free'of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). ASSUMED ALLOWABLE SOIL BEARING PRESSURE W 1.5 KSF • t �'�' By: MEM . NorthStar, 20 DECLARATION DRIVE Date: 5/2/2005 CHICO, CA 95973 Job No: 8937 A E N GTN E E R I N G 530-893-1600 Page of FAX 530-893-2113 FOOTING AT RIGID FRAME - GRIDS A2 AND F2 COLUMN FORCES: Vmax 14.7 KIPS Vup .1.4 KIPS', Hout 6.1 KIPS TRY: 2.5 FT: WIDE BY 5 FT. LONG BY 1.67 FT. THICK WITH A PEDESTAL - 2.5 FT. WIDE 5 FT. LONG 0 FT. THICK CHECK UPLIFT: INCLUDE. 3.43 FT. OF 0.33 FT. SLAB IN ALL DIRECTIONS & 3 FT. OF CONTINUOUS FOOTING 1 FT. WIDE BY1 FT. THICK (NOTE: IF. PEDESTAL THICKNESS IS EQUAL TO ZERO, THEN A CONCRETE PEDESTAL IS NOT REQUIRED) ' WHERE: L = 5 FT (LENGTH OF THE FOOTING) W = 2.5 FT (WIDTHOF THE FOOTING) T 1.67 FT (THICKNESS OF THE FOOTING) Lslab. = 3.43 FT (LENGTH OF THE SLAB) Tslab = 0.33 FT (THICKNESS OF THE SLAB) Lped - 5 FT (LENGTH OF THE PEDESTAL) Wped = 2.5 FT (WIDTH OF THE PEDESTAL) Tped = 0 FT (THICKNESS OF THE PEDESTAL) Lcont = 3 FT (LENGTH OF THE CONTINUOUS FOOTING) Wcont = 1 'FT (WIDTH,OF THE CONTINUOUS FOOTING) Tcont = 1 FT (THICKNESS OF THE CONTINUOUS FOOTING) Wdl = 5.31 KIPS DEAD WEIGHT OF CONCRETE RESISTING UPLIFT) Wdl = 5.31 KIPS > 1.44 KIPS OK Wdl = [(L"* W * T) + (Lped * Wped "(Tped - Tslab)) + (Lped + Lslab) * (Wped + Lslab) * Tslab + (Lcont * Wcont * (Tcont - Tslab)] * 0.15kcf CHECK FOR SOIL BEARING:: q = (Vmax) / (W * L) q: = 1'.17 ' KSF < 1.5 KSF OK - - 17 IV By: MEM. Northft r 20 DECLARATION DRIVE Date: 5/2/2005 ENGINEERING CH I CO, CA 95973 Job No: 8937 530-893-1600 Page Yy of FAX 530-893-2113 FOOTING REINFORCEMENT REQUIRED: b= 30 IN M=q*(L/2)^2*W/2 M 9.18 FT -K . d= 12.04 IN '.Mu=1.4*DL+1.7*LL ASSUME: Mu=1.6*M Mu= 14.68 FT =K TRY: row = 0.002 WHERE: row = 0.002 Fy = 60 KSI b = 30 IN fc = 2.5 KSI d= 12.04•IN ; Mu(allow)=0.9*row*b*d*Fy*[d-0.5*(row*d*Fy)/(0.85.*fc)]/12 Mu(allow) : 38.03 FT - K > 14.68 FT - K 'OK INCREASE BY 1/3 IF row < row(min) 1.333 row = 0.002666 As(regd) = row * b * d As'(regd) 0.96 IN^2 #5 REBAR REQUIRED = As(regd) / 0.31 in ^2 = 3.1 (NUMBER OF LONGITUDINAL BARS. REQ'D.) HAIRPIN REQUIRED: 0.33' EDGE OF SLAB OUTWARD FORCE (Rout) = 6.1 K NOTE: USE CONCRETE SHEAR ON ONE SIDE ONLY 0.5 �r (ASSUME SLAB THICKNESS OF 0.33') 30 DEG. TRY: LENGTH OF HAIRPIN (L) = 8 FT ALLOWABLE OUTWARD FORCE (Ha) _ (Vconc) * / 1.7 LENGTH (L). WHERE Vconc = 2 * (fc * 1000)^0.5 * 0.8 * (4" + (L * 12) * C08(30)) * t / 1000 = 27.88 K ' SLAB THICKNESS (t) = 4 IN YIELD STRENGTH OF CONCRETE (fc) _ . 2.5 KSI , STRENGTH REDUCTION FACTOR O = 0.85 Ha = 13.9 K > 6.1 K OK TENSION IN STEEL (T) _ (Rout / 2) / COS(30) 3.5 I( AREA OF STEEL REQUIRED (Asti) = T / (Ft) 0.18 IN^2 WHERE YIELD STRENGTH OF STEEL (Fy) = 40 KSI' TENSION STRENGTH OF STEEL (Ft) 20 KSI USE: 2.5 FT WIDE 5 FT LONG 1.67, FT THICK WITH A PEDESTAL 2.5 FT. WIDE 5 FT. LONG 0 FT. THICK 4 - #5 EACH WAY (3" CLEAR FROM BOTTOM) #4 BY 8 FT LONG HAIRPIN;;4' _y * W*41 T 3 By: MEM . NorthStar 20 DECLARATIONDRIVE Date: 5: 8938937 5 Job' Na ENGINEERING CHICO, CA 95973 530-893-1600 Page of FAX 530-893-2113 FOOTING AT ENDWALL COLUMN'- GRIDS C1, D1 C3 AND D3 COLUMN FORCES: Vmax 8.4 KIPS Vup 0.8 KIPS Hout 0.8 KIPS TRY: 2.75 FT. WIDE BY 2.75 FT. LONG BY 1 FT. THICK ` WITH A PEDESTAL 1.875 FT. WIDE 2.75 FT. LONG 0.67 FT. THICK t CHECK UPLIFT: INCLUDE 3.43 FT. OF 0.33 FT: SLAB IN ALL DIRECTIONS & 3 FT. OF CONTINUOUS FOOTING 1 FT. WIDE BY 1 FT. THICK (NOTE: IF PEDESTAL THICKNESS IS EQUAL TO ZERO, THEN A CONCRETE PEDESTAL IS NOT REQUIRED) WHERE: L 2.75 FT (LENGTH OF THE FOOTING) W = 2.75 FT (WIDTH OF THE FOOTING) T = 1 FT (THICKNESS OF THE FOOTING) Lslab 3.43 FT (LENGTH OF THE. SLAB) Tslab 0.33 FT (THICKNESS OF THE SLAB) Lped = 2.75 FT (LENGTH' OF THE PEDESTAL) Wped = 1.875 FT (WIDTH OF THE PEDESTAL) Tped = 0.67 FT (THICKNESS OF THE PEDESTAL) Lcont = 3 FT (LENGTH OF THE CONTINUOUS FOOTING) Wcont = 1 FT (WIDTH OF THE CONTINUOUS FOOTING) Tcont = 1 FT (THICKNESS OF THE CONTINUOUS FOOTING) Wdl = 3.34 KIPS DEAD WEIGHT OF CONCRETE RESISTING UPLIFT): Wdl = 3.34 KIPS > 0.81- KIPS , OK Wd1= [(L * W * T) + (Lped * Wped * (Tped - Tslab)) + (Lped + Lslab) * (Wped + Lslab) * Tslab + (Lcont * Wcont * (Tcont -,Tslab)].* 0.15kcf CHECK FOR SOIL BEARING: q = (Vmax) / (W * L) ' q,= 1.11 KSF < 1.5 KSF OK G� N � fip� m By. MEM NorthStar 20 DECLARATION DRIVE Date: 5/2/2005 ENGINEERING CHICO, CA 95973 Job No: 8937 530-893-1600 Page o of FAX 530-893-2113 FOOTING REINFORCEMENT REQUIRED: b= 33 IN M=q*(L/2)^2*W/2 M= 2.88 FT - K d= 8 I Mu=1.4*DL+1.7*LL ASSUME: Mu=1.6*M Mu= 4.61 FT -K TRY: row = 0.0034 , WHERE: row = 0.0034 - r Fy = 60 KSI b = 33 IN fc 2.5 KSI ' d = 8 IN Mu(allow)=0.9* row *b*d*Fy"[d-0.5*(row *d*Fy)/(0.85*fc)]/12 Mu(allow) : 30.76 FT - K > 4.61 FT - K OK INCREASE BY 1/3 IF row < row(min) 1.000 row= 0.0034 As(regd) = row * b * d' . As(regd) = 0.90 IN^2 #5 REBAR REQUIRED = As(regd) / 0.31 in ^2 = 2.9 (NUMBER OF LONGITUDINAL BARS REQ'D.) ' USE: 2.75 FT WIDE 2.75 FT LONG, 1 FT THICK WITH A PEDESTAL 1.875 FT. WIDE 2.75 FT. LONG 0.67 FT. THICK r 3 : #5 EACH WAY (3" CLEAR FROM BOTTOM): By: MEM. NorthStar 20 DECLARATION DRIVE Date: 5/2/2005 ENGINEERING CH ICO, CA 95973 Job No: 8937 530-893-1600 Page 7 of FAX 530-893-2113 FOOTING AT CORNER COLUMN - GRIDS Al. F1, A3 AND F3 COLUMN FORCES: ' Vmax 0.3 KIPS Vup 2.1 KIPS Hout 0.2 KIPS TRY: 2 FT. WIDE BY 2 FT. LONG BY 1.67 FT. THICK WITH A PEDESTAL 2FT. WIDE .2 FT. LONG 0 FT. THICK CHECK UPLIFT: INCLUDE 3.43 FT. OF 0.33 FT. SLAB IN ALL DIRECTIONS & 3 FT. OF CONTINUOUS FOOTING . 1 FT. WIDE BY 1 FT. THICK (NOTE:, IF PEDESTAL THICKNESS IS EQUAL TO ZERO, THEN A CONCRETE . PEDESTAL IS NOT REQUIRED) WHERE: L 2 FT (LENGTH OF THE FOOTING) W = . 2 FT (WIDTH OF THE FOOTING) T = 1.67 FT (THICKNESS OF THE FOOTING) Lslab = 3.43 FT (LENGTH OF THE SLAB) Tslab = 0.33 FT (THICKNESS 'OF THE SLAB) Lped = 2 F (LENGTH OF -THE PEDESTAL) Wped = 2 FT (WIDTH OF THE PEDESTAL), Tped , = 0 FT (THICKNESS OF THE PEDESTAL) ' Lcont = 3 FT (LENGTH OF THE CONTINUOUS FOOTING) Wcont = 1 FT (WIDTH OF THE CONTINUOUS FOOTING). Tcont = 1 FT (THICKNESS OF THE CONTINUOUS FOOTING) Wdl = . 2.58 KIPS DEAD WEIGHT OF CONCRETE RESISTING UPLIFT) �. Wdl = 2.58 KIPS > 2.07 KIPS OK Wdl = [(L * W * T) + (Lped * Wped * (Tped - Tslab)) + (Lped + Lslab) * (Wped + Lslab) * Tslab + (Lcont * Wcont * (Tcont - Tslab)) * 0.15kcf CHECK FOR SOIL BEARING: q (Vmax) / (W * L) q. = 0.07 KSF < 1.5 KSF OK f r f By MEM Nor#hStar 20 DECLARATION DRIVE Date: 5/2/2005 ENGINEERING CH ICO' CA 95973 Job .No: 8937 530-893-1600 Page. g of FAX 530-893-2113 FOOTING REINFORCEMENT REQUIRED: b= .24 IN M=q*(L/2)^2*W/2 M= 0.07- FT - K d= 16.04 IN Mu=1.4*DL+1.7*LL ASSUME: Mu.=1.6*M Mu= 0.10 FT -K TRY: row = 0.0015 WHERE: row = 0.0015 Fy = 60 KSI b = 24 IN fc = 2.5 KSI d 16.04 IN Mu(allow)=0.9*row*b*d*Fy`[d-0.5*(row*d*Fy)/(0.85*fc)]/12 Mu(allow) : 40.80 FT - K > 0.10 FT - K OK INCREASE BY 1/3 IF row < row(min) 1.333 row= 0.002. As(regd) = row b * d As(regd)= 0.77 IN^2 #5 REBAR REQUIRED = As(regd) / 0.31 in^2 = 2.5 (NUMBER.OF LONGITUDINAL BARS REQ'D.) USE: WITH F 1 BUTTE Cot" FC -ANG D PAR'MR �' A. P -P R v L)KAVVINU KLLtA,t Nib lU1-IY TYPE DATE DESCRIPTION Anchor $oft Layout 4/26/05 FOR CONSTRUCTION Erction Drawings 4/26/05 FOR CONSTRUCTION 3-4 Primary Structural 5-8 Secondary Structural 9-13 Covering DRAWING INDEX . DRAWING TITLE PAGES Cover Sheet 1 Notes 2 Anchor Bolt Plan 3-4 Primary Structural 5-8 Secondary Structural 9-13 Covering 1418 Standard Erection Details 19-23 a S r - -1 p j: #6, X re ooteel: XpresSteel 3200 Players Club Circle Memphis TN 38125 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF XS AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY XS. THE XS ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY XS EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY XS. GENERAL NOTES MATERIALS ASTM DESIGNATION 3 PLATE WELDED SECTIONS A529, A572, Al 011 SS GRADE 50 COLD FORMED LIGHT GAGE SHAPES A1011 SS GRADE 55 BRACE RODS A572 - GRADE 65 HOT ROLLED MILL SHAPES A36, A572, A529, A992 GRADE 36 KSI OR GRADE 50 HOLLOW STRUCTURAL SECTION (HSS) A500 GRADE B CLADDING A653, A792 GRADE 50 CLASS 2 OR GRADE 80 A325 BOLT TIGHTENING REQUIREMENTS IT IS THE RESPONSIBILITY OF THE ERECTOR TO INSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPROPRIATE REGULATIONS. THE FOLLOWING CRITERIA IS IN COMPLIANCE WITH THE LATEST SPECIFICATIONS, HOWEVER THE ERECTOR IS RESPONSIBLE TO VERIFY LOCAL AUTHORITY REQUIREMENTS. ALL CONNECTIONS MADE WITH A325 BOLTS MAY BE TIGHTENED TO THE'SNUG TIGHT' CONDITION AS PERMITTED BY THE SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS (2000 ED.), UNLESS INDICATED AS 'PRE-TENSIONED"ELSEWHERE IN THESE DRAWINGS, OR AS INDICATED BELOW. PRE -TENSION BOLTS ON PRIMARY FRAMING, BOLTED BRACING, AND STRUT CONNECTIONS IF LOCATED IN SEISMIC PERFORMANCE / DESIGN CATEGORY D, E OR F (ZONE 3 OR 4). SEE CODES AND LOADS NOTES BELOW FOR SEISMIC DESIGN CATEGORY. PRE -TENSION BOLTS ON PRIMARY FRAMING, BOLTED BRACING, STRUTS AND CRANE RUNWAY CONNECTIONS IF BUILDING SUPPORTS A CRANE WITH A CAPACITY GREATER THAN 5 TONS. CONNECTIONS THAT SUPPORT RUNNING MACHINERY AND OTHER SOURCES OF IMPACT OR STRESS REVERSAL MUST BE PRE -TENSIONED. ALL SLIP CRITICAL CONNECTIONS AS INDICATED IN THESE DRAWINGS WITH -SC DESIGNATION MUST BE PRE -TENSIONED. SC TYPE CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE THE FRICTION AT CONTACT SURFACES. ALL A490 BOLTS MUST BE PRE -TENSIONED WITH WASHERS UNDER TURNED ELEMENT. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS 'SNUG TIGHTENED', EVEN IF ABOVE CONDITIONS EXIST, UNLESS SPECIFICALLY NOTED OTHERWISE ON DETAILS, WASHERS ARE NOT REQUIRED FOR'SNUG-TIGHT' CONNECTIONS. PRE -TENSIONED CONNECTIONS TIGHTENED USING THE TURN -OF -THE -NUT METHOD DO NOT REQUIRE WASHERS. CODES AND LOADS WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. Building Code: 1997 Uniform Building Code XI -Building: Building Use:Standard Occupancies, Collateral Gravity: 0.00 psf (Not Including bldg wt) LIVE LOADS AND RAINFALL Live Load 20.00 psf (Not Reducible) Rainfall: 4.00 in per hour SNOW LOAD Ground Snow. 35.00 psf, Flat Roof Snow. 31.50 psf Snow Exposure Category (Factor): 2 Sheltered (0.90) Snow Importance: 1.000 WIND LOAD Wind Speed: 76.00 mph, Wind Exposure: B Basic Wind Pressure: 8.98 psf Wind Importance Factor. 1.000, - Wind Enclosure: Enclosed Note: If tfle building is design as ENCLOSED, all windows, doors, skylights and other covered openings must be designed for the specified above wind loads EARTHQUAKE DESIGN DATA Lateral Force Resisting Systems using Equivalent Force Procedure Seismic: Zone 3 Seismic Snow Load: 7.87 psf Seismic Importance: 1.000 Soil Profile Type: Stiff soil (D, 4) Ordinary Steel Moment Frames Frame Redundancy Factor.1.0000 Framing R -Factor. 4.5000, Frame Seismic Factor (Cs): 0.2000, Design Base Shear = 02000 W Ordinary Steel Concentric Braced Frames Brace Redundancy Factor.1.0000 Bracing R -Factor. 5.6000, Brace Seismic Factor (Cs): 0.1800, Design Base Shear= 0.1800 W RIM JIANGDEFIA Y 17tib,Eifr 'r THIS DRAWING, WCLUOIND THE W FORMATON HEAEON, REMAINS TME PROPERTY OF %prasSinvl, �)�,. RIS PROVIDED SOLELY FOR ERECTWG THE BUROWO E ORDER AND NOT BE SRALL D©W THE REPRODUCED OIFlED, REPROD OR OR USED FOR ,t .Y � l � i ANY 0 RP I APPROVA FI PURPOSE WIMOUi PRIOR WRITTEN APPROVAL ' F = •.�1 ��i OF KP^ASted. j d THE GENERAL CONTRACTOR ANMR ERECTOR IS SOLELY IPERESPONSIBLE FOR AGCUMTE, GOOD OUAUTY WORNMANSNIP FRS IRIS BUILDING W CONFORMANCE WRN THIS ANLL WWAPPIK.DAB�IE>WS� REFERENCEDTHISWWG• v r��l /Lli PROPER EERREC IOIONN,TINCLUDINGTIDECORRECCTUSEOFFTTempoPOgARY BRACING. RISC CATG. MB CERTIFIED COVER SHEET lk IR BUILDER BCM Constriction Company, Inc. CUSTOMER Rick Charlton LOCATION CHICO, California PROJECTCharlton 35u40u14 4/26/2005 6:52:40 ME0500438-OlOE1.vpc A ME0500438-01 E 4/25/2005 5.2b 1 BUILDER/CONTRACTOR RESPONSIBILITIES XS Built)ings follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. XS Buildings standard product specifications, design, fabrication, quality criteria shall govern all work unless stipulated otherwise in the contract documents. In case of discrepancies between XS Buildings structural plans and plans for other trades, XS Building structural plans shall govern. It is the responsibility, of the Builder to obtain approvals and permits from all governing agencies and .it jurisdictions as required. Approval of XS Building drawings constitutes the builders acceptance of XS interpretation of the contract purchase order. Unless specific design criteria concerning interface design and details are furnished as part of the contract, XS Buildings design assumptions shall govern. XS engineers are not Project Engineers or Engineer of Record for the overall project. XS engineering supply sealed engineering design data and drawings for XS supplied material as part of the overall project for use by others to obtain permits, approvals, and coordinate with other trades. The Builder or AVE firm are responsible for the overall project coordination, including coordination with appropriate inspection and testing agencies. All interface and/or compatibility of any materials not furnished by XS are to be considered and coordinated by the builder or A/E firm ' CONSTRUCTION & ERECTION RESPONSIBILITY The Builder is responsible for construction in strict accordance with XS Buildings 'FOR CONSTRUCTION' drawings and all applicable product installation guides. XS is not responsible for work done from any other XS drawings that are not marked 'FOR CONSTRUCTION% nor any drawings prepared by others. The Builder is responsible for accurate setting of anchor bolts (+ 1/8' accuracy), erection of steel, and required alignment such that components are straight and plumb per MBMA Code of Standard Practice. Out of straightness for any member shall not exceed 1/300. The building erector shall be property licensed and experienced in erecting metal building systems. The Builder is responsible for having knowledge of, and shall comply with, all OSHA requirements and all other governing site safety criteria The builder is responsible for designing, supplying, locating and installing temporary supports and bracing during erection of the building. VP bracing is designed for code required loads after building completion and shall not be considered as adequate erection bracing. See XS Builder Memo #BM -006. EXISTING STRUCTURES VP must be advised of any existing structure that is within 20 h. of VP's building. Loadings of both buildings may be affected when adjacent buildings are within this distance. VP cannot be responsible for the design or loading of existing buildings. BRACING Tension brace rods work in pairs to balance fomes caused by initial tensioning. Care must be taken while tightening brace rods so as not to cause accidental or misalignment of components. All rods must be installed loose and then lightened. Rods should not exhibit excessive sag. For long or heavy rods, or angles it may be necessary to support the rod at mid -bay by suspending it from a secondary member. Bracing for seismic or wind loading of objects or equipment that are not a part of the XS structure must be, designed by a qualified professional to deliver lateral loads to primary frames and rod bracing struts. Equipment bracing and suspension connections must not impose torsion or minor abs loads, or cause local distortion in any XS components. XS accepts no responsibility for design or installation of bracing systems not furnished by XS FIELD WELDING All field welding shall be done at the direction of a design professional, and done in accordance with goveming requirements (AWS in USA, CWB in Canada) by welders qualified to perform the welding as directed by the applicable welding procedure specification (WPS). A WPS shall be prepared by the contractor for each welding variation specified Unless otherwise approved, use E70ksi yield, low hydrogen electrodes. The contractor shall provide for any special welding inspection as required by code. s DELIVERIES It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result of job site unloading delays. " Per XS Builder Memo #BM -001, claims for damage or losses MUST be noted on the Bill -of -Lading or delivery receipt and filed against the carrier by the consignee as per XS's Terms of Sales (F.O.B. Plant) under the Uniform Commercial Code. It is critical that damages or loss be noted on the Bill -0f -Lading or you have little recourse with the carrier. lmrnediately upon delivery of material, material quantities are verified by the Builder against quantities billed on the shipping document Neither the Manufacturer nor the carrier is responsible for material shortages against quantities billed on the shipping document if such shortages are not noted on the shipping documents upon delivery of material and acknowledged by the carriers agent For materials concealed in bundles, boxes, or crates, shortages must be reported immediately upon unpacking. Should products get wet, bundled and crated materials must be unpacked and unbundled immediately to provide drainage of trapped moisture. SEALANTS Sealants shall be applied in strict accordance with XS details or weather lightness will be comprornlsed. Sealant must be applied in temperatures and weather conditions consistent with labeling. Butyl Sealants - Service Temperature Range (Degrees): Min -40F (-40C); Max 20OF (104C) • Tape sealants - Service Temperature Range (Degrees): Min -60F (-50C); Max 212F (1 OOC) INDEPENDENT MEZZANINES m. Independent mezzanines must be designed by a professional engineer. The engineer must ensure that proper isolation from the XS building has been provided to avoid structural damage due to differential movements, or inadvertently apply loads to the XS structure. XS accepts no responsibility for the design of the independent mezzanine. FIRE CODE COMPLIANCE It is the responsibility of the project design professional and builder to comply with local fire code regulations including consideration of, but not limited to, building use and occupancy, all building construction materials, separation requirements, egress requirements, fire protection systems, etc. Builder shall advise XS of any special requirements to be furnished by XS. XS steel roof systems are ICC Fre Class B roof assemblies. XS SSR steel roof systems are available for FM Class 1 fire rating. UL approved fire rated assemblies (1-1 12') - Design No. P265 and P268. FIELD MODIFICATIONS Modifications to this building from details and instructions contained on these drawings must be approved in writing by XS Building engineers, or other licensed structural engineer. This includes, but is not limited to, removal of roof or wall cladding, removing or moving any flange braces or rod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc. The owner shall not impose loads to this structure beyond what is specified for this building in the contract documents. XS Buildings, Inc. accepts no responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure. Per XS Builder Mertes #BM -001, if the builder intends to invoice XS Buildings for modifications in excess of $1000, the builder must notify, XS Buildings immediately, and obtain a Work Authorization from XS Buildings prior to proceeding. All final claims must be submitted to XS Buildings with all supporting documentation within 30 days of the building completion. Claims submitted without work authorizations, or after 30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderate amount of reartting, drilling, chipping / cutting and minor welding are considered by Code of Standard Practice to be part of erection are not subject to claim reimbursement CONCRETE/MASONRY/CONVENTIONAL STUD WALLS The engineer responsible for the design of the wall system is responsible for coordinating with, or specifying to XS Buildings, any wall to steel compatibility issues such as drift and deflection compatibility, special base details, and wall to XS steel connections. All fasteners, sealant and counter flashing of wall systems are to be provided by contractor. PANELS Oil canning is an inherent characteristic of cold formed steel panels. It is the result of several factors that include induced stresses in the raw material delivered to XS, fabrication methods, installation procedures, and post installation thermal forces. Thru fastened panels will exhibit some dimpling when installed, especially when insulation is installed between panels and secondary supports. Dimpling can be minimized by careful installation,taking care not to over drive fasteners. Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof, panels and then springing back into place. All panels experience this action to some degree, especialy with concealed clip panels such as SSR and SLA. Roof rumble noise may be minimized by providing a layer of blanket insulation between the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel decking, or rigid board insulation. A minimum of 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates. - Oil canning dimpling, and roof rumble do not affect the structural integrity or weather lightness of the panels and is not grounds for rejection of panels. SKYLIGHTS XTs Tuflites and XS's domed skylight have been tested to support a 300 Ib. load over a 1 sq. ft.. area, as well as uniform gravity and uplift load tesL Local building departments may require added fall restraint due to conditions that may affect the skylight structural integrity. It is the responsibility of the builder to determine and provide any added fall restraint under the skylight as may be required by your building department RAIN WATER RUNOFF Drainage systems must be designed by the project engineer to comply with code requirements. XS is not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and contractor are responsible to ensure that overflow devices such as scuppers and auxiliary drains are provided as required for the required rain intensity at the building perimeter and at valley conditions to prevent ponding. STEEL SHOP COAT The purpose of XS's shop coat is to provide protection for the steel members during transportation, during temporary job site storage and during erection. Standard shop formulation is not designed to perform as a finish coat when exposed to environmental conditions. Members shall be kept free of the ground and properly drained during job site storage. It is the Builders responsibility to ensure that if a finish coat is being applied over XS shop coat that the painting contractor verifies compatibility between his finish coat and XS's shop coat. See XS Builder Memo #BM -001 & #BM -002. VP BUILDINGS CERTIFICATIONS ICC Evaluation Reports SSR Roof System - #ER -5621 Panel Rib Root and Wall - #ER -4879 Vee Rib Wall - #ER -4879 State of Florida Product Approval (Listed as VP Buildings) Dade Co. Product Certification SSR Roof NOA#03-0206.13; Panel Rib Roof NOA#02-0123.08; Panel Rib Wall NOA#02-04187.01; Vee Rib Wall NOA#01.1128.05 Underwriter's Laboratory Approvals SSR Roof-UL#TGKK-113; SSR Composite Roof Class 90•UL#TGKK-113A; SSR Roof w/Super Block Class 90-UL#TGKK-328; Panel Rib Roof UL Class 60-UL#TGKK-60; Panel Rib Roof UL Class 90-UL#TGKX-64; r VP SLR/AEP SL Roof Class 90-UL#TGKK-60 , Factory Mutual Approved assemblies SSR Roof Systems are approved in various type applications and listed in FM Approval Guide. 24 Ga SSR (0.0227' Nominal), is available in Class 1-60,1-75,1-90. 22Ga SSR (0.0277' Nominal), is available in Class 1-75,1-90-,1-120. - E L_�" IL P/� FOR CONSTRUCTION t THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF PLANT SPECIFIC CERTIFICATIONS THIS DRAWING. INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF %prvaSMM. VP Buildings, Inc. ' • - - - Alabama sas California Missouri No. Carolina Wisconsin Mexico AISC MB Cert. MB Cert MB Cert. MB Cert. MB aem MB Cert MB Cert. ISO 9001 9001 9001 9001 9001 9001 IAS FA -377 FA -401 FA -240 FA -388 FA -376 FA -378 CSA -A660 VPBULO VPBUIO CWB I Div. i Div. 1 Los Angeles, CA Div. 1 Div. 1 Houston, TX Approved Approved - Riverside, CA Type 1 Fab #SP02-0028 Clark Co., NV Fab ID# 241 San Bernardino Co, CA Fab ID# 121 ICC Evaluation Reports SSR Roof System - #ER -5621 Panel Rib Root and Wall - #ER -4879 Vee Rib Wall - #ER -4879 State of Florida Product Approval (Listed as VP Buildings) Dade Co. Product Certification SSR Roof NOA#03-0206.13; Panel Rib Roof NOA#02-0123.08; Panel Rib Wall NOA#02-04187.01; Vee Rib Wall NOA#01.1128.05 Underwriter's Laboratory Approvals SSR Roof-UL#TGKK-113; SSR Composite Roof Class 90•UL#TGKK-113A; SSR Roof w/Super Block Class 90-UL#TGKK-328; Panel Rib Roof UL Class 60-UL#TGKK-60; Panel Rib Roof UL Class 90-UL#TGKX-64; r VP SLR/AEP SL Roof Class 90-UL#TGKK-60 , Factory Mutual Approved assemblies SSR Roof Systems are approved in various type applications and listed in FM Approval Guide. 24 Ga SSR (0.0227' Nominal), is available in Class 1-60,1-75,1-90. 22Ga SSR (0.0277' Nominal), is available in Class 1-75,1-90-,1-120. - E L_�" IL P/� FOR CONSTRUCTION t THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF - THIS DRAWING. INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF %prvaSMM. VP Buildings, Inc. ' • - - - XS AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY XS. THE XS ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN EN ANY OTHER PRODUCT OR COMPONENT FURNISHED O BY XS E%CEPT TO ANY DESIGN OR PER- FOAMANCE REQUIREMENTS SPECIFIED BY %S. - ITISPROVIDED SOLELY FOR ERELmNOTHE BUILDING DESCRIBED IN THE PuRCH/ EORDER AND SHAH. HOT BE MOORED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WRHOUT PRIOR WRITTEN APPROVAL OF X,mSm 3200PIa Players Memphis TN 38125 Erection Notes Y emP REV DATE BY DESCADmON BUILDER rry, Inc BCM C artton YIOn CO cusroMERRickCharlton M^�1J.� I �iail�L JOB ME0500438-01 THE SISUEMRAOCURAERAL RAGOW UWTY is SOLELY FOR BUILDING I OOODO-MC WRN THIS INERECTINGWRHTIIR INERECG DETAILS REFERENCED CED IN THIS ALL APPIO ani M REFERENCED IN THLS DMWPlO. ALL WOUSTBLE%S DARDSERECRoNOTAININ aERECOUSTgCSMNGT E CORRECT USE OP ROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPoHARY BRADwG. DATE 4/252005 LOCATION CHICO, California PROJECT Chariton 35X40X14 pV WNA']IECKMO BKJ NTS BUILDERS POJ - 5.2b PA°E2 4/26/2005 6:52:41 FlLENAME ME0500438-010E1.vpc e a► - a Q �o N 2 3'79" ® Y as F-IDimension Rey FOR CONSTRUCTION Finished Floor Elevation= 100'-0° Unless Noted Otherwise 1. CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE THE VP ENGINEER'S SEAL APPLIES THIS DRAWING. INCLUDING THE INFOFWATI NHEREON, TO BE FURNISHED BY OTHERSONLY TO THE WORK PRODUCT OF REMAINS THE PROPERTY OFXp..St . VP Buildings, Inc. M ° ' - - - - 2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION XS AND DESIGN AND PERFORMANCE 'REQUIREMENTS- SPECIFIED BY XS. - - N IS PROVIDED SOLELY FOR EAECTWO THE BUILDNG DESCRIBED W THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 381'25 ANCHOR BOLT PLAN' • . PER AISC SPECIFICATIONS FY = 36 KSI). ANCHOR BOLT LENGTH, EFFECTS THE XS ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE SMALL NOT BE MODIFIED REPRODUCED OR USED FOR ANYOTHER PURPOSE WiRiOUf PRIOR WRRTENBULLDER OF EMBEDDED OR DESIGN OF ANY OTHER PRODUCT APMVALOFBCM REV DATE, eY DESCRIPTION COOSiRJCtidn CO n JOB' ANCHOR BOLT EDGE DIMENSIONS AND METHOD OF TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. OR COMPONENT FURNISHED BY XS EXCEPT To ANY DESIGN OR PER- THE OBIERPTFONnWCrpq ANp'OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD ouAIRY woRXMANSHIP ,Inc. ° SfOM�'Rick Chalton ME0500438-01 wTE 3. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT. - FORMANCE REQUIREMENTS '- W ERECTINGTHISBULLOWO W CONFORMANCE WITH THIS °PANwO DETARS REFEREMIN THIS DRAWING. LOCATION CHICO, California 4�5��5 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR BOLTS MUST BE - sPEcxexsD BY xs. - - AILAPPLICnBLexsERECEWEDtDES. •. AND WDUTFRYSTANOARDS PERTAINING To PROPER PROJECT Chariton 35x4Ox14 . vpc BKJ . INauowo THE CORRECT USE OF Ta.IPORApr, ERECTIONACCURATELY - PLACED AS SHOWN ON I E WILL N MS SUIL S M. - 5.2b PAGE S 4/26/2005 6:53:48 FILENAME ME0500438-01OE1.vpc FL 511 27mm I FL E E - - E o ,E E coo E Q E �— c7 N Ln E � o co E CP. LO E E - '• N E •- 00 E N 'n R 27mm4 N ' Z 21/2" 21/2" Note: 64mm I 1 1 64mm Column is Turned 90 FL From the Frame Line. D1 (9)3/4• Dia. A36 n.Holta D2 (4)3/4• Dia. JL36 A.aolte D3 (4)3/4• Dia. A36 a.Holte Plate Wq4' L=6 1/4' Plate W-41 L=6 1/21 Plate W-8' L-1'-1' Elevation -100'-0' Elevation -100'-0' Elevation=100'-0' 1/2" (13mm) DIAMETER CONCRETE ANCHORS (NOT BY VP) LU VARIES BOTTOM OF COLUMN: g �+j BASE PLATE L — W 1 1/4" OPENING WIDTH 1 1/4" 32mm 32mm STD =1/2" (13mm) NOTE: 1 " (25mm) PROJECTION ABOVE - FLUSH = 0" (Omm) BOTTOM OF JAMB CLIP TYPICAL COLUMN FRAMED OPENING DETAIL- BASE PLATE DETAIL 21/2" (64mm) PROJECTION (U.O.N.) BOTTOM OF COLUMN BASEPLATE ELEV. (L m O Z �.a TYPICAL ANCHOR BOLT PROJECTION BMTE COUN S quiLDING DEPAR ew i 4, P P R Oj A V F Finished Floor Elevation = 100'-0° Unless Noted Otherwise FOR CONSTRUCTION 1. CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE THE VP ENGINEER'S SEAL APPLIES THIS DRAW NG. NMUOING THE INFORMATION HEREON, TO BE FURNISHED BY OTHERS ONLY TO THE WORK PRODUCT OF _ REMAINS THE PROPERTY OF XpesS . - VP Buildings, Inc. 2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION XOAND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY XS. RISPROVDEDSOLaVFOREAECTWGiHEBU¢DING erRpnlsTN3etzs ANCHOR BOLT PLAN DESCq®ED W THE APPLICABLE PURCHASEORDEA AND 3200 Players CILIA Circle M PER AISQ SPECIFICATIONS (FY = 36 KSI). ANCHOR BOLT LENGTH, EFFECTS THE %S ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE SHALLNOTSEMODIFlED REPRODUCED OR USED FOR ANY OTHER PURPOSE WimOUf PRIOR WgTTTSE EN BuaDER OF EMBEDDED ANCHOR BOLT EDGE DIMENSIONS AND METHOD OF TRANSFERRING OR DESIGN OF ANY OTHER PRODUCT APPROVAL OFXp ,Smy. REV DATE BY DESOTBPnON loa BCM Construction Co , Inc. FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. OR CON PONENT FURNISHED BY XS ExceeT To ANY DESIGN OR PER- THE GENERAL CONTRACTOR ANMR ERECTOR IS SOLELY CUSTOMER ME0500438 Ot ACCURATE Rick Charlton DATE W s 'P 3. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT. FORMANCE REQUIREMENTS ERECTING THIS SUILDINO CONFO w°TH� LOCATON CHICO, California 4/25/2005 DRAWWODETAU REFERENCED IN THIS DRAWING, 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR BOLTS MUST BE seecxeleD BY %B. �[1y�,..�� DRA_ ED,T ALIAPPLICABLE 6ERECTIONGWDES. reiIJLGLy AND DMUSTRYSTANDARDS PTmA1NINGToPROPER PRO �T Charlton 35x40x14 ACCURATELY - ETEC M. INCLUDW G THE CORRECT USE OF TEMPORARY vpc BKJ PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL, NOT FIT. BRAC.G. NTBUILDEAS POI NTS5.2b PADE4 - 4/26/2005 6:53:53 F`L`a"`E ME050043"IOE1.vpc lvl— Oo we i.vpc O Frame Member Schedule OA325 Bolt Connection a Plate Schedule Frame Clearances Part Mem. width Thick. Webthk Depthi Depth2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Roses- Tension Flasher Finished Floor Elevation- 100'-0°.(Unless Noted Otherwise) SZR001 1 2 1/2° ..0920 .0920 8 1/20 �8 1/2• 7'-9 7/8° Dia. Length Thick. Out In Bolt • 2 2 112° .0920 .0920 8 1/28 SZR002 5 2 1/20 .0920 .0920 8}1/2° 8 1/2" 13'-10 1/80 SZRO03 6 2 1/2° .0920 .0920 8 1/2' 8 1/20 13'-10 1/80 S'ZR004 9 2 1/20 .0920 .0920 8 1/2° 8 1/2• 71-9 7/80 10 2. 1/2° .0920 .0920 8 1/2° 8 1/2° SCC001 11 2 1/2" .0650 .0650 8 1/2° 8 1/2" 13'-1 11/16". SCCO02 19 2 1/2• .OS50 .0650 8 1/2° 8 112° 13'-6 7/169 _SCCO02 13.2 1/20 .0650 .0650. 8 1/2°- _8 1/2° 131-6..7/160. 8CC001 14 2 1/20 .0650 .0650 8 1/20 8 1/2° 13'-1 11/16° - i 17'•6 3/4" 1.0001127'-6'3/4■ 1.000::12 •3 2 G 5'-0° cc co a o► co co at U a N a T�a+ m U u a a co w a aco a a a v a. GC4 SZR003GC GCd 8ZR001 GC91 SZR002 GC91 SZRO04 Gc4 :• - GC91 6C91 - GC91 GC91 a` a Ilo • GCGO51100 GC91- GC91 GC91 _ (3C91 GC91 YGC91 GCG051100 cl O O U U o U O U U Ln •x, - (2)gsC92 (2)8HC92 _ C9 c) C92 (2)sB a ass 14— 7 ' 35'-0° FRAME CROSS SECTION. AT FRAME LINES) 1 �+ i 3 2 G 2'-10 5/16• 2 1'-6 11/160 , 1 11-00 r] Dimension Key FOR CONSTRUCTION VP Ref: S Name = XLBuildin Wall 4 Frame 1 . THE VP ENGINEER'S SEAL APPLIES 7HIS DRAWING, INCLUDING THE INFORMATION HEREON, 1. USE 1/2 DIA A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, ONLY TO THE WORK PRODUCT OF fu REMAINS THE PROPERTY OFXpe tad. VP BUIIdlnM Inc. AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. %S AND DESIGN AND PERFORMANCE RISPROVIDED SOLELY FOR ERECTINOTHE BU�OINO, 3200Pla REQUIREMENTS SPECIFIED BY %S. DESCRIBEDINTHEAPPIGABLEPURCHASEORDERANO YBniClub CIfCIQ MemprlisTN'sa125 _ _ FRAME CROSS SECTION AT FRAME LINE(S) 1 SEE JOB DETAILS FOR BOLT LENGTHS. sHAUNarBEMODIFIED,REPROD EDORuseoFOR THE %S ENGINEER'S SEAL DOES ANYOTHER PURPOSE WNHOUTPWORWRII7EN " 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME NOT APPLY TO THE PERFORMANCE APPROVAL OFXpe¢SbM REV DATE I BY DESCRIPTION BUILDER BCM COnstluctlOn CO Inc. JOB OR DESIGN OF ANY OTHER PRODUCT SIDE OF THE WEB AS THE HILLSIDE WASHER. OR COMPONENT'FURNISHED BY xS THE GENERALCDNTRAc7ORANDOREaecrORISSOLEiY cusrDMER ME050043801 EXCEPT TO ANY DESIGN OR PER- RESPONSIBLE FOR ACCURATE GOOD DUALITY WORIOANISNIP RICK Charlton DATE FORMANCE REQUIREMENTS - :0 ECTINOTHIS BV0.0W0 W CONFORMANCE WRHTNIS - LOCATION CHICO, Cdlrfomia. 4/25/2005 . SPECIFIED BY %S. ING DETAAS REFERENCED W TRIS DRAWING, ALL APPLICABLE XS ERECTION GUIDES, - ro D�WNICMECK pc B� - AND INDUSTRY SrANDABDS PERTAINING TO PROPER FROJFCT Charlton 35x40x14 , �j - " ERECTION. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS BmLDER5 POI _ - 5.2b PAGE 6 4/26/2005 6:55:21 FILENAME ME0500438-01OE1.Vpc O Flame Member Schedule OA325 Bolt Connection & Plate Schedule Frame Clearances Part Mem. width Thick. Webthk Depthl Depth2 Approx. Lgth id Qty Bolt Bolt Plate'Rowe Rowa Tension Washer 8oriz. Clearance between members 1(CS001)_and 4(C%001): 29'-5" ' C%001 1 5" .1875 .1345 1'-0 2'-1° 11'-10.3/16° Dia. Length Thick. out In Bolt Vert. Clearance at member l(CR001): 11'-10 3/16° RBX001 r 2 5" .1875 .1345 1'-8" 1'-0° 17'-7 7/8" A 6 3/4" 20 1/2" 2 1 Vert. Clearance at member 4(C$001): 11'-10 3/160 R,BX.002 3 5" .1875 .1345'' 1'-0• 1'-8" 17'-7 7/8" B 6 3/4" 2" 1/2"^ 1 2 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise), C8001 4 5" .1875 .1345 1''-0" 2'-1" 11'-10 3/16° 3/4" 1.000:1217'=6 3/4n - � 1.000e12 o c o Cq RBZ002 , v A ggR001 A • o (2)8821141 _ 1 1 _ • w. . - 1e. M _ ssa114 1 I Ln 35'-0" FRAME CROSS SECTION AT. FRAME LINE IS 2 - j 6® }��g _a 5 15'-5 1/2" 81 1Q�'� C" IN c_9: R� 4 3 3'/8" ; 3 .2.0 -21-10 5/16"_* 2 11-6 11/16• 1 8 1/2." F] Dimension Rey ^ ` VP Ret: Shape Name = XLBuilding Wan 4 Frame 2 FOR CONSTRUCTION THIS DRAWING. INCLUDING THE IN - r 1. USE 12 DIA. A30TBOLTS FOR'PURLIN TO FRAME, GIRT TO FRAME, THE VP ENGINEER'S SEAL APPLIES E FGRMAnoN HEREON. ONLY TO THE WORK PRODUCT OF REMAINS TIE PROPERTY.OF XpeaSbeL - +' - •. . .. - ,. - _.° '� � VP Buildings, Inc. ANDGIRT E CLIP CONNECTIONS UNLESS SNOTEDOTHERWISE. XO AND DESIGN AND PERFORMANCE ` IT IS PROVIDED SOLELY FOR ERECTING THE BUILDPIG reMemphis,N iB,25 FRAME -CROSS SECTION AT FRAME LINE(S) 2 SEEJOF3DETAILSFORBOLTLENGTHS. --- REQUIREMENTS SPECIFIED BY XS. DESCR®EDINTIEAPPLICABLE PURCHASE ORDER AND 3200Pla Players THE XS E14G INEER'S SEAL DOES SHALL NOT BE MOUR REPROOUCEDORUSEDFOR 2. APPROVALOFXpcSb REV DATE BY SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME NOT APPLY TO THE PERFORMANCE ANY OTHER PURPOSE WtTI OUf PR OR MUr EN DESCRIPTION BUILDER SIDE OF THE WEB AS THE HILLSIDE WASHER. OR DESIGN OF ANY OTHER PRODUCT BCM Construction Company, Inc. ME0500438-01 OR COMPONENT PURNISHED BY XS 'TIE GENERAL CONTRACTOR ANO'OR ERCCTORI$SOL(3Y CUSfOMERRick Charlton EXCEPT TO ANY DESIGN OR PER- RESPONSIBIFMRACCURATE.000DOUPLRYWOWOIANSHII, DA 4252005 - FORMANCE REQUIREMENTS ERECTING DETHIS IISBREDINGINED�NNTII�SD�RAE THIS LOGATG" CHICO,CaIltOmta ; .-. ,., SPECIFIED BY XS. VV 81,1 • - f i •• AND ALLINDUSTRY STANDARDS ERECTION "AI4ING TO PROPER - - PROJ Charlton 35x40x14 %�.C�T•ppl °RAwwa+ECN ERECTION. THE CORRECT USE OF T3NPORARY - BUILDERS iG/ VLJLVIiI PAGE BRACING. NTS, 5.2b 7 4/262005 6:55:22 FLLENAME ME0500438-01OE1.vpc 0 Fr-)m- Member Schedule OA325 Bolt Connection & Plate Schedule Frame Clearances Part Mem. Width Thick. Webthk Depthl Depth2 Approx. Lgth Id Qty Bolt BoltElate Rows Rows Tension flasher Finished-Floor Elevation 100'-0"7 (Unless Noted Otherwise) SZR00¢ 1 2 1/2" .0920 .0920 8 1/2" 8 1/2" 7'-97/8 Dia. Length Thick. Out In Bolt " 2 2 1/2" .0920 .0920 8 1/2° 8 1/20 SZRO03 5 2 '1/2" .0920 .0920 8 1/29 8 1/2"' 13'-10 1/8" BZRO02 6 2 1/2° .6920 .0920' 8 1/20 8 1/2n 13'-10 1/80 SZR001- 9 2 1/2° .0920 .0920 8 1/2° 8 1/2" 7'-9 7/88 y .110 2 112 .0920 ""- .0920• 8` 1/2" 8 1/2" SCC001 11-2 1/2" .0650 .0650 8 1/2" 8 1/2" 13'-1 11/160 SCCO03 12-2 1/2" .0650 .0650 8 1/2" 8 1/2" 13'-6 7/16,0 SCCO03 13 2 1/20 .0650 .0650 8 1/2° 8 1/2", .13'-6_.7/16" r SCC001 14 2 1/2" .0650 .0650 8 1/2" 8 1/2• 13'-1 11/160 -_ _ F17•_6.3/4" 1.000:12_ ,. 17!-6 3/41111 1- 000tl2 r 2 @ 5'-0" 2 e.5:'-0e mco m - V p6 co + C0 a_Ch �• —}— a 14, a . °° w iq_ a a u a 4. , GC4 SZRO03 SZRO02 GCSZR004 QC4. SZR001 GC4 F. ,. a G GC91 C91 GC91 GC91 . 'GC91 GC91 ti a f. GC(051100 GC91 GC91 GC91 GC91 GC91_ GC91 GCG051100 0 0 . 0 0 0 0 o o cepcot v u co Ln u .� .. r • , • (2)ssC9a (a)EBC92 �. .. •(a)EBc9a (2)ESC42 4g 23'-6" „ B5�-0 5 15'-5 1/2■ 4 3 3/8• ` FRAME CROSS SECTION AT FRAME LINE (S) 3com 3 2 9 2'-10 5/16° ¢ DPA 1, a 2' 1'-6 11/16° On Q Dimension ;Key„ FOR CONSTRUCTION VP Ref: S Name = XLBuildin Wall 4 Frame 3 1. USE 1/2 DIA: A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, THE VP ENGINEER'S SEAL APPLIES THIS ORAWIND. WCLUOWGTHE PIFORMAT*N HEREON; " w AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. ONLY TO THE WORK PRODUCT OF REMAPISTHEPROPEIUYOFXpesSbtl VP Buildings, Inc. _ .� ,, ., .. XS-AND DESIGN AND PERFORMANCE � - - - RIS PROVIDED 60I8YFOR ERECTING THE BUILDING- ". - SEE JOB DETAILS FOR BOLT LENGTHS. REQUIREMENTS SPECIFIED BY XS. DESCRBEDIN THE APPUCABLEPURCHSEOROERAND 3200 Players Club Circle Mewhi5TN38125 FRAME CROSS SECTION AT FRAME LINE(S) 3 THE XS ENGINEER'S SEAL DOES SHNL NOT BENOOIFlED, REPRODUCEDORUSEDFOR. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME NOT APPLY TO THE PERFORMANCE ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF %pr.�SleeL REV - DATE BY -DESCRIPTION OER jDa8 OR DESIGN OF ANY OTHER PRODUCT BCM Construction Company,Inc. ME0500438-01 SIDE OF THE WEB AS THE HILLSIDE WASHER. DR COMPONENT FURNISHED BY %5 THE GENERAL CONTRACTOR ANO'ORERECTOR LSSol ELY CUSTOMER Rick Charlton EXCEPT TO ANY DESIGN OR PER- � � RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP - DATE - FORMANCE REQUIREMENTS - IN EERECTINO THIS OETA0.5 REF ING IN O FORMANCETHIS WIT THIS -y_ L�� CHICO, California ��� - . SPECIFIED BY %S.. - �L U- %S o. ERECTIONG.Des. - DRAWWCHECK BICJ '� - - - '-r •` _ - AND INDUSTRY STANDARDS PERTAINING TO PROPER - PROJECT Charlton 35x40x14 _ - - ERECTION.B"IMUDINO THE CORRECT WE OF TEMPORARY J NTn BURDEAS PO/ 5.2b - PAOEB 4/26/2005 6:55:24 RIC"AMIR ME0500438-01OE1.vpc jv--v I �c I.vPQ v.ws� IVICWW4J lvm Impu Accessory Schedule :Qty Part Detail 1 3-0 x 7-0 Door - Advantage 1 3070 Pre -Assembled Door Trim Kit EN5A1,WAIA3 (14)#3 Trim Schedule Id Parts Color Details T1 QRRC10,QSPC10 Egyptian White RC9B3 3 - 401-00— " Cdver'ing Schedule Id Qty Type Length Gage OP Fin. Color Direction #16 14 PR 161-10 3/8" 26 A14 1 G TD Left to Right PLAN09A #17,, PR 3'-4" 26 :3 G TD Left to Right #18 14 PR 16'-10 3/8" 26 1 G TD Right to Left Opere Code:i=SQ,SQ Oper. Code:3=SQ,SQ Notes Finish:G=Galvalume Color:TD=Standard Color VP Ref: ShaDe Name = XLBuilding Insulation Schedule (install in same direction as Covering) THE UP ENGINEER'S SEAL APPLIES Id Qty Type Start Run Last Run Thick. Facing BLK1 10 IB 381-0" 38'-0" 3.00 PL . R IS PROVIDED SOLELY FOR ERECDHO THE BUILDING Starter Width= 4'-00, Interm. Width= 41-00, End width= 41-0" LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS Location =Outside Secondary Structural DESCRIBED IN IME PURg1ASEDRDFAAND - SHALL NOT BE MORFIED REPRODUCED OR USED FOR yersClubCircle Memphis TN 38125 Direction =Across Secondary. Structural 2. ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, THE XS ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE Type:IB=Fiberglass Blanket - ANYOTHERPUgPOSE WMiOVTPRIORWRDTEN APPROVAL OF Xp,-Sm REV DATE BY DESCMP ION BUILDER Facing:PL=Polypropylene Scrim Kraft, Light Duty DR DESIGN OF ANY OTHER PRODUCT Accessory Schedule :Qty Part Detail 1 3-0 x 7-0 Door - Advantage 1 3070 Pre -Assembled Door Trim Kit EN5A1,WAIA3 (14)#3 Trim Schedule Id Parts Color Details T1 QRRC10,QSPC10 Egyptian White RC9B3 3 - 401-00— BILITTECOUN ,d Ice Damming Conditions Exist ROOF COVERING PLAN09A DING PAR - (Field Repair Fastener) P ♦ P R 0 V r.} (1 bags) #55308 #17.-14x1■ S.S. Roof Fastener Notes FOR CONSTRUCTION VP Ref: ShaDe Name = XLBuilding 1. PRE -DRILLING I/8 DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS THE UP ENGINEER'S SEAL APPLIES THIS DRAW G.MCLUDWGTHE NFORMATIONHEREON. REMAMS THE PROPERTY OF Xxa Sl MAY BE REQUIRED AT 11 GAGE PURLINS, NESTED PURLINS, PURLIN LAP ONLY TO THE WORK PRODUCT OF XS AND DESIGN AND PERFORMANCE . R IS PROVIDED SOLELY FOR ERECDHO THE BUILDING VP Buildings, Inc. 1200 Players - ROOF COVERING•PLAN' LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS REQUIREMENTS SPECIFIED BY XS. DESCRIBED IN IME PURg1ASEDRDFAAND - SHALL NOT BE MORFIED REPRODUCED OR USED FOR yersClubCircle Memphis TN 38125 2. ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, THE XS ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE - ANYOTHERPUgPOSE WMiOVTPRIORWRDTEN APPROVAL OF Xp,-Sm REV DATE BY DESCMP ION BUILDER REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. DR DESIGN OF ANY OTHER PRODUCT BCM Consin Lion Company, Inc. ME0500438-01 OR COMPONENT FURNISHED BY XS-. THE GENERAL CONTRACTOR MINOR ERECTOR ISOLELY CWsTOMERRickCharlton 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. EXCEPT TO ANY DESIGN OR PER- FOAMANCE REQUIREMENTS RESPONSIBLE FOR ACCURATE. GOOD OUALR1AY WOFOOIP IpNERECnNG THIS BUILMO IN RAW'M DEFA65 REFERBACECO MFT16 pgAWUO s LOCATION CHICO, CaIlfoa a ' DATE . 4%L5%LOOS SPECIFIED BY XS. pJy APRJCABLEI6 ERECTION GUIDES.- EOK - .. ANDMDUSTRYSTANDARDS PERTAMMGToPROPER . .i PROJECT Chartton35x40x14 reSSY B KJ - - • ..' - ERECTION. MCLUOING THE CORRECT USE OF TEMPORARY BRAGMG. NT.S. BUILDERS POI S.2h PAGE 14 4/26/2005 7:06:03 FILE"ANwIF' ME0500438-0IOE1.vpc Cover$ag Schedule Trim Schedule Id Qty Type Length Gage OP Fin. Color Direction Id Parts #19 02 VR 3'-1 26 1 S CB Left to Right From Peak T1 (1.5)AFTI6,CT816,Gi►C1053 #20.' 4 VR14'-7 1/2"_ 26 1 S CB Left to Right From Peak T2 (2)GAB1022,(4)QRKF10,(4)R6L10 #21 2 VR 3'-1" 26 1 S CB Right to Left From Peak T3 JT12. #22 4 VR 14'-7 1/2" 26 1 S CB Right to Left From Peak T4 ETS14 Oper. Code:l=SQ,SQ TS FiaiBh:8=8P - (1.1)BA1,(3)BT10 T6 QEAIL,QPRF1 Color:CB=Classic Beige T7 QEAIR,QPRF1 T8 QRRCIO,QSPC10 Iaeulation'Schedule (Install is same direction as Covering) Id Qty Type Start Run Last Run Thick. Facing BLK1 2 IB 5'-0" 5'-0" 3.00 PL BLK2 3 IB 16'-0" 16'-0" 3.00 PL BLK3 1 IB 5'-0" 3.00 PL HLK4 4 IB 17'-0" 16'-0" 3.00 PL Starter Width= 4'-0"', Interm. Width= 4'-00, End Width= 4'-0" Location =Outside Secondary Structural Direction =Across Secondary Structural Type:IB=Fiberglass Blanket ' Facing:PL=Polypropylene Scrim_Kraft, Light Duty A VP Ref: Shape Name = SLBuildiag, Wall --1 O e TS p O T2-17,_6 3/40 _ .� _ _.� . .� _ .� _ T2-171-6 3/4° T6 _ eq ev eo eq. ' (2)#21 (2)#19 Color Details Match Wall Color WC6B2 Egyptian White RC3A2,RS4B1 Egyptian White WC7B1 Egyptian White WC7B2, Classic Beige EN7B1,WCiB3,WC2Bl,WCSA1 Egyptian White RC9A2 Egyptian White ' RC9A2 Egyptian White RC9B3. - F =i T7 _ I T4 It fV _ CNI ■ O . I .i ei V n O eo C v a a v v v e+I o . (4)#22 1._ (4)#20 H F E Ll I TS -11'-6" n (4)BLK4 BLK3 (2)BLK1--4 Y---(3)BLK2 I 11'-6° 14'-0° -9'-6° 35'-0° 1. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 3. PRE -DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP ' LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF XS AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY XS. THE XS ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY XS EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY XS. COVERING ELEVATION AT 1 Yr ner. ,nape Name= ALCunai wan = T THIS DRAW W G, INCLUDING THE INFORMATION HEREON. REMAINS THE PROPERTY OF Ypr-Sl IT IS PROVIDED SOLELY FOR ERECTUTG THE BUILDING DESCRIBED "THE APPUGABLE PURCHASE ORDER AND SHALL NOT BE "ROPED. REPRODUCED OR USED FOR ANYOTHER PURPOSE WITHOUT PR.OR WRITTEN APPROVAL OFXPrSIW THE GENERAL CONTRACTOR ANGOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD OUALITY WOTDO.IANSHIP W ERECTWO THIS BUILDING IN CONFORMANCE WITH THIS AIL APIi1('2MtXS REFERENCED GLIDES, L9 DRAWING; AND INDUSTRY STANDARDS PERTAPTPTo TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. .. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 LEVI, BATE BY I DESCRIPTION tx �1rd71 r%= AR 1 1V t� P. P R. 0 V FOR CONSTRUCTION COVERING ELEVATION AT 1 I"DER BCM Constrw ion Company, Inc. - 15TO'E" Rick Charlton CAnCM CHICO, Cafrfomia DIEc. Chartton 35x40x14 TLOERS PO/ 4/26/2005 6:55:32 111.1"1 ME0500438-010EI.vpc TLCTIECIC q 15 Cbvering Schedule Trim Schedule Id Qty Type Length (cage OP Fin. Color. DirectionId "Parte Color Details #5 X13 VR 13'-11 7/8" 26 1 8 CB Left to Right. T1 (1.5)AFTI6,CTE16,OAC1053 Match Pall Color WC6B2 Opgr. Cod@sl=SQ,SQ T2 (4)ET10A,(2)TA21 Egyptian White' RC6A2,WC2B1,WC3B1, Finish:S=SP T3 (2)BA1,(4)STI 0 Classic Beige EN7B1,WCiB3,WC2BlrWCSA-V Colors CH=Classic Beige T4 QEAIR,QPRFi Egyptian White- RC9A2 Insulation Schedule (Install is same direction as Covering) Id Qty Type Start Run:Last Rua Thick. Facing y - BLKl 10 IB15'-0" 15!-0" 3.00. PL - Starter Width= 4'-08, Intern. Width= 41-00, End Width= 4'-0• 4 Location =Outside Secondary Structural Direction =Across Secondary Structural Type:IH=Fiberglass Blanket. _ - Facing:PL=Polypropylene Scrim Kraft,.Light Duty \YP.Ref: Shape Name _ %LHuilding, Wall ="2 ' • T4 T2 - [.. ` _. ! I _ ` _ S •.e a . V - •- I� .... - ` (13)#5 E+ (ib)BLX1 �. 401-On • • COVERING ELEVATION.' AT A � I91 DEPARTMU,6 h"; - ,� VP Ref: ShaDe Name = XLBuildin FOR CONSTRUCTION Wall = 2 - — 1. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, THE VP ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE NFORMATION HEREON, ONLY.TO THE WORK PRODUCT OF - REMAINS THE PROPERTY OF Ype SMM. - _ VP Buildings. Inc. - REMOVAL ORALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. XS AND DESIGN AND PERFORMANCE 'J If IS PROVIDED SOLELY FOR ERECTING THE HURONO DESCRIBEDMe;,ph;STN3e,25 COVERING ELEVATION ATA REQUIREMENTS SPECIFIED BY XS. ' - - NTHE 3200PlBrsClubCircle 2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION, a w.LNOTBEMODIFIED gEPRGDWEDORusEDFGR THE XS ENGINEER'S SEAL DOES ANY OTHER PURPOSE W14HOVTPRION Wq(rTEN - 3. PRE-DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS NO APPLY TO THE PERFORMANCE APPROVALOFVp Sbe REV DATE BY DESCRIPTION BUILDER JOB, BCM Consh cHon Co n , Inc. ME0500438-01 MAYBE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP OR DESIGN OF ANY OTHER PRODUCT RICK Charlton LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS OR COMPONENT FURNISHED BY XS ES ONSIBLEENER� F O ACCURATE GOD OUAERECTORYW SOLELY USTOMER EXCEPT TO ANY DESIGN OR PER-- RESPONSIBLE FOR ACCURATE, GOOD OUALRY WO{ppAAN,.HIp M1 DATE 4/25/2005 FORMANCE REQUIREMENTS IN EREcc GTHHIS U&EFFNG INC INHIS EWIT THIS � CHICO, CaI'rfomia r^�. "SPECIFIED BY XS. +. / VpC BI<J AND INDUSTRY STANDARDS PERRTTAIN�iN'O TO wroPER. PRO'' Chariton 35x40x14 OrawNiCHECR �ed ERECTTIION.INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS POA G. NTS 5.2b PADS 16 , 4/26/2005 6:55:33 FILENAME, ME0500438-01OE1.vpc 1 v In m IC 41 y' tl r m w w H H A 14 0 qk qk H A .m n!p'SOC i+o Krra0 0I+:7 WwW0. Da{om2O 0 M o p 74 'A m r p m w 4 0m00< ?0 W m m p M N r G 0 W M m ocn D= M IQ H K 1- O p M p' • • w to 0 Z r� D »» 00 1+ o M !n to 10 K A A of of io is O is K W W OO a K Q 9asFn�n po' o w p n w p Qn m m o� m.a3�n-+m MDOTO�m ` 1 b O m 0 a K H HOo p Por p' z��m�� g m m m n m F o - r Dm:r - m b m r r W H w p O Im m o - 0 r '� p m W Vri uri m -i toAZSDD �0T0�37H IS 0 0O O K 0mm750 OroO0'00p ■ °?7m O N"K ��:M'" 00 O M pp K G K p.. P. p' o� rM K M p N amity w o ra Hr M. m P a ch W r s° p K K W 0ynM�n W 77 o o R p QC�cn�� -+ r� cm, I` 14' -0"a n p a C, -n -n a r •. M M a m a °� �p Dm� r r r r a w w y o n r o o W M zo=� wp, 0000 m rro �' M, 0 rar K x ro At w 13'-10 1/2" w m p I n o ` o m I a p ww0 n AOHZANZM 14'-1 1/2" a I K MHY[ yOH3N�%A �'�� nZ�m O'�QxIMiiHg n 'E •3 H'i .i T � _ I A r' � M` HAZ� OmyZ�M .. (Q KI M OO �SmAtb9�Ty ^ I Krt rt K A ILHN O yH SCC %<tMt��ZSmANHMAb M� 14'-4 1/2" N K O r• yZp O,Q pOCMOCy v 1WI ^ ' a 0 rKi is AynN Nn°wm _ [V v M it K K W M M 14'-7 1/2" 0 n ro ro n IC0 14'-10 1/2" tai HCD I W 15'-1 1/2" W o s2 <g� gig a H 151-1 1/2" �g g ��S 15 .9 WE x I w o a _ O_ _ ro O o B° ONrVrp0 $aSg ga W 14'-10 1/2° I r yo tr rp m P. 09 0 �S '' m hl C 11 � 10 'i' r ppy�~ o m t ro�e r OW � P 8 pis o I MaNm .. A _ r y q. 1-3 H V to i4'-7 1/2° a o 0 ori .-. V n r W \ O w 14'-4 1/2°tq e orI r 0 -0 A.Z . aaAeWaMn 14'-1 1/2° '� a n ► O-' �. v 1 m O 0 F. 41 p O p I oo r r 13'-10 1/2"' I K m K o m m r -- 0 s i g 0 0 x cc x$ ti m N i , 3 8 0 0� m A n3 A A m 0 n - a N r N N w g 0 0 � o Z Z m Po - b ; o= m W w r a m ? m n W r o < n Z- 0 Z f.,. Z W ! N IV < 71 Q cu g# , Covering Schedule Trim Schedule Id Qty Type Length Gage OP Fin. Color Direction Id Parts Color Details #8 •13 VR 13'-11 7/8" 26 1 S CB Left to Right T1 (4)ET10A,(2)TA21 Egyptian White RC6A2,WC2H1,WC3H1 0949*. Code:l=SQ,SQ T2 (2)BA1,(4)BT10 Classic Beige EN7B1,WClB3,WC2B1,WC8A1 'rinish:8=SP .Colo=:CB=Classic Beige Inaulation Schedule (Inatall in same direction as Covering) , Id Qty Type Start Run Last Run Thick. Facing BLK1 10 IB 15'-0" 15'-0" 3.00 PL Starter Widtho 4'-00, Interm. Width= 4'-00, End Width= 4'-0• Location =Outside Secondary Structural Direction =Across Secondary Structural Type:iB=Fiberglass Blanket Facing:PLmPolypropylene Scrim Kraft, Light_ Duty VP Ref: Shape Name m %LBuilding, Mall m 4 T1 1. WALL SHEETS ARE INTEGRAL PART THE STRUCTURAL SYSTEM, THE UP ENGINEER'S SEAL APPLIES WORK OF THIS DM NU. INGLUDINO THE INFORMATION HEREON. REMAINSTHEPROPERTYOFXwr S". VP Buildings, Inc. REMOVAL OR ALTERATION ION WITHOUT PRIOOR AUTHORIZATION IS PROHIBITED. ONLY TO THE PRODUCT xS AND DESIGN AND PERFORMANCE ITISPRONDED SOLELY FOR ERECTWOTHE SMONG IN THE APPLICABLE 3200PIa yers Club Circle Memphis TN 38125 COVERING ELEVATION AT F 2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. REQUIREMENTS SPECIFIED BY XS. DESCRIBED PUCHASEORDER AND SMALL HOT BE MoaRED REPwDUCED OR vsw FOR 3. PRE -DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS THE XS ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE ANY OTHER PURPOSE WtfHOVTPRIOR WRITTEN APPROVALOF)pe Sb REV DATE I BY I DESCRIPTION BUILDER BCM Constnution Company, Inc. D0 MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP OR DESIGN OF ANY'OTHER PRODUCT OR COMPONENT FURNISHED BY RS "ER Rick Charlton ME THE GENERAL CONTRACTOR AHDORERECTOR IS SOLELY DATI LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS EXCEPT TO ANY DESIGN OR PER- RESPONSIBLE FOR ACCURATE, GOOD DUALITY woMO NSNIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION FOP.NANCE REQUIREMENTS HICO, California SPECIFIED BY XS. DGC=REFERECEDITHSoRAWG, ••--•---- ERECTION GUIDES.ORkWNICHECK AND INDUSTRY STANDARDS PERTAINING TO PROPER P EGT Charlton35x40x14%�..7LJLC:/'� VPC BK) ERECTION. INCLUDING THE CORRECT USE OF TEMPORARYNTSBUILDERS PO/ 5.2b PAGE 18 GRACING. -. 4/26/2005 6:55:35 FaEAAe ME0500438-010Et.vpc NOTE: ALL BOLTS SHALL BE 1/2" x 1" A307(49050) TOWARD THE UNLESS NOTED OTHERWISE CENTER OF 1'-0" FINGER SHIM AS 4 1/2" 3" 4 1/2' REQUIRED T T F = FEET - G = GAGE I = INCHES ❑ = OPERATION E =EIGHTHS C = FIN/COLOR CXXXX =COLUMN (PLATE) RBXww = RAFTER (PLATE) TCX3K** = TUBE COLUMN • 9FRAME THE BUILDING 1 IY GAGE • • END BAY INTERIOR BAY ROOF PURLIN TYPICAL BOLTING N 1 PLATES, FACADE Ty PANEL/COVERING EPX*** = ENDPDST (PLATE) SECONDARY VARIES I VuaEsEMBER_ IEIGHTHS OR CANOPY W 1 3 1 1 7 2 6 1 K T D ' (CONTINNUOUS) Lv 1 1 CONNECTIONS INCHES 0' ALL 111 F F I I E G G❑ C C C _ • I LENGTH LENGTH CODE �I SCC= 8 1/2' SINGLE C END POST CATEGORY INSULATION SCD--_ = 11 L/2' SI NGLE C ENDPOST PUNCH PATTERN 11 1/2" PURLINS I B 1 3 0 1 0 3 6 0 3 0 W V SZR___ = 8 1/2' SINGLE Z RAKE BEAM FLANGE BRACE REOUIRE 3 BOLTS AT (FB-) OR (SFB-) ** F F F I,1 1 I 1 I E C C SZD_-- = 1] t/2' SINGLE Z RAKE BEAM EACH END OF PURUN NWffH MAY BE STRAIGHT O]=SIMPLE INTERIOR �0,=1' END HAY, 1' -0' LAPLD LENGTHWIDTH THK CODE IFLG. OR TAPERED MEMBER ® 0Z=SIMPLE I' END BAY 3,�=1' END 1' -6' LAP BRACE THIS SIDE WHEN SINGLE BRACE IS REQUIRED ® .BAY, O2=SIMPLE 6' END BAY 3�=1' END BAY, 2' -0' LAP SECONDARY (STANDARD) NOTE: CUP R(sFB RFAlBREs a32s Bolls)THICK ® LL4=END HOLE ONLY 33=1' END BAY, 2' -6' LAP 0 ] G 1 9 L L 4 1 7 1/2"x 1 1 2" A307(49054s BOLT �i� FLAT SHIM AS IM=INSET NOTCH 34=1' END BAY, 3' -0' LAP ■ ■■ FF I I EGG LENGTH CODE AT THIS END ONLY FLANGE BRACE REQUIREMENTS: (SFB REQUIRES A325 BOLTS) REQUIRED Dfi=ND HOLES 35=1' END BAY, 3' -6' LAP END BAY, 4' -0' LAP DCCBXxIG'= CANOPY (GAGE) RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. BETWEEN BOLTSfi=]' ZC!=6' END BAY, 1'-0' LAP SECONDARY (SPECIAL) RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON z1=6' END BAY, 1' -6' LAP 4,0.=INTERIOR HAY, 1'-0' LAP 0 0 1 G 1 9 L 1 4 1 7 CROSS SECTION IS NOT ACCOMPANIED BY (2). 1 -0� ZE=6' END BAY, 2'-D' LAP y1=INTERIOR HAY, 1'-6- LAP * * * * F F I I E G G RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB z3=6' END BAY, 2'-6' LAP 4Z=INTERIOR HAY, 2'-0' LAP LENGTH CODE WHEN PART MARK IS ACCOMPANIED BY (2). NOTE: FIELD CUT SHIMS TO •RULE#4- WHENEVER POSSIBLE. PLACE SINGLE BRACES TOWARD THESHIM2 DESIRED DIMENSIONS TO 24=6' END BAY, 3' -0' LAP Aa=INTERIOR BAY, 2'-6- LAP ROD BRACING CENTER OF THE BUILDING. ACHIEVE DESIRED RESULTS z5=6' END BAY, 36' LAP Ag=INTERIOR BAY, 3' -0' LAP 0 3 R A 2 5 1 0 RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME a SHIMSARE MADE Zfi=6' END BAY, -D' LAP =INTERIOR BAY, 3' -6' LAP I E x x F F I I SIDE OF THE FRAME WEB. �_ FROM .059" MATERIAL .4' XPRESSTEEL Afi=INTERIOR BAY, 4'-0' LAP - DIA LENGTH XPRESSTEEL SECONDARY PUNCH PATTERNS EN51A1 MARK NUMBER KEY TYPICAL FLANGE BRACE CONNECTIONS BR6A3 STANDARD .SHIM PROCEDUREEN2DA1 EN5A1 CONT.PURLIN LAP SHOWN, CONT. GIRT do SIMPLE PURUN &GIRT-SIM TYPICAL AT ANY BOLTED CONNECTION COMMON GENERATED MARK NUMBERS COMMON GENERATED MARK NUMBERS ORGANA 03/13/20M EN20AIV2 R 08/31/08 EN51A1V1 D2/01/2001 ENSAIVI 02/10/2003 F - FEET G = GAGE F = FEET G = GAGE I - INCHES 0 - OPERATION E - EIGHTHS C - FIN/COLOR I = INCHES 0 = OPERATION E - EIGHTHS C = FIN/COLOR z 1/8" 2 1/2" 1/ 1/ " NOTE: BASE OF COLUMN IS 1 1/4' ABOVE FINISHED FLOOR PR WALL PANEL MARK NO.: W F F I I E G G 0 C C C • - - LENGTH CODE VR WALL PANEL MARK NO.: V F F 11 E 0 G 0 C C C LENGTH ;CODE ,- II--1I I�-�yl _ - END POST (SINGLE OR DOUBLE. ' PR ROOF PANEL MARK NO.: R F F 11 E G G 0 C C C - - cam° N OR PLATE) , a LENGTH CODE LIP PR RIDGE PANEL MARK ND.: P F F I I E G G 0 C C C 'o UP . • LENGTH CODE . 36' COVERAGE I I � ` ENDWALL BASE CUPS �7 I 36' COVERAGE EMBOSSED- 21.11/8' " :. 2A 2 1/2" (2) 1/29 xA1T1/2 lr/ I I SMOOTH TYP 2 5/�' -I I' S��CE 1 A307 BOLTS (49054) II 12' IIS SEXTIRK 1 3/16' TMP• TYP� I I 1/2". 3/4" DIA. ANCHOR BOLTS I 1' 3/4- FLAT I WASHERS 2 31/TY0 GEARING EDGE UP _ \ ti ANCHOR BOLTS, NUTS AND WASHERS ARE "12 NOT BY XpresSteel XPRESSTEEL _N7_A XPRESSTEEL XPRESSTEEL XPRESSTEEL PANEL RIB ROOF & WALL PANELS PR E 1-1 VEE RIB WALL PANELS VR fN7B1 6.5" OR 8.5" CIRTS EN8A1 ENDWALL POST BASE CONNECTION PF4AB 6.5", 8.5 OR 1 1.5 PURLINS CEE END POST / FLUSH ENDWALL GIRTS 017A1V1 02/18/2003L_Lj IX181V1 02/16/2003 Q1BA1V1 02/1 8/2003 PF4AHV2 R .08/26/2004 . SME DEPART ^ FOR 8NAURON R V THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORE PRODUCT OF THIS DRAWING. INCLUDING THE INFORMATION HEREON, RT]AAINS THE PROPERTY OF Xpr S . VP Buildings, Inc. - XS AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY XS. IT IS PROVIDED SOLELY FOR ERECTING THEBU6DIN0 DESCRIBEDINn1EAPPUCABLEPVRC/IASEORDERAND yersClubCircle Memphis TN 38125 BUILDING SED'S .3200 Players p - THE XS ENGINEER'S SEAL DOES =W OT SE MODIFIED REPRODUCED OR VSED FOR ANYODIERPURPOSEWM1NOUTPRIORWWTTEN , DATE BY DESCRIPTION BUILDER BCMConstTucNonCo ,Inc. CUSTOMER RickChadton JOB MEO50043M1 ' NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT APPROVAL Of XV THE GENERAL CONTRACTOR ANDORERSCTORISSOLELY OR COMPONENT FURNISHED BY XS EXCEPT TO ANY DESIGN OR PER- - RESPONSIBLE FOR ACCURATE, GOOD OUWTY WOR1rSHIP 8,,,� FORMANCE REQUIREMENTS IN ERECTING THIS BUILDING IN CONFORMANCE WTM TM IS pTkAMNG DETAILS REFERENCED IN THIS DRAWING, LOCATION CHICO, CalHomia 425%LDD5 PROJECT Chariton 35X40x14 CRAWWCj VPC BK.I SPECIFIED BY XS. AL. APPLIG$E XS ERECTION GUIDES. AND INDUSTRY STANDARDS PERTAINMO PROPER ►p�/���pp� IGJLJLGCi ' ERECTION, INCLUDING ME CORRECT USE OF TEMTORARY BRACING. PAGE 19 NTS BUILDERS POI 5211 426200.5 7:31:34 'y"'""` MEO50043"10E1.vpC 4262005 7:31:35 ME0500438-010Et.vpc (6) 1/2" x 1" A307 BOLTS (6) 1/2" x 1' A307 BOLTS (L RIDGE $�Op 3/16" x 1/4" TAPE MASTIC 1/4-14 x 7/8' ROOF E ^u� PURLIN °� CONI. (80390) STITCH FSNR (57644) NOTE 2ffI' �° o ° o ° PRE—DRIWNG IS RECOMMENDED •' ryp ° at /a G o ° ° 0 LLARY IN THE ABSENCE OF A PURLIN BEARING EDGE. s \ Ir 0 o BEAD ZEE RAFTER GC4 CUP ND POST \ GC4 CUP—/ENDPOST RIDGE PLATES ZEE RAFTER ZRP1_ TOP VIEW TOP VIEW �N I GC4 CUP 8 1/2' OR r 11 1/2' (2) 1/2' X 1' A307 BOLTS (T1P) SINGLE CEE ZEE RRAFTER (49050) 8 1 2" RAFTER ° RIDGE PLATES ONE ON EACH SIDE OF RAFTER CORNER POST \ (3) 1/2" X 1° I ° ZRP1_ 8 1/2' OR 11 1/2" ATTACH POST WITH GC4 CLIP \ A307 BOLTS (TYP) o ° (6) 1/2" x 1" A307 BOLTS \ r 49050) 11 1/2' RAFTER ® i A307 BOLTS (49050) \ ' 8 1/2" SINGLE CEE ENDPOST \ ZEE RAFTER I D PURLIN BEARING EDGE /D STRUT FSNR (574'-F SEE PCmFOR STD PATTERN A307/SOLTSI(49054) ®SEE RC2A3 FOR UL90 PATTERN POST Qo"' r o` OF ZEE RAFTER \ ATTACH POST WITH (6j 1/2" x 1 ° RC2A5 XPRESSTEEL POST A307 BOLTS (49050) SEE E DA FOR ICPATTERN� MMING PATTERN XPRESSfEEL XPRESSTEEL XPRESSTEEL CORNER POST TO ZEE RAFTER PF4B1 I ENDPOST TO ZEE RAFTER PF4C5 ZEE RAFTER AT RIDGE W10 POST PRE9 I PANEL RIB ROOF RC1 B1 SINGLE CEE CORNER POST / FLUSH EW GIRTS SINGLE CEE EW POST / FLUSH EW GIRTS 8 1/2" ZEE RAFTER PANEL SIDELAP PF4BIV2 R 05/28/2004 rF4C5V1 02/17/2003 PF4EBV2 D2/03/2OD4 RC1BiV1 02/19/2003 1'-0" 1'-0" 1'-0" RAKE WALL PANEL 1 1/4 RAKE FASCIA (QRKF-) FACE OF WALL PANEL �1 1/4- 1/4-14 x 7/8' ROOF CLOSURE VPR1E' PANEL RIB STITCH FSNR (576'•) ,(RCL—) 12-14 x 1 1/4". ROOF STRUCT. PANEL RIB INSIDE CAP SHEET (P—) 2 PER INT RIB AND FSNR (57*") ®12" O.C. CLOSURE (80330) 4, 4 PER SIDELAP RIB BOTTOM OF SUBSTITUTE 1 1/2" FSNR WITH ' ROOF SHEET BLKT. INSULATION GREATER THAN 4' �j' as -12-14 x 1 1/4' ROOF j STRUCT FSNR (574+') 3�PER FOOT I 3/16" x 1/4° _ _ _ 3/16' x 1/4" TAPE MASTIC TAPE MASTIC 1/4-14 x 7/8' ROOF ENDLAP & RIDGE CAP CONT. (8039D) CONT. (60390) STITCH FSNR (576••) 1 PER PURLIN AND 1/4-14 z 1 1 4' STRUCT. 17 W'P' 3/16" x 1/4' TAPE 2 PER SPACING FSNR. (55l MASTIC CONT. 1 PER PURLIN 80390 BOTH ( ) z 1 1/4" ROOF 0 12-14 x 1. 1/4' WALL SIDES OF CLOSURE 1 STRUCT STRUCT FSNR (574 ) STRUCT FSNR (564") 1 PER FOOT 3'-0' O.C. POP RVEF 1/4-14 x 7/8' ROOF INTERMEDIATE PURLIN 12-14 x 1. 1/4" WALL STRUCT FSNR (564'') V-0" O.C. (552'•) 1 2 STITCH FSNR (576") O 1 PER FOOT 6' O.C. FOR FIRST T VEE RIB OUTSIDE 10'-0' UPSLOPE GAGE ANGLE SAVE TRIM CLOSURE (80362) RIDGE AT SIDELAP POP RIVET (GAB1022) (ET—) PURLIN 12-14 x 1 1/4"ROOF V-0") 1 O.C. VEE STRUCT FSNR (574-) -0 NOTE FIELD PE CUT PANELS PANEL LOWER ROOF 3 PER FOOT BUILDING EAVE AT ROOF PITCH OF SHEET PANEL SIDELAP VEE RIB WALL PANEL )(PRESSTEEL XPRESSTEEL XPRESSTEEL XPRESSTEEL FASTENER PATTERNS RC2A5 I PANEL RIB ROOF RAKE TRIM I RQ3A21 PANEL RIB W EAVE. TRIM 1RC6A2 PANEL RIB ROOF RC7A1 ICE DAMMING VEE RIB WALL ALL PURLINS VEE RIB WALL L RIDGE CAP ENDLAP FC7AA'1 D4/11/20D3 RC.MW1 02/19/2003 Rcmw 02/19/2003 RC7AIVI o2/IB/2D03 cowl AUjLDIiVG D=PAR1VL-!w p R E.' i r , " — FOR CONSTRUCTION THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF THIS DRAWINS. INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF XP SI-1. VP Buildings, Inc. - XS AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY XS. ITISPRONDEDSOLELY FOR ERECTING THE BULLDINo DESCRIBED W THE APPLICABLE PURCHASE ORDER AND 3200 Players yers Club Circle Memphis TN 38125 BUILDING SED'S ' ' • THE XS ENOZNEER'S SEAL DOES SHALL NOT BE MODIFIED REPRODUCED OR USED FOR ANY OTHER PURPOSE WrTNOIR PRIOR WRITTEN REV DATE I BY DESCRIPTION BUILDER BCM Construction CO n,Inc. .LOB# ME0500438-01 NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT APPROVALOF)p.s, L THEGENERAL CONTRACTOR -D/ORERECTORISSOLELY RESPONSIBLE FOR ACCURATE, GOOD OUALRY WORKMANSHIP WERECTING THIS BU°DWGW CONFORMANCE OR COMPONENT FURNISHED BY XS TO ANY DESIGN OR PER- CUSTOMER RickChartton DATE 4%25%L005 LOCARON CHICO, California FORMANCE REQUIREMENTS SPECIFIED BY XS. Wm1 TH13 DMWING DETABS REFER@10EDWTHIS DRAWING, ALL APRj&WXE XS ERECTION GUIDES, PROJEGf Charlton 35X4OX1 a DRAWN/CHECK BKJ AND INDUSTRY STANDARDS PERTAIN W G TO PROPER reSS�eel - ERECTION, INCLUDINO THE CORRECT USE OF TEMPORARYNTSBUILDERS BRACING. POt S.2b PAGE ZO 4262005 7:31:35 ME0500438-010Et.vpc RAKE FASCIA (QRKF-) RAKE FASCIA TO LAP UNDER PANEL RIB RAKE FASCIA PEAK CAP & RIB CAP FILLER (QPRF-) (QRKF-) MIN 3" ATTACH - POP RIVETSET 4 RIVETS (552•') EAVE ASSEMBLY (QEA-) ATTACH W/ 6 1�z POP RIVETS (552•') APPLY 3/16- X 1/4' TAPE —� MASTIC 80390) UNDER THIS EDGE OF PEAK CAP ATTACH (DSPC-) TO -RAKE RIB CAP (ARRC-) INSTALL OVER RAKE FASCIA AND UNDER PEAK CAP APPLY 3/16" x 1/4' TAPE MASTIC (80390) UNDER RIB CAP 1/4-14 X 7/8" ROOF STITCH FSNR (57644) (6) PER PEAK CAP - - NOTES: ALL BOLTS SHALL BE 1/2" x 1" A307 (49050) UNLESS NOTED OTHERWISE LAP BOLTS MUST BE INSTALLED IN THE OUTERMOST SEF OF HOLES 1� X, S ep✓ (2) 1/2" x 1 1/2" A307 BOLTS(49054) NOTE: ALL BOLTS SHALL BE 1/2" x 1' A307(49050) UNLESS NOTED OTHERWISE 6 1/2 B 1/2" OR 11 1/2 ENDBAY ROOF PURLIN PC98 CUP TO RIDGE CONNECTION 2) 1 /2" X 1 1/2' A307 BOLTS 49054) CUT AWAY (QRKF-) W/ 6 POP/ SHADED A RIVETS (552•.) \\`\1Cj AREA e - ' METAL PEAK e GE BRACE 45 CAP (QSPC-) \ // FLAN (FB-) OR (SFH-) ° I RAKE RIB CAP (OTITIC_) (A325 BOLTS \��� REQ'D. ® SFB) -"-I 1" RAKE FASCIA8 1/2' OR 0 0� NOTCH DETAIL (QRKF-) 1/2" x 1 1/2• 111 1/2 -• ZEE E BEAM A -A CAPA QSPCC A307 SOLT(49054) XPRESSTEEL ( ) SECTION VIEW XPRESSTEEL AT FRAME XPRESSTEEL XPRESSTEEL RAKE FASCIA RC9A2 RAKE FASCIA I RC9B3 PURLIN CONN. AT INTERIOR FRAME RS1 H2 PURLIN CONN. TO ZEE END FRAME RS2A2 ' EAVE ASSEMBLY METAL PEAK CAP ATTACHMENT (P -RIB ROOF)' 6 1/2" OR 8 1/2" CONTINUOUS PURLINS W/O CLIP 6 1/2", 8 1/2" OR 11 1/2" CONT. PURLINS W/CLIP RC9A2VI D2/18/200J _ RC983VI 02/18/200.1 R51H2V2 R 10/19/2004 RS2AZV2 O2/OZeW4 NOTES: ALL BOLTS SHALL BE NOTE: ALL BOLTS SHALL BE PC98 CUP THE FOLLOWING MATERIALS ARE 1/2" x 1" A307 (49050 PROVIDED FOR EACH DOOR: 1/2" x 1" A307(49050) UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE R JT07 LAP BOLTS MUST BE INSTALLED 6 1/2" OR '8 1/2" ) ENDWAU 1 WDF03 IN THE OUTERMOST SET OF HOLES TA2_ LOW EAVE 6 1/2" OR 8 1/2 26) 564** (1) 1/4-14 x 1 1/4° GAGE ANGLE ROOF PURUN LOW EAVE ENDBAY 11) 80507 ROOF PURUN STRUCTURAL FSNR 1/4" (GAB1022) PURLIN (CONTINUOUS) TA2_ (55307) PER PURLIN NOTE: SHORTLEG ON TOP CLIP (GC1) �'- I 12-14 X 1 1 /4' WALL (2) 1/2" x 1 1/2" 11 ff ZEE pfL p�T. A307 BDLTS(49054) FOR RAA AL ti pSS PURLIN TO RAFTER SECTION "A -A" XPRESSTEEL XPRESSTEEL XPRESSTEEL RAKE CHANNEL TO PURLIN PDIAPHRFA,GM" RS4B1 I LOW SAVE PURLIN CONN.(INTERIOR FRAME RS5A1 EAVE PURLIN CONN. @ Z ENDFRAMg RS5A2 6 1/2", 8 1/2" & 11 1/2" PURLINS W/SHEETED ENDWALL 6 1/2"OR 8 1/2"CONT.PURLINS W/CLIP(O.S.GIRTS) 6 1/2" OR 8 1/2" CONTINUOUS PURLINS WITH CLIP 1aABm az/1e/2DD3 RS911V2 R 10/19/2004 RSSA"l D2/IEV=3 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF XS AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY XS. THE XS ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY XS EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY XS. REAVYNS THE PROPERTY OF XP.S" R LS PRONGED SOLELY FOR ERECTING THE SURMIND LIESCNBED N THE APPLICABLE PURCHASE OROEq PND SMALL NOT BE At001FIE0. REPRODUCED OR USED FOR PNP APPROVAL PURPOSEWIRWUT PRIOR WRlRAPPROVAL OF %pe¢Sleel. THE GENERAL CONTRACTOR ANDOR ERECTOR Is SOLELY RESPONSIBLE FOR ACCURATE, GOOD OUAUTY wORxMANSHIP IN ERECTING THIS BLPLOWO W CONFORMANCE WITH THIS DRAWING DETABS REFERENCED W THIS DRAW IN ALL APRIEABLE XS ERECTION GUIDES, PND INOUSTRYSTANDARDS PERTAINING To PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMMWy BRACING. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 36125 IEVI DATE I BY I DESCRIPTION &ME 1./OU!NI 4U�I� DEP®A f 4V�E t, P i R 0 yr r ' FOR CONSTRUCTION BUILDING SED'S BCM Construction Rids Charlton Charlton 35X40X14 4/26/2005 7:31:37 FILENAME' ME0500438-OtOEl.vpc 5.2b 1 -21 BKJ AND LAP ENDS 1 • (1) 1/4-14 x 11/ 4- - - - - - - - - - - - - STRUCTURAL FSMR.(58307) LOCATED UNDER HIGH RIB ® 5,-0• Q.C. MW. P -F� ' - Z I, '�' STRUCTURAL FSNPL A LOCATED )IjIGF� • - 1 101 s r/ .. 0 SNDER PANEL RIB ®5 O.C. i i i roof ef., TAz - CL -0 MIN. I 1 (PC98) cup REFER T0: m N --' P %- -'- I I . I LOW FAfi ___ FOR COMPLETE DETAIL \ VD :� / HBf'"/ root slope i - I I I (coni uoRLIN u5) PURUN TA 1 0 ID CUP (GCO Q, J _i ® LOW EAVE •✓ OF PURUN SECTION "A -A" (C HAUNCH (CONTINUOUS) MEMBER 1 (2) 1/2" x 1 1/2" 11 ff ZEE pfL p�T. A307 BDLTS(49054) FOR RAA AL ti pSS PURLIN TO RAFTER SECTION "A -A" XPRESSTEEL XPRESSTEEL XPRESSTEEL RAKE CHANNEL TO PURLIN PDIAPHRFA,GM" RS4B1 I LOW SAVE PURLIN CONN.(INTERIOR FRAME RS5A1 EAVE PURLIN CONN. @ Z ENDFRAMg RS5A2 6 1/2", 8 1/2" & 11 1/2" PURLINS W/SHEETED ENDWALL 6 1/2"OR 8 1/2"CONT.PURLINS W/CLIP(O.S.GIRTS) 6 1/2" OR 8 1/2" CONTINUOUS PURLINS WITH CLIP 1aABm az/1e/2DD3 RS911V2 R 10/19/2004 RSSA"l D2/IEV=3 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF XS AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY XS. THE XS ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY XS EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY XS. REAVYNS THE PROPERTY OF XP.S" R LS PRONGED SOLELY FOR ERECTING THE SURMIND LIESCNBED N THE APPLICABLE PURCHASE OROEq PND SMALL NOT BE At001FIE0. REPRODUCED OR USED FOR PNP APPROVAL PURPOSEWIRWUT PRIOR WRlRAPPROVAL OF %pe¢Sleel. THE GENERAL CONTRACTOR ANDOR ERECTOR Is SOLELY RESPONSIBLE FOR ACCURATE, GOOD OUAUTY wORxMANSHIP IN ERECTING THIS BLPLOWO W CONFORMANCE WITH THIS DRAWING DETABS REFERENCED W THIS DRAW IN ALL APRIEABLE XS ERECTION GUIDES, PND INOUSTRYSTANDARDS PERTAINING To PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMMWy BRACING. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 36125 IEVI DATE I BY I DESCRIPTION &ME 1./OU!NI 4U�I� DEP®A f 4V�E t, P i R 0 yr r ' FOR CONSTRUCTION BUILDING SED'S BCM Construction Rids Charlton Charlton 35X40X14 4/26/2005 7:31:37 FILENAME' ME0500438-OtOEl.vpc 5.2b 1 -21 BKJ 1/4-14 x 1 1/4_ STRUCT. FSNR. (55307) ATTACH TO EAVE, BASE AND GIRT MEMBERS 1/4-14 x 7/8' — WALL STITCH FSNR (56S—) 1'-0' O.C.. q FILLER TRIM) (AFT-) VEE RIB WALL 12-14 x 1 1/4" STRUCT. FSNR 12" O.C. ,I� 24 O.C. (NOT BY XS) FSNR (564**) VEE RIB (SEE ERECTION ` (CTE )R TRIM 1 PER FOOT WALL PANEL LDING. FOR ACTUAL INSTALL INSULATION BETWEEN PANEL SIDECAR CAC1053 AND WALL PANELS XPRESSrEEL XPRESSTEEL XPRESSTEEL XPRESSrEEL BASE OF WALL ATTACHMENT WC1 B3 T VEE RIB WALL WC261 VEE RIB WALL AT EAVE WC3131 OUTSIDE CORNER TRIM(DIAPHRAGM WALLS) WC6B2 VEE RIB W/ BASE TRIM FASTENER PATTERNS EAVE PURLIN VEE RIB WALLS wC18.Iv1 03/11/2003 wc2mvi wig/=03 wr3ervi oz/la/zaD3 VEE ox/I ALL 12OW _j NOTES: ALL BOLTS SHALL BE "AND ATION VEE RIB E MEMBER UNLESS NOTED OTHERWISE . I WALL PANEL REMOVE INSULATION FROMH FACING AND FOLD BACKLAP BDLTS MUST BE INSTALLED OVER INSULAnON TOIN THE OUTERMOST SEF OF HOLES • PREVENT WKXNG SIDEWALL. COLUMN ` SECTION A -A GIRT CUP 12-14 WALL ' FSNR 1'-0" EE RIB IALL PANEL A HEADER TRIM (HTS-) -14 x 1 1 1 STRUCT IR (564'*) 0" O.C. EAVJ-'� ME SHOP WELDED 1/2" x 1 1/2" I 1/2'x 054) I UTSET ZEE GIRTS I (CONTINUOUS) I BASE MEMBER - FLANGE BRACE (FB-) OR (SFB-) NOTE A325 -N I a ei BOLTS FOR SFB E RED'D a II apo -jE`' BOLTS & ----JAMB TRIM A I I L-ATTACH NSULATiON (JT-) DOOR HEADER SECTION A—A 4 5 SEE -BASIC ERECTION GUIDE BOLTS XPRESSTEEL XPRESSrEEL FOR ADDMONAL DETAILS XPRESS�EEL XPRESSTEEL JAMB TRIM AT OVERHEAD DOOR WC7131 I WALL TRIM AT DOOR HEAD WC7132 INSULATION DETAIL WC8A1 GIRT CONN. AT SIDEWALL COLUMN I WS1C1 VEE RIB WALL OVERHEAD DOOR (VEE RIB WALL) EAVE AND BASE1 CONTINUOUS OUTSET ZEE GIRTS =811 02/10/2003 WC78M D2/I0/2B03 Mc8AwI 02/19/2000 NSRCM Rio/To/2001 ILDING r%=P^RTM 1/4-14 x 7/8" WALL STITCH ♦PPROVF. VE&RIB NOTE: A CONC. FSNR. MUST BE LOCATED FSNR (565-) 1 PER GIRT SPACE 2 FSNRS REQ'D WHEN SPACE 12-14 x 1 i/4" WALL STRUCT FACE OF WALL PANEL THE VP ENGINEER'S SEAL APPLIES A,WALL A MAXIMUM OF 6" FROM EACH END OF THE EXCEEDS 6'-0" ONLY TO THE WORK PRODUCT OF FSNR (564;•) ... VP Buildings, Inc. OF XS AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY XS. BASE MEMBER. 3200 Players Club Circle Memphis TN 38125 1 BUILDING SED'S . 1 PER FOOT SHALLTMER�PUHPoSE WIf1 G�1lPOf NOfl OORU� FOR ROOF ET 3/16" x 1/4' TAPE MASTIC (80390) APPROVALOF %p"aSroel. REV GATE BY DESCRIPTION BUILDER _ BCM ConstnuYkln CO Inc. 1/2" CLEARANCE THE GENERAL CONTRACTOR ANOORERECTOR ISSOLELY , ME0600438-01 cusroMERgickCharlton EXCEPT TO ANY DESIGN OR PER- RESPONSIBLE FOR ACCURATE GOOD OUALITY WORHMANSHIP BETWAND FORMANCE REQUIREMENTS SPECIFIED BY XS. VEE RIB 12-14 x 1 1/4' LOCATION 4/2 005 CHICO, Cialltofnla • INTERMEDIATE WALL PANEL W.P. PiOJER DRANRLCHECK CharltonC35X40X14 /'� NPC BKJ INSIDE � � WALL STRUCT NTS. • �+ BNLDERS POa S.2b PAGE WALL GIRT AT OUTSIDE FACE OF VET_ RIB 4/26/2005 7:31:38 CLOSURE FSNR (564**) EAVE OR (80360 1 PER FOOT RAKE MEMBER -14 x 1 1/4" BASE ANGLE (BAT) - UCT FSNR 12-14 x 1 1/4" 307) WALL STRUCT 0" O.C. FSNR (564"} 12-14 x 1 1/4"TALL FSNR TO 1 PER FOOT WALL STRUCTN UNDER HIGH 13 OF FSNR (564")F PIANEL 1 PER FOOT BASE MEMBER FINISH FLOOR OR rTIM ANGLE A-) BASE TOP OF CURB WALL TRIM (1ff3r-) CONCRETE FASTENER 12-14 x 1 1/4' WALL STRUCT EAVE PURLIN 1/4-14 x 1 1/4_ STRUCT. FSNR. (55307) ATTACH TO EAVE, BASE AND GIRT MEMBERS 1/4-14 x 7/8' — WALL STITCH FSNR (56S—) 1'-0' O.C.. q FILLER TRIM) (AFT-) VEE RIB WALL 12-14 x 1 1/4" STRUCT. FSNR 12" O.C. ,I� 24 O.C. (NOT BY XS) FSNR (564**) VEE RIB (SEE ERECTION ` (CTE )R TRIM 1 PER FOOT WALL PANEL LDING. FOR ACTUAL INSTALL INSULATION BETWEEN PANEL SIDECAR CAC1053 AND WALL PANELS XPRESSrEEL XPRESSTEEL XPRESSTEEL XPRESSrEEL BASE OF WALL ATTACHMENT WC1 B3 T VEE RIB WALL WC261 VEE RIB WALL AT EAVE WC3131 OUTSIDE CORNER TRIM(DIAPHRAGM WALLS) WC6B2 VEE RIB W/ BASE TRIM FASTENER PATTERNS EAVE PURLIN VEE RIB WALLS wC18.Iv1 03/11/2003 wc2mvi wig/=03 wr3ervi oz/la/zaD3 VEE ox/I ALL 12OW _j NOTES: ALL BOLTS SHALL BE "AND ATION VEE RIB E MEMBER UNLESS NOTED OTHERWISE . I WALL PANEL REMOVE INSULATION FROMH FACING AND FOLD BACKLAP BDLTS MUST BE INSTALLED OVER INSULAnON TOIN THE OUTERMOST SEF OF HOLES • PREVENT WKXNG SIDEWALL. COLUMN ` SECTION A -A GIRT CUP 12-14 WALL ' FSNR 1'-0" EE RIB IALL PANEL A HEADER TRIM (HTS-) -14 x 1 1 1 STRUCT IR (564'*) 0" O.C. EAVJ-'� ME SHOP WELDED 1/2" x 1 1/2" I 1/2'x 054) I UTSET ZEE GIRTS I (CONTINUOUS) I BASE MEMBER - FLANGE BRACE (FB-) OR (SFB-) NOTE A325 -N I a ei BOLTS FOR SFB E RED'D a II apo -jE`' BOLTS & ----JAMB TRIM A I I L-ATTACH NSULATiON (JT-) DOOR HEADER SECTION A—A 4 5 SEE -BASIC ERECTION GUIDE BOLTS XPRESSTEEL XPRESSrEEL FOR ADDMONAL DETAILS XPRESS�EEL XPRESSTEEL JAMB TRIM AT OVERHEAD DOOR WC7131 I WALL TRIM AT DOOR HEAD WC7132 INSULATION DETAIL WC8A1 GIRT CONN. AT SIDEWALL COLUMN I WS1C1 VEE RIB WALL OVERHEAD DOOR (VEE RIB WALL) EAVE AND BASE1 CONTINUOUS OUTSET ZEE GIRTS =811 02/10/2003 WC78M D2/I0/2B03 Mc8AwI 02/19/2000 NSRCM Rio/To/2001 ILDING r%=P^RTM ♦PPROVF. FOR CONSTRUCTION THE VP ENGINEER'S SEAL APPLIES THIS DRAW G. INCLUDING THE INFORMATION HEREON, ONLY TO THE WORK PRODUCT OF REMAINS THE PROPERTY OF Ip..Sf _ ... VP Buildings, Inc. XS AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY XS. ITSPROVIDED SOLELY FOR ERECTING TNEBtPLDINO DESITMEDWTNEAFTLCABLEPURCHISEORDERAND 3200 Players Club Circle Memphis TN 38125 1 BUILDING SED'S . THE XS ENGINEER'S SEAL DOES SHALLTMER�PUHPoSE WIf1 G�1lPOf NOfl OORU� FOR NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT APPROVALOF %p"aSroel. REV GATE BY DESCRIPTION BUILDER _ BCM ConstnuYkln CO Inc. OR COMPONENT FURNISHED BY XS THE GENERAL CONTRACTOR ANOORERECTOR ISSOLELY , ME0600438-01 cusroMERgickCharlton EXCEPT TO ANY DESIGN OR PER- RESPONSIBLE FOR ACCURATE GOOD OUALITY WORHMANSHIP PATE FORMANCE REQUIREMENTS SPECIFIED BY XS. IN ERECTING THIS BUhDING IN CONFORMANCE WRN THIS _ DRAlYW40ETAAS REFERENCED INIHIS DRAWwO, ALL AP ICI ERECTION GLADES, LOCATION 4/2 005 CHICO, Cialltofnla • ND INDUSTRY STANDARDS PERTADTINO TO PROPER PiOJER DRANRLCHECK CharltonC35X40X14 /'� NPC BKJ _- ERECTION. INCLUDING THE CORRECT USE OFTELIPORARY BRACING. NTS. • �+ BNLDERS POa S.2b PAGE 4/26/2005 7:31:38 F0.E"A""E ME0500438-O1OE1.vpc • NOTE A,a. BOLTS SHALL BE 1/2" x 1° A307(49050) UNLESS NOTED OTHERWISE e 1� FLUSH ENDWALL GIRTS- 3 i NOTE: ALLBOLTS SHALL BE 1/2" x 1" A307(4A50) ENDPOST UNLESS NOTED OTHERWISE GAGE OR 3 PLATE GIRT CUP(GC91) GIRT CLIP (GC91) ti �W/( CH TO POST �Usy {494524) A307 BOLTS CORNER POST GAGE OR 3 PLATE BOLT1/2S (49054)/2" A307 NOTE: ALL BOLTS SHALL BE 1/2" x 1° A307(49050) UNLESS NOTED OTHERWISE 8 1 ZEE GIRT CUP � I ¢ G\ ccc . 3 4" fat Jw g 7�0+ ,I4 SIDEWALL GIRT r BGIRT2" 1 1/4-14 x 1 1/4 10 I' STRUCT FSNR 10 18 1/2" (55307) 2 PER I I JAMB ANGLE GIRT FILLER -- J ANGLE (GFA-) ......... _ - - .... XPRESSTEEL _ SECTION -A—A- GIRT CONN. AT ENDWALL ENDPOSTFW-S-2—All GIRT AT GAGE CORNER POST WS4A1 GIRT TO. JAMB CONNECTION ENDWALL FLUSH ZEE GIRTS FLUSH GIRT AT EW & O.S. GIRT AT SW 8 1/2" ZEE GIRT, 8 1/2" JAMB WS2AIVt 02/18/2003 WSNIVI 02/18/2003 WSE018Y1 02/IB/Z= NOTE: ALL BOLTS SHALL BE NOTE:nELD L.ocATE ANo oISLL ' 1 /2" x I' A307(49050) (2) 9/16" DIAMETER HOLES UNLESS NOTED OTHERWISE IN GIFU To ArrACH JAMS n A 8 1/2 < GIRT 4 JAMB BASE CUP ZEE GIRT ELEVATION JAMB; SINGLEI i BC1 ® 8 1/2" JAMB " A �) II OR DOUBLE �4 I �JSC2) ® 6 1/2° JAMB I \9 1 I - r FRAMED I I 1/2" ANCHOR - < ` I O BOLTS(NOT BY XS) wt I \ \ I `• BASE ANGLE A I Q 12-24 x 1 1/4" � I mgmo`��1011ONAL) FOR LINER 8 '1.2° I STRUCT `•m °m •�� I FSNR (56101) 2 PER JAMB EQUAL 3 EQUAL (ALTERNATE: TACK WELD) 8 1/2" JAMB 1 1/ CONCRETE FSNR GIRT SINGLE OR �J AT 24" O.C. 3 1/2" DOUBLE r —Q (NOT BY XS) I ® W I ® r7 �) ANGLE.. JAMB I L —o w' SECTION A—A XPRESSTEEL SECTIONWA—A XPRESSTEEL JAMB TO GIRT CONNECTION FW_ _S I JAMB BASE ATTACHMENT I WS70 8 1/2" JAMB & ZEE GIRT DOOR JAMB W/ OR W/0 LINER XSWI 1 02/1 B/= %WMv1 . 02/18/2DD3 - THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF XS AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY -XS. THE XS ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY XS EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY XS. THIS DRAWING REMAINS THE THE GENERAL CONTRACTOR ANDOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD OUAUTY WORKMANSHIP W ERECTINo THIS BUMO NG IN CONFORMANCE Wm1 THIS DRAWING LS REFERENCED IN THIS DRAWING. ALL APPLICABLE XS ERECTION GUIDES. AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION. INCLUDING THE CORRECT USE OF TEMPORARY BRACNG. 8 1/2" JAMB SINGLE OR DOUBLE II NOTE: ALL BOLTS SHALL BE 1/2" x 1° A307(49050) I INI FCC NnWn OT14PP IlCG DOOR HEADER A DOOR JAMB JAMB A DEPTH' EO AL 3" EQUAL. I I . O O —� I I OPENING HEIGHT F,RESSTEEL ---SEC-TION--A=A---- ........ -._ XPRESSTEEL WS6A8 HEADER TO JAMB CONNECTION WSH4 .ANY HEADER, ANY SINGLE JAMB Ws6aa1 02/18/2m3 VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 IEV. DATE I By I OESCFUPnON '( W"A 4WIL.1" MPARTIAM*1 •PPROV.r FOR CONSTRUCTION BUILDING SED'S Inc. X)8 t "' D `RRick Charlton DATE 'G TK`N CHICO, Califomia 4/25/2005 WWDH PflO''Ecr Charlton 35x40x14 /e$StCp,d DRAvpo ECK gKJ NTS BUILDERS PO/ 5.2b 1_23 4/26/2005 7:31:40 FRENAME ME0500438-OlOEl.vpc