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071-290-046
': 1. � `` `- mss., ,�..�.�.� � �"�� .. '. •7 � �. r �]i"-,_-.,- -* � - '\ �...f fa _ � � J,' rrir• _ RICHARD E_VA1VS_ �. _ _ iy F 2110(J' off ss Craig ec, area access Rd., @ Rocky Point ak COMPLAINT S contr: Moseley & Hill, Or_ oville ti• Permit# 3335-75B ( new SF t `I AP 71-2 Lea TR- James Edwards, Orovi e mit# 4171-75E(ior"3335-75)t BU CODE VIOL P AP -71=2y;[, 6 L' LETTER 30 �f CONTR: Waibel AC, OrovJ J-_ Permit# 4193-75M(f or 3335-7 f1 W `75 AP '7A--2/+6CONTR: R�ex.'Plbg Oro . e Permit# 4222 -75P -(for 3 35-75) 4 OMPLAINT TO INSPECTOR 071-290-046 04-0539 GUERIN, JEFF 337 ROCKY POINT RD, OROVILLE :as Cont: DECANN, PHIL NEW PRI DET SHOP j I BUILDIN CODE OLATION o71-290-046 OS -3116 LETTER 3 A GUERIN, JEFF 337 ROCKY POINT ROAD, OROVILLE Cont: pv� eJ 4 HVAC prop. Tank & lines BUILD G CODE V ATION LET R 10 DAY BUILDING CODE VIOLATION - LETTER 30 DAY j 91 i c' I t 0 cm, Status: ISSUED _ __j APN: 071.290.046.000 r Site Address: 1337 ROCKY POINT RD ORO t'" I Map Injex: I Owner (Title): GUERIN, JEFF I Project Title: I Contractor: 1 Applicant: JEFF G J:=RUJ 1 Contr Phone: 1' Architect: 1 Contr. Lic. # _ 1 Engineer: Description: hvac,propane tank set&lines Update I I 4 Exit Back Fermit Type: FM—ML----I Corrmercial )YIN): ffl Fee Summary ' Required to Issue Permit Issuance Fee: l� $0.00 Mechanical Fees: ? .$i.OQ Contractor Lic Travel/Documentation: $000 Plumbing Fees: =1—$5-0-0 Pre -Inst: f1 Planning: rl Investigation Fees: L2 $0.00 Electrical Fees: _ rl�6D.00 Owner/Builde-: F1 Health: Total MPE Fees: _ _ j$TI D_00 Water, f Fire: 0 TOTAL FEES: $110.00 NPDES_ F1 - PW -Land Dvlmt: !_.1 Fees Paid: $0.00 Workers Co* PW Encroach: fJ Balance Due: _ _50.00 c i n Authorization: g fL Plan Check: !J Applied: 11 /21/2005 Approved: Issued: 11 /21/2005 J Finaled: Key Dates BP Renewal: Expired: Voided: Census Data Census Class Code: Special Districts Tax Rate Area 1109000. 1 High School Distict: JORO HI Elementary School Distict: IF FALLS J Ws.ter: I! Sewer: I Rec Dist: Intialized 11/21/2005 TPOWELL_1 1 f } Wednesday, September 20, 2006 Development Services BUILDING DIVISION ver. 1.0 Counter TammieI Fund 10 (Bldg Permits) Person SRA Fees (Fire) Payment Date Permit Number ! Receipt Number Check Number or Cash Parcel Number Applicant Received From 11 /21 /2005 ]95-3116 - ,1440671 071-290-046 jeff guerin same SHR Fees (Sheriff) SMIP Copies/Document Sales CUA (Chico Urban Area) TUA (Therm. Urban Area) Water Tender Min #r_J West Chico Fire Station AVA Restitution Payment Total Received O.00 I Recorders Fees (N.O.C) Thermalito Drainage Total Fees To Collect $110.00 I Oroville Area Traffic Notes: NSF (Non Sufficient Funds) Notice of Violation NCSP Trails System _ NCSP Roads/Bridges NCSP Storm Drainage NCSP Fire Station NCSP Parks Type Value $110.00J€ $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 f $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 REQUEST FOR AUDITOR'S CERTIFICATE AND TREASURER'S RECEIPT DEPARTMENT: DEVELOPMENT SERVICES - BUILDING DIVISION DATE: 11/22/2005 BAG NUMBER: 0 DEPOSIT NUMBER: 97 RANGE OF RECEIPTS: 440657-440679 MONEY COLLECTED: 11/21/2005 FUND FUND DEPT ACCT CASH DESCRIPTION TITLE CODE CODE CODE CODE AMOUNT TOTAL $ 24,046.82 Revised 11/22/2005 PREPARED BY: Gwyn Benedict ext 7604 BLDG PERMITS BLDG INSPCTN ^0010''- 440001 4_210500 101001 $ 9,412.75�� REMOVE NOTICE OF VIOLATION GENERAL FUND '0010 440001~ 4350903 101001 E CHRG ON RET CHECK BLDG INSPCTN !0010 440001 4610105 101001 $ AVA COURT ORD RESTIT REIM AVA CRT ORD 0010 440001 4617252 101001 $ - COPIES COPY SALES 0010 440001 4711910 101001 $ 5.95 WITNESS FEES BLDG INSPCTN 0010 440001 4712523 101001 $ - RECORDERS FEES GENERAL FUND 0010 470001 4613701 101001 $ FIRE COMMCL PLNG REV FEES FIRE PROTECTN 0100 4617237 101001 $ FIRE PLNG APPL FEE (SRA) FIRE PROTECTN 0100 4617240 101001 $ SMIP FEES SMTP FEES 1001 280 1011298 $ 99.51 SHERIFF DEVELOPMENT (SHR) SHER DEVL FEE 1800 280 1011811 $ 1,028.00 CHICO URBAN STREET IMPROVEMENT CHICO URBAN AREA 1800 280 1011815 $ OROVILLE AREA TRAFFIC OROVILLE TRAFFIC 1800 280 1011817 $ CHICO VECINO DRAINAGE TRUST CHICO VECINO 1800 280 1011821 $ THERMALITO DRAINAGE THERM. DRAINAGE 1800 280 1011822 $ DRAINAGE DEPOSIT TRUST DRAINAGE DEP. TRUST 1800. 280 1011823 $ SUB -DIVISION DRAINAGE TRUST SUB -DIV. DRAINAGE TRUST 1800 280 1011824 $ NCSP - TRAILS SYSTEM NCSP - TRAILS SYSTEM 1800 280 1011888 $ NCSP - ROADS & BRIDGES NCSP - ROADS & BRIDGES 1800 280 1011889 $ NCSP - STORM DRAINAGE NCSP - STORM DRAINAGE 1800 280 1011890 $ NCSP - FIRE STATION NCSP - FIRE STATION 1800 280 1011891 $ NCSP-PARKS NCSP-PARKS 1800 280 1011892 $ CWIF - GENERAL GOVT. FACILITIES CWIF-GEN. GOVT. FACILITIES 1808 280 101001 $ 2,179.40 CWIF - GENERAL GOVT. EQUIPMENT CWIF-GEN. GOVT. EQUIP 1810 280 101001 $ 1,005.16 CSD #770 - BUTTE CREEK CSD #770 BUTTE CREEK 1821 280 1011970 $ CSD #771 - COMANCHE CREEK CSD #771 COMANCHE CREEK 1821 280 1011971 $ CSD #772 - LITTLE CHICO CREEK CSD #772 LITTLE CHICO CREEK 1821 280 1011972 $ CSD #773 - BIG CHICO CREEK CSD #773 BIG CHICO CREEK 1821 280 1011973 $ CSD #774 - LINDO CHANNEL CSD #774 LINDO CHANNEL 1821 280 1011974 $ CSD #775 - S.U.D.A.D. DITCH CSD #775 S.U.D.A.D. DITCH 1821 280 1011975 $ CSD #776 - MUDDSYCAMORE CREEK CSD #776 MUDD-SYCAMORE CREEK 1821 280 1011976 $ CSD #777 - P.V. DITCH CSD #777 P.V. DITCH 1821 280 1011977 $ CWIF - LIBRARY - FACILITIES CWIF-LIBR - FACILITIES 1825 280 1011826 $ 789.70 CWIF - LIBRARY - MATERIALS CWIF-LIBR - MATERIALS 1825 280 1011827 $ 531.22 CWIF - LIBRARY -VEHICLE & EQUIPMENT CWIF-LIBR - VEH & EQUIP 1825 280 1011828 $ 15.84 CWIF - ROADS & BRIDGES (NCSP/CUA) CWIF-ROADS & BRIDGES 1831 280 1011001 $ 3,833.30 CWIF - SHERIFF - FACILITIES CWIF-SHR - FACILITIES 1840 280 1011841 $ 1,026.06 CWIF - SHERIFF -VEHICLE & EQUIPMENT CWIF-SHR - VEH & EQUIP 1840 280 1011842 $ 500.66 CWIF - FIRE - FACILITIES CWIF-FIRE - FACILITIES 1851 280 1011852 $ 1,201.00 CWIF - FIRE -VEHICLE & EQUIPMENT CWIF-FIRE - VEH & EQUIP 1851 280 1011853 $ 2,318.27 AUDITORS - CWIF PROC FEE AUD - CWIF PROC FEE 050 4617998 101001 $ 50.00 DEVELOPMENT SERVICES - CWIF PROC FEE DEV SRVCS - CWIF PROC FEE 0010 440001 4617999 101001 $ 50.00 WATER TENDER FEE BATTALION #7 1851 280 1011867 $ TOTAL $ 24,046.82 Revised 11/22/2005 PREPARED BY: Gwyn Benedict ext 7604 Revised 11/22/2005 DATE 11/22/2005 BAG # 10 DEPOSIT # 97 RANGE OF RECEIPTS: 440657-440679 MONEY COLLECTED: 11/21/2005 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION Page 1 of 4 10 -10 -10 -10 -10 -10 -10 -0100 -0100 -1001 BUILDING PERMITS REMOVE NOTICE OF VIOLATION RETURN CHECK FEE AVA COURT RESTITUTION COPIES PUBLIC SALES WITNESS FEES RECORDERS FEES FIRE - COMMCL PLNG REV FEES FIRE - SRA SMIP FEE PERMIT# RECEIPT# 4210500 4350903 4610105 4617252 4711910 4712523 4613701 4617237 4617240 280 101001 101001 101001 101001 101001 101001 101001 101001 101001 1011298 052701 440657 $ 2,104.14 $ 22.36 053117 440658 $ 110.00 053118 440659 $ 165.00 053119 440660 $ 467.42 053120 440661 $ 192.50 052714 440662 $ 329.94 REFUND $ 11.73 053121 440663 $ 55.00 052443 440664 $ 1,947.44 PARTIAL REFUND $ 19.17 053122 440665 $ 110.00 052995 440666 $ 1,869.10 $ 20.34 052968 440667 $ 329.94 $ 13.92 053123 440668 $ 109.98 053023 440669 $ 329.94 $ 2.16 052802 440670 $ 439.92 $ 9.83 053116 440671 $ 110.00 ) —051394 440673 $ 54.99 053124 440674 $ 110.00 053125 440674 $ 55.00 053126 440675 $ 137.50 copies 440677 $ 5.95 052634 440678 $ 329.94 053127 440679 $ 55.00 $ 9,412.75 $ - $ - $ - $ 5.95 $ - $ - $ - $ - $ 99.51 Page 1 of 4 Revised 11/22/2005 DATE 11/22/2005 BAG # 0 DEPOSIT # 97 RANGE OF RECEIPTS: 440657-440679 MONEY COLLECTED: 11/21/2005 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION Page 2 of 4 Revised 11/22/2005 DATE 11/22/2005 BAG # 0 DEPOSIT # 97 RANGE OF RECEIPTS: 440657-440679 MONEY COLLECTED: 11/21/2005 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION Page 3 of 4 ------- --- ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ Page 3 of 4 Revised 11/22/2005 DATE 11/22/2005 BAG # 0 DEPOSIT # 97 RANGE OF RECEIPTS: 440657-440679 MONEY COLLECTED: 11/21/2005 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION GRAND TOTAL TO BE DEPOSITED $ 24,046.82 PREPARED BY: Page 4 of 4 Gwyn Benedict ext 7604 DATE: 11 /22/2005 ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ GRAND TOTAL TO BE DEPOSITED $ 24,046.82 PREPARED BY: Page 4 of 4 Gwyn Benedict ext 7604 DATE: 11 /22/2005 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP040539 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 06/14/2004 APN: 071-290-046-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 337 ROCKY POINT RD FFS Date: Contractor: Map Index: Description: SHOP 1280 SQ.FT. p OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: GUERIN JEFF & DENA to its issuance, also requires the applicant for such permit to file a 420 CORTE SUR signed statement that he or she is licensed pursuant to the provisions of NOVATO, CA the Contractor's Stale License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 94949-5926 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).): ft! I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant' GUERIN JEFF &DENA Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor; not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions ode ' / �y Date:l� Owner: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: O I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Total Square Ft: 0 S. F. Policy #: Valuation: $0.00 Census Code: ❑ 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 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: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the LaborO�- code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit Is hereby issued under the applicable provisions of the Butte County Cods anrtlor 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.) Resolu ' indica above for hich fees have been paid. BY Date: Name: PERMIT EXPIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am th r 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 th substance of an Official form or document of Butte County. I hereby authorize represent tives of Butte County to enter upon the above mentioned operty for inspec' n purposes. c n Print Name: r2 Signature: Date: % Y O ® Owner 0 Contractor ❑ Agent for Owner 0 Agent for Contractor PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION, OF ANY COUNTY OR STATE LAWS. Inspection Type Insp. Date Ground work Setbacks Foundation/Footings Piers Grade Beams Eufer Ground Hold downs Stemwalls Do Not Pour Concrete Until Above Signed Slab - Slab -Garage Gas Test Yard Pipe Blocks CMU/Logs 1° Lift 2ndLift Td Lift Final Lift Under Floor/Slab Framing Shear Transfer Plumbing Mechanical Gas Piping Do Not Install Floor Sheathing or Slab Until Above Sicined Butte County Department of Development Services Inspection Card 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX #: (530)538-2140 Visit our website at: www.buttecounty.net/dds ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type Insp. Date Framing Rough Framing Rou h Plumbing Rou h Mechanical Rough Electrical Rough Gas Roof Sheathing Straps Shear Transfer Shower Pan Rough Sprinkler Do Not Insulate Until Above Signed Insulation Wall Insulation Ceiling Insulation Do Not Cover Until Above Signed Shear Interior Shear Exterior Shear Braced Wall Wall Covering T -Bar Ceiling/RC Sheet Rock -15 layer Sheet Rock -2nd layer Separation/Location Framing/Openings Gas Test House Pipe Stucco Lath Scratch + Brown Finish Inspection Type Insp. Date Final Plumbing Final Mechanical Final Electrical Final Insulation Certificate Final Sprinkler Swimming Pool Setbacks Pool Steel/Pre-Gunite Electrical Bonding Enclosures & Alarms Plumbing Electrical Gas Test Light Nitch Other Agencies Insp. Date Public Works Sewer S ec Ins ection Fire Department Underground Final Sprinkler Fire Final Temp Elect Auth Elect Authorization Gas Authorization Permit Finaled NOTES Insp Date „ �} ��•�y/,� Q�t O P: W ZW O m �a �:3a0W O Z0 L1JoaZacn m F- M U (f)5 Z X LL O � Q>F)cno VWF- aQ=zQ >..V W X W maWm m Z a aW Q H W F— 0 Z = � a I% o LL W LL Z o ZW It WW W Q W J = cn 0° Z W Q J ; BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT BP053116- 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 11/21/2005 APN: 071-290-046-000 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 Address: 337 ROCKY POINT RD ORO License Class : License Number: Map Index: Date: Contractor: •• ' Description: hvac, propane tank set & lines OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: JEFF GUERIN permit to construct, alter, improve, demolish, or repair any structure, prior 337 ROCKY POINT RD to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of OROVILLE CA the Contractor's State License Law (Chapter 9 commencing with Section 95966 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 (530 ) 589-0451 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees .with wages as their sole compensation, will do the work, and the structure is not intended or.offered for sale (Sec. 7044, Business and Professions Applicant: JEFF GUERIN Code: The Contractors' State License Law does not apply to an 337 ROCKY POINT RD owner of property who builds or improves thereon, and who does OROVILLE CA such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 95966 sale. If however, the building or improvements are sold within one ( 530) 589-0451 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I, L7 I, as owner of the property,' am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ lam Exempt under Art" le 3 o e Bus' s and Professions Code Date: Z/_K 061 Owner: License #: WORKERS' COMPE SATION DELL TION 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 Architect: Labor Code, for the performance of the work for which this permit is issued. Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Valuation: $0.00 Policy#: I that in Census Code: certify the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. 7� CONSTRUCTION LENDING AGENCY This permit's hereP issued unl/dderr the ppk able provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resoluti fis to d ork indicated abo a for ich fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By:ZoWDate: Lam) PERMIT EXPIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. O Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the own 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 substa a of any o ial for or document of Butte County. I hereby authorize representatives f Butte County to enter upon the property for inspection pur ses. _ Oabove /mentioned ����[ Print Name: ��• � i Signature: �C /Y g Date: Olt weer ❑ Contractor ❑ Agent for Owner ❑ 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 OFAPPLICA TION "PLEASE PRINT CLEARLY" OWNER Last Namfirst N me Address 5 3 cc GQ , • Al City Ste Zip Phone Sad S'�3 o r Fax E-mail APPLICANT NAME CONTRACTOR Name City Address Zip City Fax State Zip Phone Type Const. Fax E-mail Map Book Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Type Const. Fax E-mail Map Book State License Number APPLICANT NAME Name Address City State Zip Phone Fax E-mail PPLICANT SIGNATURE For offc se onl . AN /?i r7/— Zoning City Flood Zone I I SRA I Yes No Occ. Name Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. �P BIN # LOCATI AN /?i r7/— P_T roperty d s 3--.5o� , City 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 OVER FOR SUBMITTAL REQUIREMENTS L K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Descrintion or Scope of Work: Sq. Footage ❑ 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. CIO Received by -411 Amount: r Bldg /�/\ SRA Receipt #A/ 466 7' Sheriff SMIP, Date: Other co Total REV 6-16-04 l 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! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed ❑ 3. calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to ❑ 7. mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage lir e -information. ❑ A. 2 Floor Plans. ❑ 5.. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). o 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 en ineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, cZtact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP040539 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 06/14/2004 APN: 071-290-046-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 337 ROCKY POINT RD FFS Date: Contractor: Map Index: Description: SHOP (1280 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 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: GUERIN JEFF 8r DENA to its issuance, also requires the applicant for such permit to file a 420 CORTE SUR signed statement that he or she is licensed pursuant to the provisions of NOVATO, CA 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 94949-5926 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: GUERIN JEFF & DENA Code: The Contractors' State License Law does not apply to an pp owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). O I am Exempt under Article 3 of the Business and Professions ode �n / COwner: Date: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to -self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: O I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy #: Valuation: $0.00 Census Code: ❑ 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 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: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorneys fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Coda andlor 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.) Resolu o rk indica d1above for vihich fees have been paid. / (. 11 Name: By: Date: PERMIT EXPIRES ON: Address: 9 1 Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am th r 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 th substance of an fficial form or document of Butte County. I hereby authorize represent tives of Butte County to enter upon the above mentioned operty for inspec' n purposes. n Print Name: Signature: Dater O E7 Owner ❑ Contractor ❑ Agent for Owner 0 Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. a�/o6C3 01 DATE: APN: to fzz ZONING: NEAREST CROSS STREET: TRACT&OTM O 6 SITE ADDRESS: 3� 7 �ack� C��11v CITY. ZIP: 0/n O 'V,(�� � Ca 4 SS'�7 46k, OWNER NAME: PHONE (9 STREET ADDRESS: '�e ' ^(, O c0 /Q� sLi F� L� 9 FAX: CRY, ZIP: j' �A /V®l�t"--1-D c E-MAIL APPLICANT NAME:' �' r PHONE. S.SO -SF9- 9/60 STREET ADDRESS: 1157? C ! GESS led FAX: CITY, ZIP: O�O v,! / k E-MAIL: CONTRACTOR NAME:r� PHONE:s-�p_5 y G STREET ADDRESS: FAX CITY. ZIP:Oleo C ci�r E -ML UCENSE NUMBER LICENSE TYPE: ARCHITECT/ENGINEER NAME: PHONE: STREET ADDRESS: FAX CITY. ZIP: UCENSE NUMBER: E -"L DESCRIPTION OR SCOPE OF WORK: �d= jig Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) FLS : X, 7 0BSC S IzA 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 fees will be required. 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. For office use only: Notes: �� �s2.a-i' �y� LAG ?02-��' `- Application Received by: { Date: oZ~ a s-� Receipt number ¢ C � Amount Received: O � � '70 1 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: E' `r 1 ASSESSOR PARCEL NUMBER l8"ro-p isakilug .se: f 1-LQ-� L Counter Technician: lzp,, Date: Items required in order to apply for a permit. All box les MUST be checked OR marked NA in order apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans; all_in duplicate. 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs #' ❑ 12. Letter of intent for non-residential buildings Nk ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. -Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. v 22. City of Chico Plumbing permit ............................ j%.................. ............... 23. California Department of Forestry plan approval.] paid. Sent by: ............. 24. Planning approval (A) Use: (>K(B)Parking: (C) Parcel Check: 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. O 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... 30. Worker's Compensation Carrier and Policy Number .......................................... 31. Owner -Builder Verification Given to owner, Mailed to owner 2. Letter of Signature authorization......................................:............................. 4K_13. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ -35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: _ When issued Telephone f: s 01 - < 5i r7. %!/fT an d for pickup. I have been informed of the above items and requirements for obtai ' g a building prg4t. Applicant: t Date: 1. Index -permit application for the abs ems/nyfnbered: items r Co desig. o as advised of the above data by ph ne, ❑ mail, ❑ counter, by Contractor, design , as advised of the above data by phone, ❑ mail, ❑ counter, b Plans reviewed by: Date: Plans approved by: Structural reviewed by: o07 Date: Structural approved by: Note transfer by: Date..!:.� A Yellow: Building Division PL /UA44 5 - Plan Check Letter Date: Date: Date Date: E.H. 3E ONLY $102 Plan Attechad Root Plan Attached Sent to G.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Lodation AP# Plan Approved for: Sewage Disposa� . Wates, Supply: Public Private Well Clearance for dwelling. Other 3 b 1C td Hold final for: Final clearance O.K. for: NOTE: s /R,4S 2 -1 --D�- Environmental Health Specialist Date 8/96 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement ILESS THAN 1 ACREI Project Title: '!�' By signing below, I, the project' owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and'that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1, acre or more of land. I am aware that submitting false and/or inaccurate information may, result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Apr 14 04 03:39p ATC (530) 891-4243 p.2 -1/- z9 -g6 APPU.ED TEST_1NG CONSULT&NIS IvMATF:RI L-S-ENCYINF1rRING ' ' TESTING AFNL-)-1NSPECTI(NN CERTIFICATE OF BOLTING IN -SP ECTYQN Date: 04/12/04 Project: Guerin Stec] Building 337 -Rocky Point -RtKul; (OTovillc-1 Client: Jeff Guerin 420 -Corte Sur ) nspectur: R- Dickinw� Novato, CA 94949 Bolt Size Rcq'd "Pension in-di!ibs- Test'l�orque ft4bs Turn of the Nut tttrn • st-sn impact Tcst see- - 1.2.000 +5!/o- 1.00 DESCRIPTION OF WORK Arrived at the jobsite at' 1500 hrs. to perform special inspection of high strength bolting at the Column to Beam and-R-idgc Connections,- Before-tighteitingthe-bolts-we-veFr ed -that -the rtraterials-used-in-this-as-sentbly-wcsc-in-confom=ccwirth_thc` requirements of section 2 (Rolts, Nuts, Washers and Paint) and section 3 (Bolted Parts) of the RCSC Specificatioms,- The-bolts-useclin-this-Stricture-are-�fr diameter-A�3-25-grade-high-strcagtli_bults-with-h:►rde�cd steel washers beneath hardened steel nuts. 1 The Calibrated- W-rcncti-,rightcning..nae.shod-was-uscd.pEr. Ssction-li(d)(2}of.thc RCSC-Specifteations,.ac,per AISC Manual. Sach-boliasscmbly -tight condition. byth� �ntruWr-prikutee-tiglttcni�tg. There were a total of 48 bolts in the structure, all were tightened wing the above mentioned procedure. Basctloti_the-abovemun.tiuncd_p.rocs:dare,it'isour}udgmcaLthat.alL.A325 hi' bulls-instaIled iaLic structure have been properly tensioned in accordance with the RCSC Spe ' -kc ��_l`rNp.' ctural Joints :.� contained. in. the- A1S.C:.Manual-fcu.StceL C:tuutructioa__ Ch r3.:oMcr�"� lnspcctur_ C-038 StuffEngineer 3060 Thorntree Drive, Suitc 10 ° Chico, CA 95973 1'elephone: (530) 891-6625 ° facsimile: (530) 8914243 To Butte County Department of Building Division; In reference to Permit Application Data Sheet dated 02/25/04 line #32 , I Jeff Guerin owner of 337 Rocky Point Rd. give Donald Giffith authorization to sign for Asbuilt Metal Shop Permit # 040539. L� KI I 1JXLC Engineering 2101 Lincoln Road Telephone (541) 888-4166 Yuba City, California, 95993 December 14, 2004 Butte County Building Dept. Oroville, Ca. RE: Omission of Foundation Hairpins at Moment Resisting Frames for Oro Products Steel Shop Gentlemen: . The foundation and concrete slab were designed with welded wire mesh to be installed in the concrete slab with no other steel reinforcement except for the # 3- hairpins to be installed in the slab and around the anchor bolts on the moment resisting frames. The Contractor inadvertently left out the hairpins around the moment resisting frame anchor bolts: however, the contractor did place bar reinforcing in the concrete slab and used fibermesh concrete in the footings and slab. According to the contractor the reinforcement placed was #4 bars at 42 inches O.C. each direction in the concrete slab, one #4 bar near the bottom and one #4 bar near the top of the perimeter footing, the spread footing reinforcement was placed in accordance with the plans, and the anchor bolts for the moment resisting frames were placed on the inside edge of the perimeter footing reinforcement. According to the contractor, the slab reinforcement was tied to the perimeter footing steel Pictures were provided of the slab, perimeter footing, and spread footing reinforcement at the time of the concrete pour. I have verified to the best of my ability from photographs that the reinforcement placed seems to match the contractor's description of reinforcement placed. I was unable to determine if the anchor bolts were placed on the inside edge of the perimeter footing reinforcing and if the slab reinforcement was tied to the perimeter footing steel. The use of #4 -slab reinforcement that is tied to the perimeter footing steel, placing the anchor bolts inside the perimeter steel, and the use of fibermesh concrete in lieu of welded wire mesh and #3 hairpins should sufficiently tie the base of the moment resisting frame to the slab. If the slab reinforcement is not tied to the perimeter footing steel, cracking of the slab and separation of the slab and spread footing may occur during design loading conditions. Due to the continuous perimeter reinforcing steel, this type of failure should not cause catastrophic failure and should provide ample time to repair the damage. If the anchor bolts were not placed on the inside of the perimeter footing reinforcing steel, catastrophic failure could occur. Since I was unable to determine if the anchor bolts were placed on the inside of.the perimeter reinforcing steel, I recommend that at least -one anchor bolt be exposed as a sample to verify that the anchor bolts were placed inside the perimeter footing reinforcing steel. The hole resulting from the anchor bolt exposure should be prepped and coated with a concrete epoxy in accordance with the epoxy manufacturers recommendations and filled with concrete matching the in place concrete. If you have any questions, please contact me at (541)260-2720. Sincerely, ,0-44 11 G RUSSELL L. COX Civil Engineer q12-14-PIA4 30 Page 1 of 2 Vieira, Mike From: Vieira, Mike Sent: Thursday, October 02, 2003 4:37 PM To: Christopher, Yvonne Subject: RE: 337 Pocky Point Road/AP#'s; Book 71, Page 29 and Parcels 45, 46, and 47 We have received letters dated 7/14/03, 9/23/03, and 9/30/03 from Mr. Barth complaining of grading activities on the adjacent parcel (071-290-046). Bart made an investigation on 7/31/03 and determined the complaint was unfounded. Scott Rutherford requested that Public Works make an investigation after receipt of the 9/23/03 letter. An inspection was scheduled and the results are as follows: A sketch of the grading improvements was made by the investigating inspector. The pad (30 foot X 60 foot) and road serving the pad are approximately 567 cubic yards by public works calculations. The cut height is approximately 7 feet. The disturbance is approximately 75 feet from Barth's access roadway. There is not a violation of the grading provisions contained in Chapter 13 of Butte County Code.. I will place a copy of the sketch on your desk. Michael -----Original Message----- From: Christopher, Yvonne Sent: Thursday, October 02, 2003 11:24 AM To: Vieira, Mike Subject: FW: 337 Pocky Point Road/AP#'s; Book 71, Page 29 and Parcels 45, 46, and 47 Michael. Please investigate and get back to me on this one. Thanks, Yvonne -----Original Message----- From: Alpert, Bruce Sent: Tuesday,' September 30, 2003 1:32 PM To: Christopher, Yvonne Subject: FW: 337 Pocky Point Road/AP#'s; Book 71, Page 29 and Parcels 45, 46, and 47 ATTORNEY CLIENT/WORK PRODUCT PRIVILEGE Your bailiwick. Bruce Alpert County Counsel 25 County Center Drive Oroville, CA 95965-3380 Phone: (530) 538-7621 Fax: (530) 538-6891 balpert@buttecounty.net 10/02/2003 Page 2 of 2 CONFIDENTIALITY NOTICE: This e-mail transmission, and any documents or messages attached to it, may contain confidential information that is legally privileged. If you are not the intended recipient, or a person responsible for delivering this e-mail to the intended recipient, then you are (1) notified that any disclosure, copying, distribution, saving, reading or use of this information is strictly prohibited, (2) requested to discard and delete this e-mail and any attachments, and (3) requested to immediately notify us by e-mail that you mistakenly received this message (balpert@buttecounty.net), fax (530) 538-6891, or telephone (530) 538-7621. Thank you. -----Original Message ----- From: Miller, Gloria Sent: Tuesday, September 30, 2003 12:45 PM To: Alpert, Bruce; Wannenmacher, Felix; Brown, Gary Subject: 337 Pocky Point Road/AP#'s; Book 71, Page 29 and Parcels 45, 46, and 47 A man by the name of Michael Barth called. He works for the State of California in the General Services office and is an attorney. He owns a piece of property in Butte County and is having problems with his neighbors and wanted to make you aware of what is happening. The property is located at the address above. His is Parcel 45. The property in this area is extremely steep, 45 degrees. His neighbor Jeffrey Guerin (parcels 46 and 47) is having a shop built on his property and is having some grading/digging done near Mr. Barth's easement. The easement is a road or right of way giving Mr. Barth access to his property. He says that Mr. Guerin hasn't gotten a permit for this work and the work is being done near or close to the easement. It is very steep there and Mr. Guerin is digging out under this easement. Mr. Guerin has hired a man, Don Griffith, who is doing the work and is of the impression that he can do whatever he wants to the property. Mr. Barth is trying to protect the access to his property. He has written 4 letters to Code Enforcement beginning July 14th and Code Enforcement has helped him, but it seems like Mr. Guerin is still doing the work without a permit. Mr. Barth says that when the rains come there will probably be a lot of problems. He has no problem with the Code Enforcement Dept. but he is frustrated with the result. He said he has spoken with Gary Brown in Code Enforcement who is working on it, but he doesn't know specifically what C.E. is doing. Now that he has reported his neighbor to code enforcement they are being rather nasty to him. He has talked to Mr. Guerin and Mr. Griffith several times. He has hired a man to watch his property. All he wants is for the work to stop and for them to get a permit and plan. He doesn't think it is being done correctly and there will be problems. He is calling you to find out the legal ramifications of not stopping the work. He doesn't want to file a lawsuit against anybody, because it probably wouldn't accomplish anything and a lot of money would be spent. He had to get a permit to have work done on his property and he thinks his neighbor should have to get a permit too. He wanted to let you know what is happening and if you would like to call him his number is (916) 798- 6565. He is an extremely nice man and wants to be fair and reasonable. He just wants to have the work stopped. Gloria Miller Butte County Counsel's Office CONFIDENTIALITY NOTICE: This email transmission, and any documents or messages attached to it, may contain confidential information that is legally privileged. If you are not the intended recipient, then you are (1) notified that any disclosure, copying, distribution, saving, reading or use of this information is strictly prohibited, (2) requested to discard and delete this email and any attachments, and (3) requested to immediately notify us by email that you mistakenly received this message (gmiller(cDbuttecounty.net), fax (530) 538-6891, or telephone (530) 538-7621. Thank you. 10/02/2003 RLC ENGINEERING 2101 Lincoln Rd. Yuba City, -Ca. 95993 (530)755-2758 Structural Analysis of 32' X 40" Steel Building Dt(- 0 5 E%UNTY BUTTE BUILDING DIVISION APPROVED Customer: Oro Products Job Location: Oroville, California Date: INDEX DesignInformation............................................................... 1 BasicLoads...................................................................... 2 Check Metal Roof Sheeting ................................................... 3-4 CheckRoof Purlins................................................................ 5-8 Check Wall Girts.................................................................... 9-11 Check End Wall Frame............................................................ 12-27 Check Center Rigid Frame ........................................................ 28-56 Check Connections............................................................... 57-64 Check Horizontal Bracing....................................................... 65-67 Check Foundations............................................................... 68-74 Material Properties................................................................ 75-78 Design Information For Paradiso Restaurant Project Location: Oraoville, California Building Type: Shop Structural System: Standard Steel Braced Frame with metal roof and siding, concrete slab floor Eave Height: 1610" Roof Pitch: 111/12" Design Loads: Dead Load ......... Average Dead Load = 3.0 psf. Live Load ..........16.0 psf Roof Tributary Area Reduction is allowed. Collateral Load.... None Wind Load .........7�.0 mph; Exposure "C,"; Importance Factor = 1.0 Seismic Zone ...... 3; Importance Factor = 1.0 Soil Bearing Capacity.... 1000 psf Analysis performed in accordance with 2001 California Building Code I w 22-141 50 SHEETS , 22-142 100 SHEETS _ 22-144 200 SHEETS - S 16 �v O RZ � w c 00 CIN w 'I� h 22-141 50 SHEETS , 22-142 100 SHEETS _ 22-144 200 SHEETS - S 16 �v O RZ N � w c w 'I� h N w - Uniform Load M - Max. Moment xax. S - RQ: Required Section Modulus Simple Span Condition w � � O R T T R Use: 29 GA Galv. Steel Multi -Rib, McElroy Or Equal. Material : Steel , ASTM A446 Grade D, Fy =.55 ksi Gauge 'Weight Panel Top In Compression Panel Bottom In Compression pPL I+ S+ Fb+ I- S_ Fb_ lb in4 in3 in4 in3 ksi ksi ft 2' ft ft ft ft 29 0.95 0.0365 0.0371 33.0 0.0213 0.0332 33.0 26 1.20 0.0486 0.0499 33.0 0.0286 0.0462 33.0 24 1.68 0.0680 0.0708 33.0 0.0419 0.0640 33.0 E = 29. 103 ksi. - Modulus Of Elasticity Of Steel b = 1.0 ft. - 1 ft Wide Strap Being Checked E = 5 ft. - Span Between Two Supports C� e C�k we.A / ROOri 9oti7�iv s O �/, 0 9 r 23,Z � � LL r ti14 L w w w SQGt = - a- 86 026 www 3 Q. 33 a o CN nNN CV N N wee tw = 3.o�s 0, v, 01 2 ( �A A S TM v G��� ®� Ty � sT ksc' VisualAnalysis 4.00.DEMO Report Company: Courtesy of IES Engineer: Evaluator of VA File: Untitled.Vap Nodes Node X ft Y Fix DX Fix DY Fix RZ ft N1 0.00 0.00 No No No N2 0.75 0.00 Yes Yes " N3 20.00 0.00 No " N4 39.25 0.00 11" N5 40.00 0.00 " No " Spring Elements This item is empty. Check the selection state, or report properties. Member Elements Member Section Material Length Weight Theta ft lb deg M1 8x2.5Z1 Steel 0.75 2.49 0.00 M2 19.25 63.90 0.00 M3 19.25 63.90 0.00 M4 0.75 2.49 0.00 Section Properties Category Section Ax Iz Sy+ Sy- in^2 in^4 in^3 in^3 Cold For 8x2.5Z14 0.98 9.18 2.25 2.34 Material Properties Material Strength Elasticity Poisson Density Therm. Ks! Ksi Ib/ft-%3 in/in/d Steel -NA- 29000.00 0.30 490.00 0.00 Plate Elements This item is empty. Check the selection state, or report properties. -1- Member Internal Forces Member Load Case Offset in Fx 1b VY lb Mz lb -in VisualAnalysis 4.00.DEMO Report 0.0000 0.0000 0.000V _ Company: Courtesy of IES Engineer: Evaluator of VA File: Untitled.Vap -9.5800 -4.8283 " Nodal Displacements -19.160 -19.175 " Node Load Case DX DY RZ 4.0000 0.0000 in in deg N1 DL + LL 0.0000 0.0824 -0.5246 N2 0.0000 0.0000 0.0000 -0.5249 N3 0.0000 0.0000 0.0000 0.0000 N4 0.0000 0.0000 0.0000 0.5249 N5 0.0000 0.0000 0.0824 0.5246 Nodal Reactions 832.386 -387.99 " Node Load Case FX FY MZ 51.3333 0.0000 lb lb lb -in N2 DL + LL 0.0000 918.606 -NA- N3 0.0000 -NA- 2761.18 -NA- N4 0.0000 -NA- 918.606 -NA- Member Internal Forces Member Load Case Offset in Fx 1b VY lb Mz lb -in M1 DL + LL 0.0000 0.0000 0.000V 0.0000 " 1.0000 0.0000 -9.5800 -4.8283 " 2.0000 0.0000 -19.160 -19.175 " 3.0000 0.0000 -28.740 -43.144 " 4.0000 0.0000 -38.320 -76.666 " 5.0000 0.0000 -47.900 -119.77 " 6.0000 0.0000 -57.480 -172.47 " 7.0000 0.0000 -67.060 -234.72 " 8.0000 0.0000 -76.640 -306.59 " 9.0000 0.0000 -86.220 -387.99 M2 0.0000 0.0000 832.386 -387.99 " 25.6667 0.0000 586.500 17795.8 " 51.3333 0.0000 340.613 29708.9 " 77.0000 0.0000 94.7269 35283.1 " 102.666 0.0000 -151.15 34564.0 " 128.333 0.0000 -397.04 27528.6 " 154.000 0.0000 -642.93 14177.2 " 179.666 0.0000 -888.81 -5467.6 " 205.333 0.0000 -1134.7 -31451 " 231.000 0.0000 -1380.5 -63705 M3 0.0000 0.0000 1380.59 -63705 " 25.6667 0.0000 1134.70 -31451 " 51.3333 0.0000 888.819 -5467.6 " 77.0000 0.0000 642.933 14177.2 " 102.666 0.0000 397.046 27528.6 " 128.333 0.0000 151.159 34564.0 " 154.000 0.0000 -94.726 35283.1 " 179.666 0.0000 -340.61 29708.9 " 205.333 0.0000 -586.50 17795.8 " 231.000 0.0000 -832.38 -387.99 M4 0.0000 0.0000 86.2200 -387.99 1.0000 0.0000 76.6400 -306.59 2.0000 0.0000 67.0600 -234.72 -1- 6 t Member Load Case Offset FIX VY Mz in lb lb lb -in " 3.0000 0.0000 57.4800 -172.47 " 4.0000 0.0000 47.9000 -119.77 " 5.0000 0.0000 38.3200 -76.666 6.0000 0.0000 28.7400 -43.144 " 7.0000 0.0000 19.1600 -19.175 " 8.0000 0.0000 9.5800 -4.8283 9.0000 0.0000 0.0000 0.0000 -2- l`-ro, ►�► L;��t �rC,� u- S�`�u u.� l Sr�ee FrC 'r , 86 k 41. s. 31 4 -Air . . o %1"lc-bion = ® . S it . -1- 6.k. VisualAnalysis 4.00.DEMO Report Company: Courtesy of IES Engineer: Evaluator of VA File: Untitled.Vap Load Cases Load Case Strength Service Results ( 1)Dead Loads Yes Yes 1st Ord ( 2)Live Loads " ( 3)DL + LL " Member Extreme Results Member Fx(lc) Fy(lc) Mz(lc) fc max(lc) fc min(lc) Dx(lc) Dy(lc) K K K -ft Ksi Ksi in in M1 0.00( 1) -0.09( 3) -0.03( 3) 0.00( 1) -0.17( 3) 0.00( 1) 0.00( 3) " 0.00( 1) 0.00( 2) 0.00( 3) 0.17( 3) 0.00( 1) 0.00( 1) 0.08( 3) M2 0.00( 1) -1.38( 3) -5.31( 3) 0.02( 1) -27.28( 3) 0.00( 1) -0.55( 3) " 0.00( 1) 0.83( 3) 2.98( 3) 28.26( 3) -0.02( 1) 0.00( 1) 0.00( 1) M3 0.00( 1) -0.83( 3) -5.31( 3) 0.02( 1) -27.28( 3) 0.00( 1) -0.55( 3) " 0.00( 1) 1.38( 3) 2.98( 3) 28.26( 3) -0.02( 1) 0.00( 1) 0.00( 1) M4 0.00( 1) 0.00( 3) -0.03( 3) 0.00( 1) -0.17( 3) 0.00( 1) 0.00( 3) " 0.00( 1) 0.09( 3) 0.00( 2) 0.17( 3) 0.00( 1) 0.00( 1) 0.08( 3) l`-ro, ►�► L;��t �rC,� u- S�`�u u.� l Sr�ee FrC 'r , 86 k 41. s. 31 4 -Air . . o %1"lc-bion = ® . S it . -1- 6.k. All Wa l ls VisualAnalysis 4.00.DEMO Report Company: Courtesy of IES Engineer: Evaluator of VA File: Untitled.Vap Nodes Node X Y Fix DX Fix DY Fix RZ ft ft N1 0.00 0.00 Yes Yes No N2 19.67 0.00 No " Spring Elements This item is empty. Check the selection state, or report properties. Member Elementse,- Member Section Material Length Weight Theta ft lb deg L C1 M1 8x2.5C1 Steel 19.67 55.03 0.00 Section Properties Category Section Ax Iz Sy+ Sy- in^2 in^4 in^3 in^3 Cold For 8x2.5C16 0.82 7.79 1.95 1.95 Material Properties Material Strength Elasticity Poisson Density Therm. Ksi Ksi lb/ft^3 in/in/d Steel -NA- 29000.00 0.30 490.00 0.00 Plate Elements This item is empty. Check the selection state, or report properties. -1- VisualAnalysis 4.00.DEMO Report Company: Courtesy of IES Engineer: Evaluator of VA File: Untitled.Vap Nodal Displacements Node Load Case DX DY RZ in in deg N1 Live Loads 0.0000 0.0000 -1.5444 N2 0.0000 0.0000 1.5444 Nodal Reactions Node Load Case FX FY MZ lb 1b lb -in N1 Live Loads 0.0000 1312.16 -NA- N2 -NA- 1312.16 -NA- Member Internal Forces Member Load Case Offset Fx VY Mz In lb lb lb -1n M1 Live Loads 0.0000 0.0000 1312.16 0.0000 " 26.2222 0.0000 1020.56 30554.0 " 52.4444 0.0000 728.977 53510.9 " 78.6667 0.0000 437.386 68787.9 " 104.888 0.0000 145.795 76440.2, " 131.111 0.0000 -145.79 76440.2 " 157.333 0.0000 -437.38 68787.9 183.555 0.0000 -728.97 53510.9 " 209.777 0.0000 -1020.5 30554.0 " 236.000 0.0000 -1312.1 0.0000 VisualAnalysis 4.00.DEMO Report Company: Courtesy of IES Engineer: Evaluator of VA File: Untitled.Vap Load Cases Load Case Strength Service Results ( 1)Live Loads Yes Yes 1st Ord Member Extreme Results Member Fx(lc) Fy(lc) Mz(lc) fc max (1c) fc min,(lc) Dx(lc) Dy(lc) K K K -ft Ksi Ksi in in M1 0.00( 1) -1.31( 1) 0.00( 1) 0.00( 1) -39.75( 1) 0.00( 1) -1.99( 1) " 0.00( 1) 1.31( 1) 6.45( 1) 39.75( 1) 0.00( 1) 0.00( 1) 0.00( 1) 3;36 A, > 3 r4� we, 11 X Z X Gq . U To /9 8 Loner -1- � 1 End Wall Frame VisualAnalysis 4.00.DEMO Report Company: Courtesy of IES Engineer: Evaluator of VA File: A:\End Wall Frame.vap Nodes Node X ft Y Fix DX Fix DY Fix RZ ft N1 0.00 0.00 Yes Yes No N2 9.00 0.00 " N3 21.67 0.00 " N4 30.67 0.00 " N5 0.00 7.00 No No " N6 9.00 7.00 " N7 21.67 7.00 " N8 30.67 7.00 " N9 0.00 12.00 " N10 9.00 12.00 " Nll 21.67 12.00 " N12 30.67 12.00 " N13 0.00 16.00 " N14 9.00 16.75 " N15 15.34 17.25 " N16 21.67 16.75 " N17 30.67 16.00 " N18 -0.67 15.95 " N19 31.34 15.95 " Spring Elements This item is empty. Check the selection state, or report properties. Member Elements Member Section Material Length ft Weight lb Theta deg M1 8x2.5C1 Steel 7.00 19.59 90.00 M2 5.00 13.99 90.00 M3 4.00 11.19 90.00 M4 7.00 19.59 90.00 M5 5.00 13.99 90.00 M6 4.00 11.19 90.00 M7 7.00 19.59 90.00 M8 5.00 13.99 90.00 M9 " 4.75 13.29 90.00 M10 7.00 19.59 90.00 M11 5.00 13.99 90.00 M12 4.75 13.29 90.00 M13 9.00 25.18 90.00 M14 12.67 35.45 90.00 M15 9.00 25.18 90.00 M16 9.00 25.18 90.00 M17 12.67 35.45 90.00 M18 9.00 25.18 90.00 M19 8x3.5C1 9.03 28.90 0.00 M20 6.36 20.35 0.00 M21 6.35 20.32 0.00 M22 9.03 28.90 0.00 M25 0.67 2.15 0.00 M26 0.67 2.15 0.00 M27 RoundO. 13.53 35.87 0.00 -1- Member Section Material Length Weight Theta ft lb deg M28 13.53 35.87 0.00 M29 17.45 46.27 0.00 M30 17.45 46.27 0.00 Section Properties Category Section Ax Iz Sy+ Sy- in^2 in^4 in^3 in^3 Cold For 8x2.5C16 0.82 7.79 1.95 1.95 If 8x3.5C16 0.94 9.65 2.41 2.41 Standard Round0.083 0.78 0.05 0.10 0.10 Material Properties Material Strength Elasticity Poisson Density Therm. Ksi I(si lb/_ -t^3 in/in/d Steel -NA- 29000.00 0.30 490.00 0.00 Plate Elements This item is empty. Check the selection state, or report properties. -2- End Wall Frame VisualAnalysis 4.00.DEMO Report Company: Courtesy of IES Engineer: Evaluator of VA File: A:\End Wall Frame.vap Load Cases Load Case Strength Service Results ( 1)Dead loads Yes Yes 1st Ord ( 2)Roof Live loads No " ( 3)Wind loads 11" ( 4)UBC97 12.11a Yes " ( 5)UBC97 12.11d ( 6)UBC97 12.8a ( 7)UBC97 12.9a Service Load Cases Load Case Load Source Self Weight Loads Dead loads Dead loads None Roof Live loads Roof Live 1 " Wind loads Wind loads " Load Combination Summary Equation Case: UBC97 12.11a Combination: 1D+0.75Lr+0.75W Contributing Cases 6 Source Dead loads (Dead loads) Roof Live loads (Roof Live loads) Wind loads (Wind loads) Equation Case: UBC97 12.11d Combination: 1D Contributing Cases & Source Dead loads (Dead loads) Roof Live loads (Roof Live loads) Wind loads (Wind loads) Equation Case: UBC97 12.8a Combination: 1D+lLr Contributing Cases 6 Source Dead loads (Dead loads) Roof Live loads (Roof Live loads) Wind loads (Wind loads) Equation Case: UBC97 12.9a Combination: 1D+1W Contributing Cases 6 Source Dead loads (Dead loads) Roof Live loads (Roof Live loads) Wind loads (Wind loads) Equation Case Combinations Load Case Case Equation UBC97 12.11a 3 1D+0.75Lr+0.75W UBC97 12.11d 3 1D UBC97 12.8a 3 1D+lLr UBC97 12.9a 3 1D+1W -1- 4 , �s Fact6red Case Combinations This item is empty. Check the selection state, or report properties. Nodal Loads Load Case Node Direction Magnitude Wind loads N5 DX 1.4450 K N9 1.0840 K N13 0.4820 K Member Point Loads This item is empty. Check the selection state, or report properties. Member Uniform Loads This item is empty. Check the selection state, or report properties. Member Linear Loads Load Case Member Direction Offset End Off Magnitudel. Magnitude2 ft ft Dead loads M19 DY 0.00 9.03 -0.0300 K/ft -0.0300 K/ft " M20 0.00 6.36 -0.0300 K/ft -0.0300 K/ft " M21 0.00 6.35 -0.0300 K/ft -0.0300 K/ft " M22 0.00 9.03 -0.0300 K/ft -0.0300 K/ft " M25 0.00 0.67 -0.0300 K/ft -0.0300 K/ft " M26 0.00 0.67 -0.0300 K/ft -0.0300 K/ft Roof Live loads M19 0.00 9.03 -0.2000 K/ft -0.2000 K/ft " M20 0.00 6.36 -0.2000 K/ft -0.2000 K/ft " M21 0.00 6.35 -0.2000 K/ft -0.2000 K/ft " M22 0.00 9.03 -0.2000 K/ft -0.2000 K/ft " M25 0.00 0.67 -0.2000 K/ft -0.2000 K/ft " M26 0.00 0.67 -0.2000 K/ft -0.2000 K/ft Wind loads M19 0.00 9.03 0.2400 K/ft 0.2400 K/ft " M20 0.00 6.36 0.2400 K/ft 0.2400 K/ft " M21 0.00 6.35 0.2400 K/ft 0.2400 K/ft " M22 0.00 9.03 0.2400 K/ft 0.2400 K/ft " M25 0.00 0.67 0.2400 K/ft 0.2400 K/ft " M26 0.00 0.67 0.2400 K/ft 0.2400 K/ft Member Temperature Changes This item is empty. Check the selection state, or report properties. Member Gradient Temperatures This item is empty. Check the selection state, or report properties. -2- Ki co 8x2.5C16 8x2.5C16 -0.0300 ca co U U -0.0300 K/I "? U� N CV x x co 00 -0.0300 -0.0300 8x2.5C16 1 8x2.5C16 8x2.5C16 8x2.5C16 16 1 8x2.5C16 I 8x2.5C16 c0 cD UccU -0.0300 K/ "' N N co co 8x2.5C16 8x2.5C16 -0.0300 K/ 8x2.5C16 - Fh � WA -2- Li vC LOc�d( 7 o N 6 O 6 6 o 0 p O 0 N p O p 25 25 O 25 p 8x 6 x 1 x 1 3. 1 0 C16 OD N OD N X N Q0 n 8x2.5C16 rn MiR 8x2.5C16 M17 n rn 8x2.5C16 MiR rn 40 ao co N N �`� ao N w N Ln Ln 0 c G°o n 0 rn 8x2.5C16 1.14 �� 1�� rn 8x2.5C16 rn COm aow N N NN ao CA CA n0 6 n � Ln n r CY) 0)/ 8 C, 'l8 FSG e --W1,4 Sx3.5C16 8x3.5C16 8x3.5C16 8x3.5C16 8x3.5C16 8x3M26 5C 0.4820 K '76� x C^A q x trl/OO J8x2 ]U2�2 16 8x2.5C16 rn 1.0840 K c N ON ODx N OT �� N N 0 to G 8x2.5C16 rn1�po 0)8x2.5C16 0)1.4450 K m in N _� _0 n n I End Wall Frame VisualAnalysis 4.00.DEM0 Report Company: Courtesy of IES Engineer: Evaluator of VA File: A:\End Wall Frame.vap Load Cases Load Case Fx(lc) K Strength Service Results ( 1)Dead loads Yes Yes 1st Ord ( 2)Roof Live loads No " ( 3)Wind loads " ( 4)UBC97 12.11a Yes " ( 5)UBC97 12.11d " ( 6)UBC97 12.8a 6) ( 7)UBC97 12.9a " Member Extreme Results Member Fx(lc) K Fy(lc) K Mz(lc) K -ft fc max(lc) Ksi fc min(lc) Ksi Dx(lc) in Dy(lc) in M1 -0.92( 6) -0.00( 6) -0.02( 6) -1.12( 6) -7.08( 7) -0.00( 6) -0.49( 3) " 1.03( 3) 0.10( 3) 0.67( 3) 23.00( 3) 1.25( 3) 0.00( 3) 0.00( 6) M2 -0.92( 6) -0.29( 3) -0.78( 3) -1.10( 6) -23.99( 3) -0.00( 6) -0.44( 7) " 1.03( 3) 0.02( 6) 0.67( 3) 23.00( 3) 0.89( 3) 0.01( 3) 0.00( 6) M3 -0.92( 6) -0.07( 6) -0.78( 3) -1.05( 6) -23.99( 3) -0.01( 6) -0.04( 3) " 1.03( 3) 0.35( 3) 0.62( 3) 21.27( 3) 0.83( 3) 0.01( 3) 0.02( 6) M4 -0.92( 6) 0.00( 1) 0.00( 1) -1.12( 6) -6.86( 7) -0.00( 6) -0.48( 7) " 0.85( 3) 0.09( 7) 0.64( 7) 21.52( 3) 1.04( 3) 0.00( 3) 0.00( 6) M5 -0.92( 6) -0.26( 7) -0.65( 7) -1.10( 6) -20.16( 7) -0.00( 6) -0.43( 3) " 0.85( 3) -0.00( 1) 0.64( 7) 21.52( 3) 0.89( 3) 0.00( 3) 0.01( 6) M6 -0.92( 6) 0.01( 1) -0.65( 7) -1.03( 6) -20.16( 7) -0.01( 6) -0.03( 7) " 0.85( 3) 0.22( 7) 0.31( 4) 9.78( 4) 0.94( 3) 0.01( 3) 0.02( 3) M7 -2.21( 6) 0.00( 1) 0.00( 1) -2.69( 6) -6.71( 4) -0.01( 6) -0.48( 7) " 1.39( 3) 0.09( 7) 0.64( 7) 22.25( 3) 1.69( 3) 0.00( 3) 0.00( 6) M8 -2..21( 6) -0.26( 7) -0.64( 7) -2.68( 6) -19.44( 7) -0.01( 6) -0.43( 3) " 1.39( 3) -0.00( 1) 0.64( 7) 22.25( 3) 1.64( 3) 0.01( 3) 0.00( 6) M9 -2.94( 6) 0.00( 1) -0.63( 7) -3.56( 6) -16.90( 7) -0.02( 6) -0.03( 7) " 3.33( 3) 0.20( 7) 0.31( 7) 13.83( 3) 3.76( 3) 0.01( 3) 0.02( 3) M10 -2.21( 6) -0.00( 6) -0.01( 6) -2.69( 6) -4.97( 4) -0.01( 6) -0.48( 3) " 3.35( 3) 0.09( 3) 0.65( 3) 25.21( 3) 4.07( 3) 0.01( 3) 0.00( 6) M11 -2.21( 6) -0.27( 3) -0.70( 3) -2.68( 6) -18.89( 7) -0.01( 6) -0.44( 7) " 3.35( 3) 0.01( 6) 0.65( 3) 25.21( 3) 3.75( 3) 0.02( 3) 0.00( 6) M12 -2.94( 6) -0.02( 6) -0.70( 3) -3.56( 6) -19.19( 7) -0.02( 6) -0.04( 3) " 2.98( 3) 0.25( 3) 0.48( 3) 19.14( 3) 3.25( 3) 0.02( 3) 0.01( 6) M13 -1.06( 7) 0.00( 3) 0.00( 3) -1.29( 7) -1.29( 7) 0.00( 1) -0.01( 6) " -0.00( 1) 0.00( 6) 0.00( 6) -0.00( 1) -0.00( 1) 0.44( 7) 0.01( 3) M14 -0.70( 7) 0.00( 3) 0.00( 3) -0.85( 7) -0.85( 7) -0.00( 6) -0.01( 6) " -0.00( 1) .0.00( 6) 0.00( 6) -0.00( 1) -0.00( 1) 0.44( 7) 0.01( 3) M15 -0.35( 7) 0.00( 7) 0.00( 7) -0.42( 7) -0.42( 7) -0.00( 6) -0.01( 6) " -0.00( 1) 0.00( 1) 0.00( 1) -0.00( 1) -0.00( 1) 0.43( 3) 0.00( 3) M16 -1.73( 3) 0.00( 7) 0.00( 7) -2.10( 3) -2.10( 3) -0.00( 6) -0.01( 6) " 0.09( 6) 0.00( 1) 0.00( 1') 0.11( 6) 0.11( 6) 0.04( 3) 0.02( 3) M17 -0.60( 3) 0.00( 7) 0.00( 7) -0.73( 3) -0.73( 3) -0.00( 6) -0.01( 6) " 0.25( 6) 0.00( 1) 0.00( 1) 0.31( 6) 0.31( 6) 0.03( 3) 0.02( 3) M18 0.01( 1) 0.00( 7) 0.00( 7) 0.01( 1) 0.01( 1) 0.00( 1) -0.01( 6) " 0.47( 7) 0.00( 1) 0.00( 1) 0.58( 7) 0.58( 7) 0.03( 7) 0.01( 3) M19 -0.24( 3) -1.31( 6) -2.76( 6) -0.12( 4) -13.68( 6) -0.01( 6) -0.04( 6) " 0.04( 6) 1.29( 3) 2.55( 3) 13.76( 6) =0.04( 1) 0.04( 3) 0.04( 3) M20 -0.66( 6) -1.49( 3) -2.64( 6) -0.37( 2) -14.84( 6) -0.01( 6) -0.10( 6) " 0.61( 3) 1.41( 6) 3.04( 3) 15.75( 3) 0.29( 3) 0.04( 3) 0.11( 3) M21 -0.66( 6) -1.41( 6) -2.84( 6) -0.37( 2) -14.84( 6) 0.00( 1) -0.10( 6) " 0.61( 3) 1.47( 3) 2.92( 3) 15.19( 3) 0.43( 3) 0.02( 7) 0.11( 3) M22 -0.33( 3) -1.45( 3) -2.76( 6) -0.20( 4) -16.39( 3) 0.00( 1) -0.04( 6) -1- Zo Member Fy(lc) K Fy(lc) K Mz(lc) K -ft fc max(lc) Ksi fc min(lc) Ksi Dx(lc) in Dy(lc) in " 0.04( 6) 1.31( 6) 3.23( 3) 15.69( 3) -0.04( 1) 0.02( 7) 0.05( 3) M25 -0.01( 3) -0.16( 3) -0.05( 6) -0.00( 3) -0.28( 3) 0.00( 1) -0.01( 6) " 0.01( 6) 0.15( 6) 0.05( 3) 0.27( 6) 0.00( 6) 0.02( 7) 0.01( 3) M26 -0.01( 3) -0.15( 6) -0.05( 3) -0.00( 3) -0.28( 3) -0.04( 3) -0.00( 3) " 0.01( 6) 0.16( 3) 0.05( 6) 0.27( 6) 0.00( 6) 0.01( 6) 0.01( 6) M27 -0.40( 3) -0.00( 6) -0.00( 6) -0.52( 3) -1.68( 3) 0.00( 1) -0.11( 7) " 0.49( 6) 0.00( 3) 0.01( 3) 0.90( 4) 0.63( 6) 0.03( 7) 0.04( 3) M28 -0.96( 3) 0.00( 1) 0.00( 1) -1.23( 3) -2.22( 3) -0.03( 3) -0.12( 3) " 0.49( 6) 0.00( 7) 0.01( 7) 0.71( 6) 0.63( 6) 0.00( 6) 0.02( 6) M29 -1.41( 4) 0.00( 3) 0.00( 3) -1.81( 4) -1.81( 4) 0.00( 3) -0.01( 6) " -0.11( 1) 0.00( 1) 0.00( 1) -0.14( 1) -0.14( 1) 0.01( 4) 0.03( 3) M30 -0.82( 6) 0.00( 3) 0.00( 3) -1.05( 6) -1.05( 6) -0.02( 3) 0.00( 3) " 2.61( 3) 0.00( 6) 0.00( 6) 3.35( 3) 3.35( 3) 0.01( 6) 0.02( 4) -2- End Wall Frame VisualAnalysis 4.00.DEMO Report Company: Courtesy of IES Engineer: Evaluator of VA File: A:\End Wall Frame.vap Design Groups Name Elements LL Factor Parameters Unity Final Shape Design G 0 1.0000 Yes 0.0000 -NA- 1.0000 0.0000 " " 6 1.0000 0.7220 8x3.5C16 " 18 1.0000 0.7539 8x2.5C16 Design Group Results Design Load Cases Strength Service Load Case ID Number ID Number Name 1 1 Dead loads - 2 Roof Live loads - 3 Wind loads 2 4 UBC97 12.11a 3 5 UBC97 12.11d 4 6 UBC97 12.8a 5 7 UBC97 12.9a AISI Cold Formed Steel Design Design Group: Design Group 2 Designed As: 8x2.5C16 SIZE CONSTRAINTS: Depth is unconstrained. Width is unconstrained. BRACING INFORMATION: Lateral bracing at top flange (+y): Pattern = Continuous Lateral bracing at bottom flange (-y): Pattern = Unbraced Strong axis bracing (parallel to y): Pattern = Unbraced Torsional bracing: Taken as the larger of the strong and weak unbraced lengths. Inflection points are not used as brace points. DEFLECTION LIMITS: No absolute deflection limit. No span ratio deflection limit. COLD -FORMED STEEL PARAMETERS: Design Type = ASD Design as: CS - Lt. Gage Struct. Inst. Fy = 55000 psi Fu = 67700 psi Not using strength increase from cold work effects Kx = 1 Ky = 1 Kt = 1 Cbx, Cby: May vary Cmx, Cony: May vary R = 0 Braced flange location = Top Combined axial 6 bending check - Equation 1 Member Load Offset Unity Name Case # ft Check Notes M1 5 7 0.69 -1- Combined axial & bending check - Equation 2 Member Load Offset 22- M2 5 0 0.69 M3 5 4 0.61 M16 5 0 0.14 M13 5 0 0.08 M10 5 7 0.75 Mil 5 0 0.75 M14 5 0 0.06 M17 5 0 0.05 M7 5 7 0.67 M8 5 0 0.67 M9 5 4.75 0.42 M15 5 0 0.03 M18 5 0 0.02 M6 5 0 0.27 M5 5 0 0.65 M4 5 7 0.65 M12 5 4.75 0.56 Combined axial & bending check - Equation 2 Member Load Offset Unity Name Case # ft Check Notes M1 5 7 0.70 M2 5 5 0.72 M3 5 0 0.72 M16 5 0 0.13 M13 5 0 0.08 M10 5 7 0.60 M11 5 0 0.60 M14 5 0 0.05 M17 5 0 0.04 M7 5 7 0.65 M8 5 0 0.65 M9 5 0 0.51 M15 5 0 0.03 M18 1 0 -0.00 M6 5 0 0.61 M5 5 0 0.66 M4 5 7 0.66 M12 5* 0 0.58 Combined shear 6 bending check - Strong axis Member Load Offset unity Name Case # ft Check Notes M1 5 7 0.00 M2 5 5 0.00 M3 5 0 0.00 M16 1 0 0.00 M13 1 0 0.00 M10 5 7 0.00 Mil 5 5 0.00 M14 1 0 0.00 M17 1 0 0.00 M7 5 7 0.00 M8 5 5 0.00 M9 4 0 0.00 M15 1 0 0.00 M18 1 0 0.00 M6 5 0 0.00 M5 5 5 0.00 M4 5 7 0.00 M12 4 0 0.00 Combined shear 6 bending check - Weak axis Member Load Offset Unity Name Case # ft Check Notes M1 5 7 0.53 M2 5 5 0.58 M3 5 0 0.58 -2- M16 5 9 0.00 M13 5 9 0.00 M10 5 7 0.50 M11 5 0 0.51 M14 5 12.7 0.00 M17 5 12.7 0.00 M7 5 7 0.48 M8 5 0 0.48 M9 5 0 0.39 M15 5 9 0.00 M18 5 9 0.00 M6 5 0 0.41 M5 5 0 0.48 M4 5 7 0.48 M12 5 0 0.46 AISI Cold Formed Steel Design Design Group: Design Group 3 Designed As: 8x3.5C16 SIZE CONSTRAINTS: Depth is unconstrained. Width is unconstrained. BRACING INFORMATION: Lateral bracing at top flange (+y): Pattern = Continuous Lateral bracing at bottom flange (-y): Pattern = Unbraced Strong axis bracing (parallel to y): Pattern = Unbraced Torsional bracing: Taken as the larger of the strong and weak unbraced lengths. Inflection points are not used as brace points. DEFLECTION LIMITS: No absolute deflection limit. No span ratio deflection limit. COLD -FORMED STEEL PARAMETERS: Design Type = ASD Design as: CS - Lt. Gage Struct. Inst. Fy = 55000 psi Fu = 67700 psi Not using strength increase from cold work effects Kx = 1 Ky = 1 Kt = 1 Cbx, Cby: May vary Cmx, Cmy: May vary R = 0 Braced flange location = Top Combined axial S bending check - Equation 1 Member Load Offset Unity Name Name Case # ft Check Notes M26 5 0 0.01 9.03 M19 5 9.03 0.48 f,g M20 4 0 0.66 M21 4 6.35 0.66 M22 5 0 0.63 f,g M25 5 0 0.01 Combined axial 6 bending check - Equation 2 Member Load Offset Unity Name Case # ft Check Notes M26 5 0 0.01 M19 4 9.03 0.58 f,g M20 4 0 0.64 -3- 23 z� M21 4 6.35 0.64 M22 5 0 0.62 f,g M25 5 0 0.01 Combined shear & bending check - Strong axis Member Load Offset Unity Name. Case # ft Check Notes M26 4 0 0.00 M19 4 9.03 0.65 f,g M20 4 0 0.72 M21 4 6.35 0.72 M22 5 0 0.66 f,g M25 4 0 0.00 Combined shear & bending check - Weak axis Member Load Offset Unity Name Case # ft Check Notes M26 1 0 0.00 M19 1 0 0.00 f,g M20 1 0 0.00 M21 1 0 0.00 M22 1 0 0.00 f,g M25 1 0 0.00 Notes: f - Section does not meet all requirements of AISI C4.4 g - Value of x in AISI C4.4 assumed to be 0.5 -4- End Wall Frame VisualAnalysis 4.00.DEMO Report Company: Courtesy of IES Engineer: Evaluator of VA File: A:\End Wall Frame.vap Nodal Results Node Load Case DX DY RZ FX FY MZ in in deg K K K -ft Dead loads 0.0000 0.0000 0.0000 0.0003 0.1203 -NA- Roof Live loads 0.0000 0.0000 0.0000 0.0019 0.8019 -NA- UBC97 12.11a 0.0000 0.0000 0.0000 -0.0705 -0.0471 -NA- UBC97 12.11d 0.0000 0.0000 0.0000 0.0003 0.1203 -NA- UBC97 12.8a 0.0000 0.0000 0.0000 0.0022 0.9222 -NA- UBC97 12.9a 0.0000 0.0000 0.0000 -0.0960 -0.9048 -NA- Wind loads 0.0000 0.0000 0.0000 -0.0962 -1.0251 -NA- Dead loads 0.0000 0.0000 -0.0003 0.0775 0.3615 -NA- Roof Live loads 0.0000 0.0000 -0.0022 0.5163 2.4097 -NA- UBC97 12.11a 0.0000 0.0000 -0.0046 -1.0270 -1.6875 -NA- UBC97 12.11d 0.0000 0.0000 -0.0003 0.0775 0.3615 -NA- UBC97 12.8a 0.0000 0.0000 -0.0025 0.5938 2.7711 -NA- UBC97 12.9a 0.0000 0.0000 -0.0038 -1.9115 -4.7802 -NA- Wind loads 0.0000 0.0000 -0.0035 -1.9890 -5.1417 -NA- Dead loads 0.0000 0.0000 0.0003 -0.0774 0.3614 -NA- Roof Live loads 0.0000 0.0000 0.0022 -0.5163 2.4096 -NA- UBC97 12.11a 0.0000 0.0000 -0.0050 -1.0911 1.6541 -NA- UBC97 12.11d 0.0000 0.0000 0.0003 -0.0774 0.3614 -NA- UBC97 12.8a 0.0000 0.0000 0.0025 -0.5938 2.7711 -NA- UBC97 12.9a 0.0000 0.0000 -0.0089 -0.9126 -0.3246 -NA- Wind loads 0.0000 0.0000 -0.0092 -0.8352 -0.6861 -NA- Dead loads 0.0000 0.0000 0.0000 -0.0003 0.1203 -NA- Roof Live loads 0.0000 0.0000 0.0000 -0.0019 0.8019 -NA- UBC97 12.11a 0.0000 0.0000 0.0000 -0.0697 0.0805 -NA- UBC97 12.11d 0.0000 0.0000 0.0000 -0.0003 0.1203 -NA- UBC97 12.8a 0.0000 0.0000 0.0000 -0.0022 0.9222 -NA- UBC97 12.9a 0.0000 0.0000 0.0000 -0.0909 -0.7346 -NA- Wind loads 0.0000 0.0000 0.0000 -0.0906 -0.8549 -NA- Dead loads 0.0000 -0.0004 -0.0017 -NA- -NA- -NA- Roof Live loads 0.0001 -0.0026 -0.0114 -NA- -NA- -NA- UBC97 12.11a 0.3328 0.0002 0.1924 -NA- -NA- -NA- UBC97 12.11d 0.0000 -0.0004 -0.0017 -NA- -NA- -NA- UBC97 12.8a 0.0002 -0.0029 -0.0131 -NA- -NA- -NA- UBC97 12.9a 0.4435 0.0029 0.2684 -NA- -NA- -NA- Wind loads 0.4435 0.0033 0.2701 -NA- -NA- -NA- Dead loads 0.0000 -0.0009 -0.0007 -NA- -NA- -NA- Roof Live loads 0.0001 -0.0061 -0.0048 -NA- -NA- -NA- UBC97 12.11a 0.3291 0.0025 0.1886 -NA- -NA- -NA- UBC97 12.11d 0.0000 -0.0009 -0.0007 -NA- -NA- -NA- UBC97 12.8a 0.0001 -0.0070 -0.0055 -NA- -NA- -NA- UBC97 12.9a 0.4387 0.0097 0.2565 -NA- -NA- -NA- Wind loads 0.4387 0.0107 0.2573 -NA- -NA- -NA- Dead loads -0.0000 -0.0009 0.0007 -NA- -NA- -NA- Roof Live loads -0.0001 -0.0061 0.0048 -NA- -NA- -NA- UBC97 12.11a 0.3257 -0.0022 0.1881 -NA- -NA- -NA- UBC97 12.11d -0.0000 -0.0009 0.0007 -NA- -NA- -NA- UBC97 12.8a -0.0001 -0.0070 0.0055 -NA- -NA- -NA- UBC97 12.9a 0.4343 0.0035 0.2457 -NA- -NA- -NA- Wind loads 0.4343 0.0044 0.2450 -NA- -NA- -NA- Dead loads -0.0000 -0.0004 0.0017 -NA- -NA- -NA- Roof Live loads -0.0001 -0.0026 0.0114 -NA- -NA- -NA- UBC97 12.11a 0.3244 -0.0003 0.1933 -NA- -NA- -NA- UBC97 12.11d -0.0000 -0.0004 0.0017 -NA- -NA- -NA- UBC97 12.8a -0.0002 -0.0029 0.0131 -NA- -NA- -NA- UBC97 12.9a 0.4327 0.0023 0.2457 -NA- -NA- -NA- Wind loads 0.4327 0.0027 0.2440 -NA- -NA- -NA- Dead loads -0.0002 -0.0006 0.0045 -NA- -NA- -NA- S! z� z6 Node Load Case DX DY RZ FX FY MZ in in deg K K K -ft " Roof Live loads -0.0010 -0.0043 0.0301• -NA- -NA- -NA- " UBC97 12.11a 0.0275 0.0003 0.1556 -NA- -NA- -NA- " UBC97 12.11d -0.0002 -0.0006 0.0045 -NA- -NA- -NA- " UBC97 12.8a -0.0012 -0.0050 0.0346 -NA- -NA- -NA- " UBC97 12.9a 0.0378 0.0049 0.1759 -NA- -NA- -NA- Wind loads 0.0379 0.0055 0.1714 -NA- -NA- -NA- N10 Dead loads -0.0001 -0.0015 0.0020 -NA- -NA- -NA- Roof Live loads -0.0007 -0.0103 0.0134 -NA- -NA- -NA- " UBC97 12.11a 0.0219 0.0042 0.1712 -NA- -NA- -NA- " UBC97 12.11d -0.0001 -0.0015 0.0020 -NA- -NA- -NA- " UBC97 12.8a -0.0008 -0.0119 0.0154 -NA- -NA- -NA- " UBC97 12.9a 0.0300 0.0164 0.2141 -NA- -NA- -NA- Wind loads 0.0301 0.0180 0.2121 -NA- -NA- -NA- N11 Dead loads 0.0001 -0.0015 -0.0020 -NA- -NA- -NA- Roof Live loads 0.0007 -0.0103 -0.0134 -NA- -NA- -NA- " UBC97 12.11a 0.0203 -0.0037 0.1696 -NA- -NA- -NA- " UBC97 12.11d 0.0001 -0.0015 -0.0020 -NA- -NA- -NA- " UBC97 12.8a 0.0008 -0.0119 -0.0154 -NA- -NA- -NA- " UBC97 12.9a 0.0264 0.0059 0.2402 -NA- -NA- -NA- Wind loads 0.0263 0.0075 0.2422 -NA- -NA- -NA- N12 Dead loads 0.0002 -0.0006 -0.0045 -NA- -NA- -NA- Roof Live loads 0.0010 -0.0043 -0.0301 -NA- -NA- -NA- " UBC97 12.11a 0.0222 -0.0004 0.1498 -NA- -NA- -NA- " UBC97 12.11d 0.0002 -0.0006 -0.0045 -NA- -NA- -NA- " UBC97 12.8a 0.0012 -0.0050 -0.0346 -NA- -NA- -NA- " UBC97 12.9a 0.0285 0.0039 0.2313 -NA- -NA- -NA- Wind loads 0.0283 0.0046 0.2358 -NA- -NA- -NA- N13 Dead loads -0.0008 -0.0008 -0.0090 -NA- -NA- -NA- Roof Live loads -0.0052 -0.0057 -0.0602 -NA- -NA- -NA- " UBC97 12.11a 0.0235 0.0003 -0.0109 -NA- -NA- -NA- " UBC97 12.11d -0.0008 -0.0008 -0.0090 -NA- -NA- -NA- " UBC97 12.8a -0.0060 -0.0065 -0.0692 -NA- -NA- -NA- " UBC97 12.9a 0.0368 0.0064 0.0487 -NA- -NA- -NA- Wind loads 0.0375 0.0072 0.0577 -NA- -NA- -NA- N14 Dead loads -0.0007 -0.0023 -0.0040 -NA- -NA- -NA- Roof Live loads -0.0045 -0.0156 -0.0267 -NA- -NA- -NA- " UBC97 12.11a 0.0226 0.0040 -0.0042 -NA- -NA- -NA- " UBC97 12.11d -0.0007 -0.0023 -0.0040 -NA- -NA- -NA- " UBC97 12.8a -0.0052 -0.0179 -0.0307 -NA- -NA- -NA- " UBC97 12.9a 0.0349 0.0218 0.0225 -NA- -NA- -NA- Wind loads 0.0356 0.0241 0.0265 -NA- -NA- -NA- N15 Dead loads -0.0000 -0.0134 0.0000 -NA- -NA- -NA- Roof Live loads -0.0000 -0.0897 0.0002 -NA- -NA- -NA- " UBC97 12.11a 0.0227 0.0014 -0.0015 -NA- -NA- -NA- " UBC97 12.11d -0.0000 -0.0134 0.0000 -NA- -NA- -NA- " UBC97 12.8a -0.0000 -0.1031 0.0002 -NA- -NA- -NA- " UBC97 12.9a 0.0302 0.0960 -0.0022 -NA- -NA- -NA- Wind loads 0.0302 0.1094 -0.0022 -NA- -NA- -NA- N16 Dead loads 0.0007 -0.0023 0.0040 -NA- -NA- -NA- Roof Live loads 0.0045 -0.0156 0.0267 -NA- -NA- -NA- " UBC97 12.11a 0.0222 -0.0033 -0.0058 -NA- -NA- -NA- " UBC97 12.11d 0.0007 -0.0023 0.0040 -NA- -NA- -NA- " UBC97 12.8a 0.0052 -0.0179 0.0307 -NA- -NA- -NA- " UBC97 12.9a 0.0248 0.0120 -0.0358 -NA- -NA- -NA- Wind loads 0.0241 0.0143 -0.0398 -NA- -NA- -NA- N17 Dead loads 0.0008 -0.0008 0.0090 -NA- -NA- -NA- Roof Live loads 0.0052 -0.0057 0.0602 -NA- -NA- -NA- " UBC97 12.11a 0.0216 -0.0006 -0.0114 -NA- -NA- -NA- " UBC97 12.11d 0.0008 -0.0008 0.0090 -NA- -NA- -NA- " UBC97 12.8a 0.0060 -0.0065 0.0692 -NA- -NA- -NA- " UBC97 12.9a 0.0233 0.0052 -0.0783 -NA- -NA- -NA- Wind loads 0.0225 0.0060 -0.0874 -NA- -NA- -NA- N18 Dead loads 0.0000 0.0000 0.0000 -NA- -NA- -NA- Roof Live loads 0.0000 0.0000 0.0000 -NA- -NA- -NA- -2- -3- Z7 Node Load Case DX DY RZ FX FY MZ in in deg K K K -ft " UBC97 12.11a 0.0000 0.0000 0.0000 -NA- -NA- -NA- " UBC97 12.11d 0.0000 0.0000 0.0000 -NA- -NA- -NA- " UBC97 12.8a 0.0000 0.0000 0.0000 -NA- -NA- -NA- " UBC97 12.9a 0.0000 0.0000 0.0000 -NA- -NA- -NA- Wind loads 0.0000 0.0000 0.0000 -NA- -NA- -NA- N19 Dead loads 0.0000 0.0000 0.0000 -NA- -NA- -NA- Roof Live loads 0.0000 0.0000 0.0000 -NA- -NA- -NA- " UBC97 12.11a 0.0000 0.0000 0.0000 -NA- -NA- -NA- " UBC97 12.11d 0.0000 0.0000 0.0000 -NA- -NA- -NA- " UBC97 12.8a 0.0000 0.0000 0.0000 -NA- -NA- -NA- " UBC97 12.9a 0.0000 0.0000 0.0000 -NA- -NA- -NA- Wind loads 0.0000 0.0000 0.0000 -NA- -NA- -NA- -3- 32x40 Steel Shop 2-8 VisualAnalysis 4.00.DEMO Report Company: Courtesy of IES Engineer: Evaluator of VA File: A:\Center Rigid Frame 2.vap Nodes Node X Y Fix DX Fix DY Fix RZ ft ft N1 0.00 0.00 Yes Yes Yes N2 0.00 15.00 No No No N3 15.67 16.31 " N4 31.34 15.00 " " N5 31.34 0.00 Yes Yes Yes Spring Elements This item is empty. Check the selection state, or report properties. Member Elements Member Section Material Length Weight Theta ft lb deg M1 12x3.5C Steel 15.00 106.86 0.00 M2 15.72 112.02 0.00 M3 15.72 112.02 0.00 M4 15.00 106.86 0.00 Section Properties Category Section Ax Iz Sy+ Sy- in^2 in^4 in^3 in^3 Cold For 12x3.5C12 2.09 43.76 7.29 7.29 Material Properties Material Strength Elasticity Poisson Density Therm. Ksi Ksi lb/ft^3 in/in/d Steel -NA- 29000.00 0.30 490.00 0.00 Plate Elements This item is empty. Check the selection state, or report properties. -1- I 32x40 Steel Shop VisualAnalysis 4.00.DEMO Report Company: Courtesy of IES Engineer: Evaluator of VA File: A:\Center Rigid Frame 2.vap Load Cases Load Case Strength Service Results ( 1)Dead loads No Yes 1st Ord ( 2)Roof Live loads " ( 3)Wind loads " ( 4)LRFD A4-1 Yes " ( 5)LRFD A4 -2a " ( 6)LRFD A4 -2b " ( 7)LRFD A4 -3a " ( 8)LRFD A4 -3b " ( 9)LRFD A4 -3d " (10)LRFD A4 -4a " (11)LRFD A4 -4b " (12)LRFD A4 -5a " (13)LRFD A4 -5b " (14)LRFD A4 -6a " (15)LRFD A4 -6b " Service Load Cases Load Case Load Source Self Weight Loads Dead loads Dead loads None Roof Live loads Roof Live 1 " Wind loads Wind loads " Load Combination Summary Equation Case: LRFD A4-1 Combination: LRFD A4-1 Contributing Cases & Source Dead loads (Dead loads) Roof Live loads (Roof Live loads) Wind loads (Wind loads) Equation Case: LRFD A4 -2a Combination: LRFD A4 -2a Contributing Cases & Source Dead loads (Dead loads) Roof Live loads (Roof Live loads) Wind loads (Wind loads) Equation Case: LRFD A4 -2b Combination: LRFD A4 -2b Contributing Cases & Source Dead loads (Dead loads) Roof Live loads (Roof Live loads) Wind loads (Wind loads) Equation Case: LRFD A4 -3a Combination: LRFD A4 -3a Contributing Cases & Source Dead loads (Dead loads) Roof Live loads (Roof Live loads) Wind loads (Wind loads) Equation Case: LRFD A4 -3b Combination: LRFD A4 -3b Contributing Cases & Source Dead loads (Dead loads) Roof Live loads (Roof Live loads) -1- 2-1 Wind loads (Wind loads) Equation Case: LRFD A4 -3d Combination: LRFD A4 -3d Contributing Cases & Source Dead loads (Dead loads) Roof Live loads (Roof Live loads) Wind loads (Wind loads) Equation Case: LRFD A4 -4a Combination: LRFD A4 -4a Contributing Cases & Source Dead loads (Dead loads) Roof Live loads (Roof Live loads) Wind loads (Wind loads) Equation Case: LRFD A4 -4b Combination: LRFD A4 -4b Contributing Cases & Source Dead loads (Dead loads) Roof Live loads (Roof Live loads) Wind loads (Wind loads) Equation Case: LRFD A4 -5a Combination: LRFD A4 -5a Contributing Cases & Source Dead loads (Dead loads) Roof Live loads (Roof Live loads) Wind loads (Wind loads) Equation Case: LRFD A4 -5b Combination: LRFD A4 -5b Contributing Cases & Source Dead loads (Dead loads) Roof Live loads (Roof Live loads) Wind loads (Wind loads) Equation Case: LRFD A4 -6a Combination: LRFD A4 -6a Contributing Cases & Source Dead loads (Dead loads) Roof Live loads (Roof Live loads) Wind loads (Wind loads) Equation Case: LRFD A4 -6b Combination: LRFD A4 -6b Contributing Cases & Source Dead loads (Dead loads) Roof Live loads (Roof Live loads) Wind loads (Wind loads) Equation Case Combinations Load Case Case Equation IS LRFD A4-1 3 1.4D LRFD A4 -2a 3 1.2D+0.5Lr LRFD A4 -2b 3 1.2D LRFD A4 -3a 3 1.2D+1.6Lr LRFD A4 -3b 3 1.2D+1.6Lr+0.8W LRFD A4 -3d 3 1.2D+0.8W LRFD A4 -4a 3 1.2D+0.5Lr+1.3W LRFD A4 -4b 3 1.2D+1.3W LRFD A4 -5a 3 1.2D LRFD A4 -5b 3 " LRFD A4 -6a 3 0.9D+1.3W LRFD A4 -6b 3 0.9D -1.3W Factored Case Combinations This item is empty. Check the selection state, or report properties. -2- Nodal Loads This item is empty. Check the selection state, or report properties. Member Point Loads This item is empty. Check the selection state, or report properties. Member Uniform Loads Load Case Member Direction Offset End Off Magnitude ft ft Dead loads M2 DY 0.00 15.72 -0.0285 K/ft " M3 110.00 15.72 -0.0285 K/ft Roof Live loads M2 0.00 15.72 -0.1520 K/ft " M3 " 0.00 15.72 -0.1520 K/ft Wind loads M1 DX 0.00 15.00 0.1760 K/ft " M2 DY 0.00 15.72 0.1760 K/ft " M3 0.00 15.72 0.1760 K/ft Member Linear Loads This item is empty. Check the selection state, or report properties. Member Temperature Changes This item is empty. Check the selection state, or report properties. Member Gradient Temperatures This item is empty. Check the selection state, or report properties. -3- 31 32x40 Steel Shop VisualAnalysis 4.00.DEMO Report Company: Courtesy of IES Engineer: Evaluator of VA File: A:\Center Rigid Frame 2.vap Load Cases Load Case Strength Service Results ( 1)Dead loads No Yes 1st Ord ( 2)Roof Live loads " ( 3)Wind loads " ( 4)LRFD A4-1 Yes " ( 5)LRFD A4 -2a " ( 6)LRFD A4 -2b " ( 7)LRFD A4 -3a ( 8)LRFD A4 -3b " ( 9)LRFD A4 -3d " (10)LRFD A4 -4a (11)LRFD A4 -4b " (12)LRFD A4 -5a " (13)LRFD A4 -5b " (14)LRFD A4 -6a " (15)LRFD A4 -6b " Statics Check Load Case L.FX K L.FY K L.MZ K -ft R.FX K R.FY K R.MZ -K-ft Dead loads 0.00 -0.90 -14.0 -0.00 0.90 14.04 LRFD A4-1 0.00 -1.25 -19.6 -0.00 1.25 19.66 LRFD A4 -2a 0.00 -3.47 -54.3 -0.00 3.47 54.31 LRFD A4 -2b 0.00 -1.08 -16.8 -0.00 1.08 16.85 LRFD A4 -3a 0.00 -8.72 -136 -0.00 8.72 136.7 LRFD A4 -3b 2.11 -4.30 -83.2 -2.11 4.30 83.16 LRFD A4 -3d 2.11 3.35 36.78 -2.11 -3.35 -36.6 LRFD A4 -4a 3.43 3.73 32.86 -3.43 -3.73 -32.7 LRFD A4 -4b 3.43 6.12 70.40 -3.43 -6.12 -70.1 LRFD A4 -5a 0.00 -1.08 -16.8 -0.00 1.08 16.85 LRFD A4 -5b 0.00 -1.08 -16.8 -0.00 1.08 16.85 LRFD A4 -6a 3.43 6.39 74.63 -3.43 -6.39 -74.3 LRFD A4 -6b -3.43 -8.00 -99.3 3.43 8.00 99.65 Roof Live loads 0.00 -4.78 -74.9 -0.00 4.78 74.91 Wind loads 2.64 5.53 67.10 -2.64 -5.53 -66.9 Member Internal Forces Member Load Case Offset ft Fx K Fy K Mz K -ft M1 Dead loads 0.00 -0.45 -0.19 1.06 " 1.67 -0.45 -0.19 0.73 " 3.33 -0.45 -0.19 0.41 " 5.00 -0.45 -0.19 0.09 " 6.67 -0.45 -0.19 -0.23 " 8.33 -0.45 -0.19 -0.56 " 10.00 -0.45 -0.19 -0.88 " 11.67 -0.45 -0.19 -1.20 " 13.33 -0.45 -0.19 -1.52 " 15.00 -0.45 -0.19 -1.84 " LRFD A4-1 0.00 -0.63 -0.27 1.48 " 1.67 -0.63 -0.27 1.03 -1- 33 Member Load Case Offset Fx Fy Mz ft K K K -ft " 3.33 -0.63 -0.27 0.58 " 5.00 -0.63 -0.27 0.13 " 6.67 -0.63 -0.27 -0.33 " 8.33 -0.63 -0.27 -0.78 " 10.00 -0.63 -0.27 -1.23 " 11.67 -0.63 -0.27 -1.68 " 13.33 -0.63 -0.27 -2.13 " 15.00 -0.63 -0.27 -2.58 LRFD A4 -2a 0.00 -1.73 -0.75 4.08 " 1.67 -1.73 -0.75 2.84 " 3.33 -1.73 -0.75 1.59 " 5.00 -1.73 -0.75 0.35 " 6.67 -1.73 -0.75 -0.90 " 8.33 -1.73 -0.75 -2.15 " 10.00 -1.73 -0.75 -3.39 " 11.67 -1.73 -0.75 -4.64 " 13.33 -1.73 -0.75 -5.89 " 15.00 -1.73 -0.75 -7.13 LRFD A4 -2b 0.00 -0.54 -0.23 1.27 " 1.67 -0.54 -0.23 0.88 " 3.33 -0.54 -0.23 0.49 " 5.00 -0.54 -0.23 0.11 " 6.67 -0.54 -0.23 -0.28 " 8.33 -0.54 -0.23 -0.67 " 10.00 -0.54 -0.23 -1.05 " 11.67 -0.54 -0.23 -1.44 " 13.33 -0.54 -0.23 -1.83 " 15.00 -0.54 -0.23 -2.21 LRFD A4 -3a 0.00 -4.36 -1.88 10.28 " 1.67 -4.36 -1.88 7.14 " 3.33 -4.36 -1.88 4.01 " 5.00 -4.36 -1.88 0.87 " 6.67 -4.36 -1.88 -2.27 " 8.33 -4.36 -1.88 -5.40 " 10.00 -4.36 -1.88 -8.54 " 11.67 -4.36 -1.88 -11.68 " 13.33 -4.36 -1.88 -14.82 " 15.00 -4.36 -1.88 -17.96 LRFD A4 -3b 0.00 -2.02 0.79 -2.97 " 1.67 -2.02 0.56 -1.85 " 3.33 -2.02 0.32 -1.12 " 5.00 -2.02 0.09 -0.77 " 6.67 -2.02 -0.15 -0.82 " 8.33 -2.02 -0.38 -1.26 " 10.00 -2.02 -0.61 -2.09 " 11.67 -2.02 -0.85 -3.31 " 13.33 -2.02 -1.08 -4.92 " 15.00 -2.02 -1.32 -6.92 LRFD A4 -3d 0.00 1.80 2.44 -11.99 " 1.67 1.80 2.21 -8.11 " 3.33 1.80 1.97 -4.63 " 5.00 1.80 1.74 -1.54 " 6.67 1.80 1.50 1.17 " 8.33 1.80 1.27 3.48 " 10.00 1.80 1.04 5.40 " 11.67 1.80 0.80 6.93 " 13.33 1.80 0.57 8.07 " 15.00 1.80 0.33 8.83 LRFD A4 -4a 0.00 2.07 3.60 -17.45 " 1.67 2.07 3.22 -11.78 " 3.33 2.07 2.84 -6.74 " 5.00 2.07 2.46 -2.33 " 6.67 2.07 2.07 1.45 " 8.33 2.07 1.69 4.59 -2- 31-1 Member Load Case Offset Fx Fy Mz ft K K K -ft " 10.00 2.07 1.31 7.10 " 11.67 2.07 0.93 8.97 " 13.33 2.07 0.55 10.20 " 15.00 2.07 0.17 10.80 " LRFD A4 -4b 0.00 3.26 4.12 -20.27 " 1.67 3.26 3.73 -13.74 " 3.33 3.26 3.35 -7.83 " 5.00 3.26 2.97 -2.57 " 6.67 3.26 2.59 2.07 " 8.33 3.26 2.21 6.07 " 10.00 3.26 1.83 9.44 " 11.67 3.26 1.45 12.17 " 13.33 3.26 1.07 14.26 " 15.00 3.26 0.68 15.72 " LRFD A4 -5a 0.00 -0.54 -0.23 1.27 " 1.67 -0.54 -0.23 0.88 " 3.33 -0.54 -0.23 0.49 " 5.00 -0.54 -0.23 0.11 " 6.67 -0.54 -0.23 -0.28 " 8.33 -0.54 -0.23 -0.67 " 10.00 -0.54 -0.23 -1.05 " 11.67 -0.54 -0.23 -1.44 " 13.33 -0.54 -0.23 -1.83 " 15.00 -0.54 -0.23 -2.21 " LRFD A4 -5b 0.00 -0.54 -0.23 1.27 " 1.67 -0.54 -0.23 0.88 " 3.33 -0.54 -0.23 0.49 " 5.00 -0.54 -0.23 0.11 " 6.67 -0.54 -0.23 -0.28 " 8.33 -0.54 -0.23 -0.67 " 10.00 -0.54 -0.23 -1.05 " 11.67 -0.54 -0.23 -1.44 " 13.33 -0.54 -0.23 -1.83 " 15.00 -0.54 -0.23 -2.21 " LRFD A4 -6a 0.00 3.40 4.17 -20.59 " 1.67 3.40 3.79 -13.96 " 3.33 3.40 3.41 -7.96 " 5.00 3.40 3.03 -2.59 " 6.67 3.40 2.65 2.14 " 8.33 3.40 2.27 6.24 " 10.00 3.40 1.89 9.70 " 11.67 3.40 1.50 12.53 " 13.33 3.40 1.12 14.72 " 15.00 3.40 0.74 16.28 " LRFD A4 -6b 0.00 -4.20 -4.52 22.49 " 1.67 -4.20 -4.14 15.28 " 3.33 -4.20 -3.76 8.70 " 5.00 -4.20 -3.38 2.75 " 6.67 -4.20 -3.00 -2.56 " 8.33 -4.20 -2.62 -7.24 " 10.00 -4.20 -2.23 -11.28 " 11.67 -4.20 -1.85 -14.69 " 13.33 -4.20 -1.47 -17.46 " 15.00 -4.20 -1.09 -19.60 " Roof Live loads 0.00 -2.39 -1.03 5.63 " 1.67 -2.39 -1.03 3.91 " 3.33 -2.39 -1.03 2.20 " 5.00 -2.39 -1.03 0.48 " 6.67 -2.39 -1.03 -1.24 " 8.33 -2.39 -1.03 -2.96 " 10.00 -2.39 -1.03 -4.68 " 11.67 -2.39 -1.03 -6.40 " 13.33 -2.39 -1.03 -8.12 " 15.00 -2.39 -1.03 -9.84 -3- 31-1 35- Member Load Case Offset Fx Fy Mz ft K K K -ft " Wind loads 0.00 2.92 3.34 -16.57 " 1.67 2.92 3.05 -11.24 " 3.33 2.92 2.76 -6.40 " 5.00 2.92 2.46 -2.05 " 6.67 2.92 2.17 1.81 " 8.33 2.92 1.88 5.19 ' 10.00 2.92 1.58 8.07 " 11.67 2.92 1.29 10.47 " 13.33 2.92 1.00 12.38 " 15.00 2.92 0.70 13.80 M2. Dead loads 0.00 -0.23 0.43 -1.84 " 1.75 -0.23 0.38 -1.14 " 3.49 -0.22 0.33 -0.51 " 5.24 -0.22 0.28 0.02 " 6.99 -0.21 0.23 0.47 " 8.74 -0.21 0.18 0.83 " 10.48 -0.21 0.13 1.11 " 12.23 -0.20 0.08 1.30 " 13.98 -0.20 0.03 1.40 " 15.72 -0.19 -0.02 1.41 " LRFD A4-1 0.00 -0.32 0.60 -2.58 " 1.75 -0.32 0.53 -1.59 " 3.49 -0.31 0.46 -0.72 " 5.24 -0.30 0.39 0.03 " 6.99 -0.30 0.32 0.66 " 8.74 -0.29 0.26 1.16 " 10.48 -0.29 0.19 1.55 " 12.23 -0.28 0.12 1.81 " 13.98 -0.28 .0.05 1.96 " 15.72 -0.27 -0.02 1.98 " LRFD A4 -2a 0.00 -0.89 1.66 -7.13 " 1.75 -0.87 1.47 -4.40 " 3.49 -0.86 1.28 -1.99 " 5.24 -0.84 1.09 0.08 " 6.99 -0.83 0.90 1.81 " 8.74 -0.81 0.71 3.21 " 10.48 -0.79 0.51 4.28 " 12.23 -0.78 0.32 5.01 " 13.98 -0.76 0.13 5.41 " 15.72 -0.75 -0.06 5.47 " LRFD A4 -2b 0.00 -0.28 0.52 -2.21 " 1.75 -0.27 0.46 -1.36 " 3.49 -0.27 0.40 -0.62 " 5.24 -0.26 0.34 0.02 " 6.99 -0.26 0.28 0.56 " 8.74 -0.25 0.22 1.00 " 10.48 -0.25 0.16 1.33 " 12.23 -0.24 0.10 1.55 " 13.98 -0.24 0.04 1.68 " 15.72 -0.23 -0.02 1.70 " LRFD A4 -3a 0.00 -2.24 4.19 -17.96 " 1.75 -2.20 3.71 -11.06 " 3.49 -2.16 3.22 -5.01 " 5.24 -2.12 2.74 0.20 " 6.99 -2.08 2.26 4.57 " 8.74 -2.04 1.78 8.09 " 10.48 -2.00 1.29 10.77 " 12.23 -1.96 0.81 12.61 " 13.98 -1.92 0.33 13.61 " 15.72 -1.88 -0.16 13.76 " LRFD A4 -3b 0.00 -1.48 1.91 -6.92 " 1.75 -1.46 1.67 -3.80 " 3.49 -1.44 1.43 -1.09 " 5.24 -1.42 1.19 1.20 -4- 35- 36 Member Load Case Offset Fx Fy Mz ft K K K -ft " 6.99 -1.40 0.96 3.08 " 8.74 -1.38 0.72 4.54 " 10.48 -1.36 0.48 5.59 " 12.23 -1.34 0.24 6.22 " 13.98 -1.32 0.00 6.44 " 15.72 -1.30 -0.23 6.24 " LRFD A4 -3d 0.00 0.48 -1.77 8.83 " 1.75 0.46 -1.58 5.90 " 3.49 0.45 -1.40 3.30 " 5.24 0.43 -1.21 1.03 " 6.99 0.42 -1.02 -0.92 " 8.74 0.40 -0.84 -2.55 " 10.48 0.39 -0.65 -3.85 " 12.23 0.37 -0.47 -4.83 " 13.98 0.36 -0.28 -5.49 " 15.72 0.34 -0.10 -5.82 " LRFD A4 -4a 0.00 0.34 -2.05 10.80 " 1.75 0.32 -1.84 7.41 " 3.49 0.30 -1.63 4.38 " 5.24 0.29 -1.43 1.71 " 6.99 0.27 -1.22 -0.60 " 8.74 0.25 -1.01 -2.55 " 10.48 0.24 -0.81 -4.14 " 12.23 0.22 -0.60 -5.37 " 13.98 0.20 -0.39 -6.24 " 15.72 0.18 -0.19 -6.75 " LRFD A4 -4b 0.00 0.95 -3.19 15.72 " 1.75 0.92 -2.86 10.45 " 3.49 0.90 -2.52 5.76 " 5.24 0.87 -2.18 1.66 " 6.99 0.84 -1.84 -1.85 " 8.74 0.81 -1.50 -4.77 " 10.48 0.78 -1.16 -7.09 " 12.23 0.75 -0.82 -8.83 " 13.98 0.73 -0.48 -9.97 " 15.72 0.70 -0.14 -10.52 " LRFD A4 -5a 0.00 -0.28 0.52 -2.21 " 1.75 -0.27 0.46 -1.36 " 3.49 -0.27 0.40 -0.62 " 5.24 -0:26 0.34 0.02 " 6.99 -0.26 0.28 0.56 " 8.74 -0.25 0.22 1.00 " 10.48 -0.25 0.16 1.33 " 12.23 -0.24 0.10 1.55 " 13.98 -0.24 0.04 1.68 " 15.72 -0.23 -0.02 1.70 " LRFD A4 -5b 0.00 -0.28 0.52 -2.21 " 1.75 -0.27 0.46 -1.36 " 3.49 -0.27 0.40 -0.62 " 5.24 -0.26 0.34 0.02 " 6.99 -0.26 0.28 0.56 " 8.74 -0.25 0.22 1.00 " 10.48 -0.25 0.16 1.33 " 12.23 -0.24 0.10 1.55 " 13.98 -0.24 0.04 1.68 " 15.72 -0.23 -0.02 1.70 " LRFD A4 -6a 0.00 1.02 -3.32 16.28 " 1.75 0.99 -2.97 10.79 " 3.49 0.96 -2.62 5.91 " 5.24 0.93 -2.26 1.65 " 6.99 0.90 -1.91 -1.99 " 8.74 0.87 -1.55 -5.02 " 10.48 0.84 -1.20 -7.42 " 12.23 0.81 -0.85 -9.21 -5- 36 3% Member Load Case Offset ft Fx K Fy K Mz K -ft " 13.98 0.79 -0.49 -10.39 " 15.72 0.76 -0.14 -10.95 " LRFD A4 -6b 0.00 -1.44. 4.10 -19.60 " 1.75 -1.40 3.66 -12.83 " 3.49 -1.36 3.21 -6.84 " 5.24 -1.32 2.77 -1.62 " 6.99 -1.29 2.33 2.84 " 8.74 -1.25 1.88 6.51 " 10.48 -1.21 1.44 9.42 " 12.23 -1.18 1.00 11.55 " 13.98 -1.14 0.55 12.90 " 15.72 -1.10 0.11 13.49 " Roof Live loads 0.00 -1.23 2.30 -9.84 " 1.75 -1.20 2.03 -6.06 " 3.49 -1.18 1.77 -2.74 " 5.24 -1.16 1.50 0.11 " 6.99 -1.14 1.24 2.50 " 8.74 -1.12 0.97 4.44 " 10.48 -1.09 0.71 5.91 " 12.23 -1.07 0.44 6.91 " 13.98 -1.05 0.18 7.46 " 15.72 -1.03 -0.09 7.54 " Wind loads 0.00 0.94 -2.85 13.80 " 1.75 0.92 -2.55 9.08 " 3.49 0.89 -2.24 4.90 " 5.24 0.87 -1.93 1.25 " 6.99 0.84 -1.63 -1.86 " 8.74 0.82 -1.32 -4.44 " 10.48 0.79 -1.02 -6.48 " 12.23 0.77 -0.71 -7.99 " 13.98 0.74 -0.40 -8.96 " 15.72 0.71 -0.10 -9.40 M3 Dead loads 0.00 -0.19 0.02 1.41 " 1.75 -0.20 -0.03 1.40 " 3.49 -0.20 -0.08 1.30 " 5.24 -0.21 -0.13 1.11 " 6.99 -0.21 -0.18 0.83 " 8.74 -0.21 -0.23 0.47 " 10.48 -0.22 -0.28 0.02 " 12.23 -0.22 -0.33 -0.51 " 13.98 -0.23 -0.38 -1.14 " 15.72 -0.23 -0.43 -1.84 " LRFD A4-1 0.00 -0.27 0.02 1.98 " 1.75 -0.28 -0.05 1.96 " 3.49 -0.28 -0.12 1.81 " 5.24 -0.29 -0.19 1.55 " 6.99 -0.29 -0.26 1.16 " 8.74 -0.30 -0.32 0.66 " 10.48 -0.30 -0.39 0.03 " 12.23 -0.31 -0.46 -0.72 " 13.98 -0.32 -0.53 -1.59 " 15.72 -0.32 -0.60 -2.58 " LRFD A4 -2a 0.00 -0.75 0.06 5.47 "1,1.75 -0.76 -0.13 5.41 " 3.49 -0.78 -0.32 5.01 " 5.24 -0.79 -0.51 4.28 " 6.99 -0.81 -0.71 3.22 " 8.74 -0.83 -0.90 1.82 " 10.48 -0.84 -1.09 0.08 " 12.23 -0.86 -1.28 -1.99 " 13.98 -0.87 -1.47 -4.39 " 15.72 -0.89 -1.66 -7.13 " LRFD A4 -2b 0.00 -0.23 0.02 1.70 " 1.75 -0.24 -0.04 1.68 Member Load Case Offset Fa Fy Mz ft K K K -ft " 3.49 -0.24 -0.10 1.55 " 5.24 -0.25 -0.16 1.33 " 6.99 -0.25 -0.22 1.00 " 8.74' -0.26 -0.28 0.56 " 10.48 -0.26 -0.34 0.02 " 12.23 -0.27 -0.40 -0.62 " 13.98 -0.27 -0.46 -1.36 " 15.72 -0.28 -0.52 -2.21 " LRFD A4 -3a 0.00 -1.88 0.16 13.76 " 1.75 -1.92 -0.33 13.61 " 3.49 -1.96 -0.81 12.61 " 5.24 -2.00 -1.29 10.77 " 6.99 -2.04 -1.78 8.09 " 8.74 -2.08 -2.26 4.57 " 10.48 -2.12 -2.74 0.20 " 12.23 -2.16 -3.22 -5.01 " 13.98 -2.20 -3.71 -11.06 " 15.72 -2.24 -4.19 -17.96 " LRFD A4 -3b 0.00 -1.32 -0.01 6.24 " 1.7,5 -1.34 -0.25 6.01 " 3.49 -1.36 -0.49 5.36 " 5.24 -1.38 -0.73 4.29 " 6.99 -1.40 -0.97 2.81 " 8.74 -1.42 -1.20 0.92 " 10.48 -1.44 -1.44 -1.39 " 12.23 -1.46 -1.68 -4.12 " 13.98 -1.48 -1.92 -7.26 " 15.72 -1.50 -2.15 -10.81 " LRFD A4 -3d 0.00 0.32 -0.15 -5.82 " 1.75 0.34 0.03 -5.92 " 3.49 0.35 0.22 -5.70 " 5.24 0.37 0.41 -5.15 " 6.99 0.38 0.59 -4.28 " 8.74 0.40 0.78 -3.09 " 10.48 0.41 0.96 -1.57 " 12.23 0.43 1.15 0.27 " 13.98 0.44 1.33 2.44 " 15.72 0.46 1.52 4.93 " LRFD A4 -4a 0.00 0.15 -0.22 -6.75 " 1.75 0.17 -0.01 -6.94 " 3.49 0.19 0.20 -6.78 " 5.24 0.20 0.40 -6.25 " 6.99 0.22 0.61 -5.36 " 8.74 0.24 0.82 -4.12 " 10.48 0.25 1.02 -2.51 " 12.23 0.27 1.23 -0.54 " 13.98 0.29 1.44 1.79 " 15.72 0.31 1.64 4.48 " LRFD A4 -4b 0.00 0.66 -0.26 -10.52 " 1.75 0.69 0.08 -10.67 " 3.49 0.72 0.42 -10.23 " 5.24 0.75 0.76 -9.20 " 6.99 0.78 1.10 -7.58 " 8.74 0.81 1.44 -5.37 " 10.48 0.83 1.77 -2.56 " 12.23 0.86 2.11 0.83 " 13.98 0.89 2.45 4.82 " 15.72 0.92 2.79 9.40 " LRFD A4 -5a 0.00 -0.23 0.02 1.70 " 1.75 -0.24 -0.04 1.68 " 3.49 -0.24 -0.10 1.55 " 5.24 -0.25 -0.16 1.33 " 6.99 -0.25 -0.22 1.00 " 8.74 -0.26 -0.28 0.56 -7- Member Load Case Offset ft Fx K Fy K Mz K -ft " 10.48 -0.26 -0.34 0.02 " 12.23 -0.27 -0.40 -0.62 " 13.98 -0.27 -0.46 -1.36 " 15.72 -0.28 -0.52 -2.21 " LRFD A4 -5b 0.00 -0.23 0.02 1.70 " 1.75 -0.24 -0.04 1.68 " 3.49 -0.24 -0.10 1.55 " 5.24 -0.25 -0.16 1.33 " 6.99 -0.25 -0.22 1.00 " 8.74 -0.26 -0.28 0.56 " 10.48 -0.26 -0.34 0.02 " 12.23 -0.27 -0.40 -0.62 " 13.98 -0.27 -0.46 -1.36 " 15.72 -0.28 -0.52 -2.21 " LRFD A4 -6a 0.00 0.72 -0.26 -10.95 " 1.75 0.75 0.09 -11.09 " 3.49 0.78 0.44 -10.62 " 5.24 0.81 0.80 -9.53 " 6.99 0.84 1.15 -7.83 " 8.74 0.87 1.51 -5.51 " 10.48 0.90 1.86 -2.57 " 12.23 0.93 2.21 0.99 " 13.98 0.96 2.57 5.16 " 15.72 0.99 2.92 9.95 " LRFD A4 -6b 0.00 -1.07 0.29 13.49 " 1.75 -1.11 -0.15 13.61 " 3.49 -1.14 -0.59 12.95 " 5.24 -1.18 -1.04 11.53 " 6.99 -1.22 -1.48 9.33 " 8.74 -1.25 -1.92 6.35 " 10.48 -1.29 -2.37 2.61 " 12.23 -1.33 -2.81 -1.91 " 13.98 -1.36 -3.25 -7.20 " 15.72 -1.40 -3.70 -13.27 " Roof Live loads 0.00 -1.03 0.09 7.54 " 1.75 -1.05 -0.18 7.46 " 3.49 -1.07 -0.44 6.91 " 5.24 -1.09 -0.71 5.91 " 6.99 -1.12 -0.97 4.44 " 8.74 -1.14 -1.24 2.51 " 10.48 -1.16 -1.50 0.12 " 12.23 -1.18 -1.77 -2.74 " 13.98 -1.20 -2.03 -6.06 " 15.72 -1.23 -2.30 -9.84 " Wind loads 0.00 0.69 -0.21 -9.40 " 1.75 0.71 0.09 -9.50 " 3.49 0.74 0.40 -9.07 " 5.24 0.77' 0.71 -8.11 " 6.99 0.79 1.01 -6.60 " 8.74 0.82 1.32 -4.57 " 10.48 0.84 1.63 -2.00 " 12.23 0.87 1.93 1.11 " 13.98 0.89 2.24 4.75 " 15.72 0.92 2.54 8.93 M4 Dead loads 0.00 -0.45 0.19 -1.84 " 1.67 -0.45 0.19 -1.52 " 3.33 -0.45 0.19 -1.20 " 5.00 -0.45 0.19 -0.88 " 6.67 -0.45 0.19 -0.56 " 8.33 -0.45 0.19 -0.23 " 10.00 -0.45 0.19 0.09 " 11.67 -0.45 0.19 0.41 " 13.33 -0.45 0.19 0.73 " 15.00 -0.45 0.19 1.06 37 9- LRFD A4-1 0.00 -0.63 0.27 Member Load Case Offset ft Fx K FY K Mz K -ft 9- LRFD A4-1 0.00 -0.63 0.27 -2.58 " 1.67 -0.63 0.27 -2.13 " 3.33 -0.63 0.27 -1.68 " 5.00 -0.63 0.27 -1.23 " 6.67 -0.63 0.27 -0.78 " 8.33 -0.63 0.27 -0.33 " 10.00 -0.63 0.27 0.12 " 11.67 -0.63 0.27 0.58 " 13.33 -0.63 0.27 1.03 " 15.00 -0.63 0.27 1.48 LRFD A4 -2a 0.00 -1.73 0.75 -7.13 " 1.67 -1.73 0.75 -5.89 " 3.33 -1.73 0.75 -4.64 " 5.00 -1.73 0.75 -3.40 " 6.67 -1.73 0.75 -2.15 " 8.33 -1.73 0.75 -0.90 " 10.00 -1.73 0.75 0.35 " 11.67 -1.73 0.75 1.59 " 13.33 -1.73 0.75 2.84 " 15.00 -1.73 0.75 4.08 LRFD A4 -2b 0.00 -0.54 0.23 --2.21 " 1.67 -0.54 0.23 -1.83 " 3.33 -0.54 0.23 -1.44 " 5.00 -0.54 0.23 -1.05 " 6.67 -0.54 0.23 -0.67 " 8.33 -0.54 0.23 -0.28 " 10.00 -0.54 0.23 0.11 " 11.67 -0.54 0.23 0.49 " 13.33 -0.54 0.23 0.88 " 15.00 -0.54 0.23 1.27 LRFD A4 -3a 0.00 -4.36 1.88 -17.96 " 1.67 -4.36 1.88 -14.82 " 3.33 -4.36 1.88 -11.68 " 5.00 -4.36 1.88 -8.55 " 6.67 -4.36 1.88 -5.41 " 8.33 -4.36 1.88 -2.27 " 10.00 -4.36 1.88 0.87 " 11.67 -4.36 1.88 4.01 " 13.33 -4.36 1.88 7.14 " 15.00 -4.36 ' 1.88 10.28 LRFD A4 -3b 0.00 -2.27 1.32 -10.81 " 1.67 -2.27 1.32 -8.61 " 3.33 -2.27 1.32 -6.42 " 5.00 -2.27 1.32 -4.22 " 6.67 -2.27 1.32 -2.02 " 8.33 -2.27 1.32 0.18 " 10.00 -2.27 1.32 2.38 " 11.67 -2.27 1.32 4.58 " 13.33 -2.27 1.32 6.77 " 15.00 -2.27 1.32 8.97 LRFD A4 -3d 0.00 1.55 -0.33 4.93 " 1.67 1.55 -0.33 4.38 " 3.33 1.55 -0.33 3.83 " 5.00 1.55 -0.33 3.27 " 6.67 1.55 -0.33 2.72 " 8.33 1.55 -0.33 2.17 " 10.00 1.55 -0.33 1.62 " 11.67 1.55 -0.33 1.06 " 13.33 1.55 -0.33 0.51 " 15.00 1.55 -0.33 -0.04 LRFD A4 -4a 0.00 1.66 -0.17 4.48 " 1.67 1.66 -0.17 4.20 " 3.33 1.66 -0.17 3.92 " 5.00 1.66 -0.17 3.64 - 7 b Member Load Case Offset FX FY Mz ft K K K -ft " 6.67 1.66 -0.17 3.36 " 8.33 1.66 -0.17 3.08 " 10.00 1.66 -0.17 2.80 " 11.67 1.66 -0.17 2.52 " 13.33 1.66 -0.17 2.24 " 15.00 1.66 -0.17 1.96 " LRFD A4 -4b 0.00 2.86 -0.68 9.40 " 1.67 2.86 -0.68 8.26 " 3.33 2.86 -0.68 7.12 " 5.00 2.86 -0.68 5.98 " 6.67 2.86 -0.68 4.84 " 8.33 2.86 -0.68 3.70 " 10.00 2.86 -0.68 2.56 " 11.67 2.86 -0.68 1.42 " 13.33 2.86 -0.68 0.28 " 15.00 2.86 -0.68 -0.86 " LRFD A4 -5a 0.00 -0.54 0.23 -2.21 " 1.67 -0.54 0.23 -1.83 " 3.33 -0.54 0.23 -1.44 " 5.00 -0.54 0.23 -1.05 " 6.67 -0.54 0.23 -0.67 " 8.33 -0.54 0.23 -0.28 " 10.00 -0.54 0.23 0.11 " 11.67 -0.54 0.23 0.49 " 13.33 -0.54 0.23 0.88 " 15.00 -0.54 0.23 1.27 " LRFD A4 -5b 0.00 -0.54 0.23 -2.21 " 1.67 -0.54 0.23 -1.83 " 3.33 -0.54 0.23 -1.44 " 5.00 -0.54 0.23 -1.05 " 6.67 -0.54 0.23 -0.67 " 8.33 -0.54 0.23 -0.28 " 10.00 -0.54 0.23 0.11 " 11.67 -0.54 0.23 0.49 " 13.33 -0.54 0.23 0.88 " 15.00 -0.54 0.23 1.27 " LRFD A4 -6a 0.00 2.99 -0.74 9.95 " 1.67 2.99 -0.74 8.71 " 3.33 2.99 -0.74 7:48 " 5.00 2.99 -0.74 6.24 " 6.67 2.99 -0.74 5.00 " 8.33 2.99 -0.74 3.77 " 10.00 2.99 -0.74 2.53 " 11.67 2.99 -0.74 1.30 " 13.33 2.99 -0.74 0.06 " 15.00 2.99 -0.74 -1.18 " LRFD A4 -6b 0.00 -3.80 1.09 -13.27 " 1.67 -3.80 1.09 -11.45 " 3.33 -3.80 1.09 -9.64 " 5.00 -3.80 1.09 -7.82 " 6.67 -3.80 1.09 -6.00 " 8.33 -3.80 1.09 -4.19 " 10.00 -3.80 1.09 -2.37 " 11.67 -3.80 1.09 -0.56 " 13.33 -3.80 1.09 1.26 " 15.00 -3.80 1.09 3.08 " Roof Live loads 0.00 -2.39 1.03 -9.84 " 1.67 -2.39 1.03 -8.12 " 3.33 -2.39 1.03 -6.40 " 5.00 -2.39 1.03 -4.68 " 6.67 -2.39 1.03 -2.96 " 8.33 -2.39 1.03 -1.24 " 10.00 -2.39 1.03 0.48 " 11.67 -2.39 1.03 2.19 -10- Member Internal Stresses Member Load Case Offset ft fa Ksi fb+y Ksi Member Load Case Offset Fx Fy Mz ft K K K -ft " 13.33 -2.39 1.03 3.91 " 15.00 -2.39 1.03 5.63 " Wind loads 0.00 2.61 -0.70 8.93 " 1.67 2.61 -0.70 7.76 " 3.33 2.61 -0.70 6.58 " 5.00 2.61 -0.70 5.41 " 6.67 2.61 -0.70 4.23 " 8.33 2.61 -0.70 3.06 " 10.00 2.61 -0.70 1.89 " 11.67 2.61 -0.70 0.71 " 13.33 2.61 -0.70 -0.46 " 15.00 2.61 -0.70 -1.64 Member Internal Stresses Member Load Case Offset ft fa Ksi fb+y Ksi fb-y Ksi fc max Ksi fc min Ksi M1 Dead loads 0.00 -0.21 -1.74 1.74 1.52 -1.95 " 1.67 -0.21 -1.21 1.21 0.99 -1.42 " 3.33 -0.21 -0.68 0.68 0.46 -0.89 " 5.00 -0.21 -0.15 0.15 -0.06 -0.37 " 6.67 -0.21 0.38 -0.38 0.17 -0.60 " 8.33 -0.21 0.91 -0.91 0.70 -1.13 " 10.00 -0.21 1.44 -1.44 1.23 -1.66 " 11.67 -0.21 1.97 -1.97 1.76 -2.19 " 13.33 -0.21 2.50 -2.50 2.29 -2.72 " 15.00 -0.21 3.04 -3.04 2.82 -3.25 " LRFD A4-1 0.00 -0.30 -2.43 2.43 2.13 -2.73 " 1.67 -0.30 -1.69 1.69 1.39 -1.99 " 3.33 -0.30 -0.95 0.95 0.65 -1.25 " 5.00 -0.30 -0.21 0.21 -0.09 -0.51 " 6.67 -0.30 0.54 -0.54 0.24 -0.84 " 8.33 -0.30 1.28 -1.28 0.98 -1.58 " 10.00 -0.30 2.02 -2.02 1.72 -2.32 " 11.67 -0.30 2.76 -2.76 2.46 -3.06 " 13.33 -0.30 3.51 -3.51 3.21 -3.81 " 15.00 -0.30 4.25 -4.25 3.95 -4.55 " LRFD A4 -2a 0.00 -0.83 -6.72 6.72 5.89 -7.55 " 1.67 -0.83 -4.67 4.67 3.84 -5.50 " 3.33 -0.83 -2.62 2.62 1.79 -3.45 " 5.00 -0.83 -0.57 0.57 -0.24 -1.42 " 6.67 -0.83 1.48 -1.48 0.65 -2.31 " 8.33 -0.83 3.53 -3.53 2.70 -4.36 " 10.00 -0.83 5.58 -5.58 4.76 -6.41 " 11.67 -0.83 7.63 -7.63 6.81 -8.46 " 13.33 -0.83 9.68 -9.68 8.86 -10.51 " 15.00 -0.83 11.74 -11.74 10.91 -12.56 " LRFD A4 -2b 0.00 -0.26 -2.09 2.09 1.83. -2.34 "1,1.67 -0.26 -1.45 1.45 1.19 -1.71 " 3.33 -0.26 -0.81 0.81 0.56 -1.07 " 5.00 -0.26 -0.18 0.18 -0.07 -0.44 " 6.67 -0.26 0.46 -0.46 0.20 -0.72 " 8.33 -0.26 1.10 -1.10 0.84 -1.35 " 10.00 -0.26 1.73 -1.73 1.48 -1.99 " 11.67 -0.26 2.37 -2.37 2.11 -2.63 " 13.33 -0.26 3.01 -3.01 2.75 -3.26 " 15.00 -0.26 3.64 -3.64 3.39 -3.90 " LRFD A4 -3a 0.00 -2.06 -16.92 16.92 14.83 -19.00 "111.67 -2.08 -11.76 11.76 9.67 -13.84 " 3.33 -2.08 -6.59 6.59 4.51 -8.68 " 5.00 -2.08 -1.43 1.43 -0.60 -3.57 -11- L 113 Member Load Case Offset fa fb+y fb-y fc max fc min ft Ksi Ksi Ksi Ksi Ksi " 6.67 -2.08 3.73 -3.73 1.65 -5.81 " 8.33 -2.08 8.89 -8.89 6.81 -10.98 " 10.00 -2.08 14.06 -14.06 11.97 -16.14 " 11.67 -2.08 19.22 -19.22 17.13 -21.30 " 13.33 -2.08 24.38 -24.38 22.29 -26.4.6 " 15.00 -2.08 29.54 -29.54 27.46 -31.63 LRFD A4 -3b 0.00 -0.97 4.89 -4.89 3.93 -5.86 " 1.67 -0.97 3.04 -3.04 2.08 -4.01 " 3.33 -0.97 1.84 -1.84 0.87 -2.80 " 5.00 -0.97 1.27 -1.27 0.31 -2.24 " 6.67 -0.97 1.35 -1.35 0.38 -2.32 " 8.33 -0.97 2.07 -2.07 1.10 -3.04 " 10.00 -0.97 3.44 -3.44 2.47 -4.40 " 11.67 -0.97 5.44 -5.44 4.47 -6.41 " 13.33 -0.97 8.09 -8.09 7.12 -9.06 " 15.00 -0.97 11.38 -11.38 10.41 -12.35 LRFD A4 -3d 0.00 0.86 19.72 -19.72 20.58 -18.86 " 1.67 0.86 13.35 -13.35 14.21 -12.49 " 3.33 0.86 7.62 -7.62 8.48 -6.76 " 5.00 0.86 2.53 -2.53 3.39 -1.67 " 6.67 0.86 -1.92 1.92 2.78 -1.06 " 8.33 0.86 -5.73 5.73 6.59 -4.87 " 10.00 0.86 -8.89 8.89 9.75 -8.03 " 11.67 0.86 -11.41 11.41 12.27 -10.55 " 13.33 0.86 -13.28 13.28 14.14 -12.42 " 15.00 0.86 -14.52 14.52 15.38 -13.66 LRFD A4 -4a 0.00 0.99 28.72 -28.72 29.71 -27.73 " 1.67 0.99 19.38 -19.38 20.37 -18.39 " 3.33 0.99 11.08 -11.08 12.07 -10.10 " 5.00 0.99 3.83 -3.83 4.82 -2.84 " 6.67 0.99 -2.39 2.39 3.38 -1.40 " 8.33 0.99 -7.55 7.55 8.54 -6.57 " 10.00 0.99 -11.67 11.67 12.66 -10.69 " 11.67 0.99 -14.75 14.75 15.74 -13.77 " 13.33 0.99 -16.79 16.79 17.77 -15.80 " 15.00 0.99 -17.78 17.78 18.77 -16.79 LRFD A4 -4b 0.00 1.56 33.35 -33.35 34.91 -31.80 " 1.67 1.56 22.60 -22.60 24.16 -21.04 " 3.33 1.56 12.89 -12.89 14.45 -11.33 " 5.00 1.56 4.22 -4.22 5.78 -2.66 " 6.67 1.56 -3.41 3.41 4.97 -1.85 " 8.33 1.56 -9.99 9.99 11.55 -8.43 " 10.00 1.56 -15.53 .15.53 17.08 -13.97 " 11.67 1.56 -20.02 20.02 21.58 -18.46 " 13.33 1.56 -23.46 23.46 25.02 -21.91 " 15.00 1.56 -25.87 25.87 27.43 -24.31 LRFD A4 -5a 0.00 -0.26 -2.09 2.09 1.83 -2.34 " 1.67 -0.26 -1.45 1.45 1.19 -1.71 " 3.33 -0.26 -0.81 0.81 0.56 -1.07 " 5.00 -0.26 -0.18 0.18 -0.07 -0.44 " 6.67 -0.26 0.46 -0.46 0.20 -0.72 " 8.33 -0.26 1.10 -1.10 0.84 -1.35 " 10.00 -0.26 1.73 -1.73 1.48 -1.99 " 11.67 -0.26 2.37 -2.37 2.11 -2.63 " 13.33 -0.26 3.01 -3.01 2.75 -3.26 " 15.00 -0.26 3.64 -3.64 3.39 -3.90 LRFD A4 -5b 0.00 -0.26 -2.09 2.09 1.83 -2.34 " 1.67 -0.26 -1.45 1.45 1.19 -1.71 " 3.33 -0.26 -0.81 0.81 0.56 -1.07 " 5.00 -0.26 -0.18 0.18 -0.07 -0.44 " 6.67 -0.26 0.46 -0.46 0.20 -0.72 " 8.33 -0.26 1.10 -1.10 0.84 -1.35 " 10.00 -0.26 1.73 -1.73 1.48 -1.99 " 11.67 -0.26 2.37 -2.37 2.11 -2.63 -12- s yy Member Load Case Offset fa fb+y fb-y fc max fc min ft Ksi Ksi Ksi Ksi Ksi " 13.33 -0.26 3.01 -3.01 2.75 -3.26 " 15.00 -0.26 3.64 -3.64 3.39 -3.90 LRFD A4 -6a 0.00 1.62 33.88 -33.88 35.50 -32.25 " 1.67 1.62 22.96 -22.96 24.58 -21.34 " 3.33 1.62 13.09 -13.09 14.71 -11.47 " 5.00 1.62 4.27 -4.27 5.89 -2.64 " 6.67 1.62 -3.53 3.53 5.15 -1.90 " 8.33 1.62 -10.26 10.26 11.89 -8.64 " 10.00 1.62 -15.96 15.96 17.58 -14.34 " 11.67 1.62 -20.61 20.61 22.23 -18.99 " 13.33 1.62 -24.22 24.22 25.84 -22.59 " 15.00 1.62 -26.78 26.78 28.41 -25.16 LRFD A4 -6b 0.00 -2.01 -37.00 37.00 35.00 -39.01 " 1.67 -2.01 -25.14 25.14 23.13 -27.14 " 3.33 -2.01 -14.31 14.31 12.30 -16.32 5.00 -2.01 -4.53 4.53 2.52 -6.54 " 6.67 -2.01 4.22 -4.22 2.21 -6.22 " 8.33 -2.01 11.91 -11.91 9.90 -13.92 " 10.00 -2.01 18.56 -18.56 16.55 -20.57 " 11.67 -2.01 24.16 -24.16 22.16 -26.17 " 13.33 -2.01 28.72 -28.72 26.72 -30.73 " 15.00 -2.01 32.25 -32.25 30.24 -34.25 Roof Live loads 0.00 -1.14 -9.27 9.27 8.13 -10.41 " 1.67 -1.14 -6.44 6.44 5.30 -7.58 " 3.33 -1.14 -3.61 3.61 2.47 -4.76 " 5.00 -1.14 -0.79 0.79 -0.33 -1.96 " 6.67 -1.14 2.04 -2.04 0.90 -3.19 " 8.33 -1.14 4.87 -4.87 3.73 -6.01 " 10.00 -1.14 7.70 -7.70 6.56 -8.84 " 11.67 -1.14 10.53 -10.53 9.39 -11.67 " 13.33 -1.14 13.36 -13.36 12.22 -14.50 " 15.00 -1.14 16.19 -16.19 15.05 -17.33 Wind loads 0.00 1.40 27.26 -27.26 28.66 -25.87 " 1.67 1.40 18.50 -18.50 19.89 -17.10 " 3.33 1.40 10.54 -10.54 11.93 -9.14 " 5.00 1.40 3.37 -3.37 4.77 -1.97 " 6.67 1.40 -2.98 2.98 4.38 -1.59 " 8.33 1.40 -8.53 8.53 9.93 -7.14 " 10.00 1.40 -13.28 13.28 14.68 -11.89 " 11.67 1.40 -17.23 17.23 18.62 -15.83 " 13.33 1.40 -20.36 20.36 21.76 -18.91 " 15.00 1.40 -22.70 22.70 24.10 -21.31 Dead loads 0.00 -0.11 3.04 -3.04 2.93 -3.15 " 1.75 -0.11 1.87 -1.87 1.76 -1.98 " 3.49 -0.11 0.85 -0.85 0.74 -0.95 " 5.24 -0.10 -0.04 0.04 -0.07 -0.14 " 6.99 -0.10 -0.77 0.77 0.67 -0.87 " 8.74 -0.10 -1.37 1.37 1.27 -1.47 " 10.48 -0.10 -1.82 1.82 1.72 -1.92 " 12.23 -0.10 -2.13 2.13 2.04 -2.23 " 13.98 -0.09 -2.30 2.30 2.21 -2.39 " 15.72 -0.09 -2.33 2.33 2.23 -2.42 LRFD A4-1 0.00 -0.15 4.25 -4.25 4.10 -4.40 " 1.75 -0.15 2.62 -2.62 2.47 -2.77 " 3.49 -0.15 1.19 -1.19 1.04 -1.33 " 5.24 -0:15 -0.05 0.05 0.01 -0.30 " 6.99 -0.14 -1.08 1.08 0.94 -1.22 " 8.74 -0.14 -1.91 1.91 1.77 -2.05 " 10.48 -0.14 -2.55 2.55 2.41 -2.69 " 12.23 -0.13 -2.98 2.98 2.85 -3.12 " 13.98 -0.13 -3.22 3.22 3.09 -3.35 " 15.72 -0.13 -3.26 3.26 3.13 -3.39 LRFD A4 -2a 0.00 -0.42 11.74 -11.74 11.31 -12.16 " 1.75 -0.42 7.23 -7.23 6.81 -7.65 -13- q5- Member s Member Load Case Offset fa fb+y fb-y fc max fc min ft Ksi Ksi Ksi Ksi Ksi " 3.49 -0.41 3.28 -3.28 2.87 -3.69 " 5.24 -0.40 -0.13 0.13 0.03 -0.83 " 6.99 -0.39 -2.98 2.98 2.59 -3.38 " 8.74 -0.39 -5.29 5.29 4.90 -5.68 " 10.48 -0.38 -7.04 7.04 6.66 -7.42 " 12.23 -0.37 -8.24 8.24 7.87 -8.61 " 13.98 -0.36 -8.89 8.89 8.53 -9.26 " 15.72 -0.36 -8.99 8.99 8.64 -9.35 LRFD A4 -2b 0.00 -0.13 3.64 -3.64 3.51 -3.77' " 1.75 -0.13 2.24 -2.24 2.11 -2.37 " 3.49 -0.13 1.02 -1.02 0.89 -1.14 " 5.24 -0.12 -0.04 0.04 0.01 -0.26 " 6.99 -0.12 -0.93 0.93 0.80 -1.05 " 8.74 -0.12 -1.64 1.64 1.52 -1.76 " 10.48 -0.12 -2.18 2.18 2.07 -2.30 " 12.23 -0.12 -2.56 2.56 2.44 -2.67 " 13.98 -0.11 -2.76 2.76 2.65 -2.87 " 15.72 -0.11 -2.79 2.79 2.68 -2.90 LRFD A4 -3a 0.00 -1.07 29.54 -29.54 28.48 -30.61 " 1.75 -1.05 18.20 -18.20 17.15 -19.25 " 3.49 -1.03 8.25 -8.25 7.22 -9.28 " 5.24 -1.01 -0.32 0.32 0.06 -2.09 " 6.99 -0.99 -7.51 7.51 6.52 -8.50 " 8.74 -0.97 -13.31 13.31 12.34 -14.29 " 10.48 -0.95 -17.72 17.72 16.77 -18.68 " 12.23 -0.93 -20.75 20.75 19.81 -21.68 " 13.98 -0.92 -22.39 22.39 21.47 -23.30 " 15.72 -0.90 -22.64 22.64 21.75 -23.54 LRFD A4 -3b 0.00 -0.71 11.38 -11.38 10.67 -12.09 " 1.75 -0.70 6.25 -6.25 5.55 -6.95 " 3.49 -0.69 1.79 -1.79 1.10 -2.48 " 5.24 -0.68 -1.98 1.98 1.30 -2.66 " 6.99 -0.67 -5.07 5.07 4.40 -5.74 " 8.74 -0.66 -7.48 7.48 6.81• -8.14 " 10.48 -0.65 -9.20 9.20 8.55 -9.85 " 12.23 -0.64 -10.24 10.24 9.60 -10.88 " 13.98 -0.63 -10.60 10.60 9.96 -11.23 " 15.72 -0.62 -10.27 10.27 9.65 -10.89 LRFD A4 -3d 0.00 0.23 -14.52 14.52 14.75 -14.29 1.75 0.22 -9.71 9.71 9.94 -9.49 " 3.49 0.21 -5.44 5.44 5.65 -5.22 " 5.24 0.21 -1.70 1.70 1.90 -1.49 " 6.99 0.20 1.52 -1.52 1.72 -1.32 " 8.74 0.19 4.20 -4.20 4.39 -4.00 " 10.48 0.18 6.34 -6.34 6.53 -6.16 " 12.23 0.18 7.95 -7.95 8.13 -7.77 " 13.98 0.17 9.03 -9.03 9.20 -8.86 " 15.72 0.16 9.58 -9.58 9.74 -9.42 LRFD A4 -4a 0.00 0.16 -17.78 17.78 17.94 -17.62 " 1.75 0.15 -12.20 12.20 12.35 -12.05 " 3.49 0.15 -7.21 7.21 7.36 -7.07 " 5.24 0.14 -2.82 2.82 2.96 -2.68 " 6.99 0.13 0.99 -0.99 1.15 -0.89 " 8.74 0.12 4.20 -4.20 4.32 -4.08 " 10.48 0.11 6.81 -6.81 6.93 -6.70 " 12.23 0.10 8.84 -8.84 8.94 -8.73 " 13.98 0.10 10.27 -10.27 10.36 -10.17 " 15.72 0.09 11.11 -11.11 11.20 -11.02 LRFD A4 -4b 0.00 0.45 -25.87 25.87 26.33 -25.42 " 1.75 0.44 -17.19 17.19 17.63 -16.75 " 3.49 0.43 -9.47 9.47 9.90 -9.04 " 5.24 0.41 -2.73 2.73 3.14 -2.32 " 6.99 0.40 3.04 -3.04 3.45 -2.64 " 8.74 0.39 7.84 -7.84 8.23 -7.46 -14- M Member Load Case Offset fa fb+y fb-y fc max fc min ft Ksi Ksi Ksi Ksi Ksi " 10.48 0.37 11.67 -11.67 12.04 -11.29 " 12.23 0.36 14.52 -14.52 14.88 -14.16 " 13.98 0.35 16.40 -16.40 16.75 -16.05 " 15.72 0.33 17.31 -17.31 17.65 -16.98 LRFD A4 -5a 0.00 -0.13 3.64 -3.64 3.51 -3.77 " 1.75 -0.13 2.24 -2.24 2.11 -2.37 " 3.49 -0.13 1.02 -1.02 0.89 -1.14 " 5.24 -0.12 -0.04 0.04 0.01 -0.26 " 6.99 -0.12 -0.93 0.93 0.80 -1.05 " 8.74 -0.12 -1.64 1.64 1.52 -1.76 " 10.48 -0.12 -2.18 2.18 2.07 -2.30 " 12.23 -0.12 -2.56 2.56 2.44 -2.67 " 13.98 -0.11 -2.76 2.76 2.65 -2.87 " 15.72 -0.11 -2.79 2.79 2.68 -2.90 LRFD A4 -5b 0.00 -0.13 3.64 -3.64 3.51 -3.77 " 1.75 -0.13 2.24 -2.24 2.11 -2.37 " 3.49 -0.13 1.02 -1.02 0.89 -1.14 ". 5.24 -0.12 -0.04 0.04 0.01 -0.26 " 6.99 -0.12 -0.93 0.93- 0.80 -1.05 " 8.74 -0.12 -1.64 1.64 1.52 -1.76 " 10.48 -0.12 -2.18 2.18 2.07 -2.30 " 12.23 -0.12 -2.56 2.56 2.44 -2.67 " 13.98 -0.11 -2.76 2.76 2.65 -2.87 " 15.72 -0.11 -2.79 2.79 2.68 -2.90 LRFD A4 -6a 0.00 0.49 -26.78 26.78 27.27 -26.30 " 1.75 0.47 -17.75 17.75 18.22 -17.27 " 3.49 0.46 -9.73 9.73 10.19 -9.27 " 5.24 0.45 -2.72 2.72 3.17 -2.27 " 6.99 0.43 3.28 -3.28 3.71 -2.85 " 8.74 0.42 8.25 -8.25 8.67 -7.84 " 10.48 0.40 12.21 -12.21 12.62 -11.81 " 12.23 0.39 15.16 -15.16 15.55 -14.77 " 13.98 0.38 17.09 -17.09 17.47 -16.72 " 15.72 0.36 18.01 -18.01 18.37 -17.65 LRFD A4 -6b 0.00 -0.69 32.25 -32.25 31.56 -32.93 " 1.75 -0.67 21.11 -21.11 20.45 -21.78 " 3.49 -0.65 11.25 -11.25 10.60 -11.90 " 5.24 -0.63 2.66 -2.66 2.03 -3.29 " 6.99 -0.62 -4.67 4.67 4.05 -5.28 " 8.74 -0.60 -10.72 10.72 10.12 -11.31 " 10.48 -0.58 -15.49 15.49 14.91 -16.07 " 12.23 -0.56 -19.00 19.00 18.44 -19.56 " 13.98 -0.54 -21.23 21.23 20.69 -21.78 " 15.72 -0.53 -22.20 22.20 21.67 -22.72 Roof Live loads 0.00 -0.59 16.19 -16.19 15.60 -16.77 " 1.75 -0.58 9.97 -9.97 9.40 -10.55 " 3.49 -0.56 4.51 -4.51 3.95 -5.08 " 5.24 -0.55 -0.19 0.19 -0.36 -0.75 " 6.99 -0.54 -4.12 4.12 3.58 -4.66 " 8.74 -0.53 -7.30 7.30 6.77 -7.83 " 10.48 -0.52 -9.72 9.72 9.20 -10.24 " 12.23 -0.51 -11.37 11.37 10.86 -11.89 " 13.98 -0.50 -12.27 12.27 11.77 -12.77 " 15.72 -0.49 -12.41 12.41 11.92 -12.90 Wind loads 0.00 0.45 -22.70 22.70 23.15 -22.25 " 1.75 0.44 -14.94 14.94 15.38 -14.51 " 3.49 0.43 -8.06 8.06 8.49 -7.63 " 5.24 0.41 -2.06 2.06 2.47 -1.64 " 6.99 0.40 3.06 -3.06 3.46 -2.66 " 8.74 0.39 7.30 -7.30 7.69 -6.91 " 10.48 0.38 10.66 -10.66 11.04 -10.29 " 12.23 0.37 13.14 -13.14 13.51 -12.78 " 13.98 0.35 14.74 -14.74 15.10 -14.39 " 15.72 0.34 15.46 -15.46 15.81 -15.12 -15- Member Load Case Offset fa fb+y fb-y fc max fc min ft Ksi Ksi Ksi Ksi Rai Dead loads 0.00 -0.09 -2.33 2.33 2.23 -2.42 " 1.75 -0.09 -2.30 2.30 2.21 -2.39 " 3.49 -0.10 -2.13 2.13 2.04 -2.23 " 5.24 -0.10 -1.82 1.82 1.72 -1.92 " 6.99 -0.10 -1.37 1.37 1.27 -1.47 " 8.74 -0.10 -0.77 0.77 0.67 -0.88 " 10.48 -0.10 -0.04 0.04 -0.07 -0.14 " 12.23 -0.11 0.85 -0.85 0.74 -0.95 " 13.98 -0.11 1.87 -1.87 1.76 -1.98 " 15.72 -0.11 3.04 -3.04 2.93 -3.15 LRFD A4-1 0.00 -0.13 -3.26 3.26 3.13 -3.39 " 1.75 -0.13 -3.22 3.22 3.09 -3.35 " 3.49 -0.13 -2.98 2.98 2.85 -3.12 " 5.24 -0.14 -2.55 2.55 2.41 -2.69 " 6.99 -0.14 -1.92 1.92 1.78 -2.06 " 8.74 -0.14 -1.08 1.08 '0.94 -1.22 " 10.48 -0.15 -0.05 0.05 0.01 -0.30 " 12.23 -0.15 1.19 -1.19 1.04 -1.33 " 13.98 -0.15 2.62 -2.62 2.47 -2.77 " 15.72 -0.15 4.25 -4.25 4.10 -4.40 LRFD A4 -2a 0.00 -0.36 -8.99 8.99 8.64 -9.35 " 1.75 -0.36 -8.89 8.89 8.53 -9.26 " 3.49 -0.37 -8.24 8.24 7.87 -8.61 " 5.24 -0.38 -7.04 7.04 6.66 -7.42 " 6.99 -0.39 -5.29 5.29 4.90 -5.68 " 8.74 -0.39 -2.99 2.99 2.59 -3.38 " 10.48 -0.40 -0.13 0.13 0.03 -0.83 " 12.23 -0.41 3.27 -3.27 2.86 -3.68 " 13.98 -0.42 7.23 -7.23 6.81 -7.65 " 15.72 -0.42 11.74 -11.74 11.31 -12.16 LRFD A4 -2b 0.00 -0.11 -2.79 2.79 2.68 -2.90 " 1.75 -0.11 -2.76 2.76 2.65 -2.87 " 3.49 -0.12 -2.56 2.56 2.44 -2.67 " 5.24 -0.12 -2.19 2.19 2.07 -2.30 " 6.99 -0.12 -1.64 1.64 1.52 -1.76 " 8.74 -0.12 -0.93 0.93 0.80 -1.05 " 10.48 -0.12 -0.04 0.04 0.01 -0.26 " 12.23 -0.13 1.02 -1.02 0.89 -1.14 " 13.98 -0.13 2.24 -2.24 2.11 -2.37 " 15.72 -0.13 3.64 -3.64 3.51 -3.77 LRFD A4 -3a 0.00 -0.90 -22.64 22.64 21.75 -23.54 " 1.75 -0.92 -22.39 22.39 21.47 -23.30 " 3.49 -0.93 -20.75 20.75 19.82 -21.68 " 5.24 -0.95 -17.73 17.73 16.77 -18.68 " 6.99 -0.97 -13.32 13.32 12.34 -14.29 " 8.74 -0.99 -7.52 7.52 6.53 -8.51 " 10.48 -1.01 -0.33 0.33 0.07 -2.09 " 12.23 -1.03 8.24 -8.24 7.21 -9.27 " 13.98 -1.05 18.19 -18.19 17.14 -19.24 " 15.72 -1.07 29.54 -29.54 28.48 -30.61 LRFD A4 -3b 0.00 -0.63 -10.27 10.27 9.64 -10.90 " 1.75 -0.64 -9.88 9.88 9.24 -10.53 " 3.49 -0.65 -8.81 8.81 8.16 -9.47 " 5.24 -0.66 -7.06 7.06 6.40 -7.72 " 6.99 -0.67 -4.63 4.63 3.96 -5.30 " 8.74 -0.68 -1.51 1.51 0.83 -2.19 " 10.48 -0.69 2.29 -2.29 1.60 -2.98 " 12.23 -0.70 6.77 -6.77 6.07 -7.47 " 13.98 -0.71 11.94 -11.94 11.23 -12.65 " 15.72 -0.72 17.79 -17.79 17.07 -18.51 LRFD A4 -3d 0.00 0.15 9.58 -9.58 9.73 -9.43 " 1.75 0.16 9.74 -9.74 9.90 -9.58 " 3.49 0.17 9.38 -9.38 9.54 -9.21 " 5.24 0.18 8.48 -8.48 8.65 -8.30 -16- y00 Member Load Case Offset fa fb+y fb-y fc max fc min ft Ksi Ksi Ksi Ksi Ksi " 6.99 0.18 7.05 -7.05 7.23 -6.86 " 8.74 0.19 5.08 -5.08 5.27 -4.89 " 10.48 0.20 2.58 -2.58 2.78 -2.38 " 12.23 0.20 -0.45 0:45 0.67 -0.26 " 13.98 0.21 -4.01 4.01 4.23 -3.80 " 15.72 0.22 -8.11 8.11 8.33 -7.89 LRFD A4 -4a 0.00 0.07 11.11 -11.11 11.18 -11.04 " 1.75 0.08 11.43 -11.43 11.51 -11.35 " 3.49 0.09 11.15 -11.15 11.24 -11.06 " 5.24 0.10 10.29 -10.29 10.38 -10.19 " 6.99 0.10 8.83 -8.83 8.93 -8.72 " 8.74 0.11 6.77 -6.77 6.89 -6.66 " 10.48 0.12 4.13 -4.13 4.25 -4.01 " 12.23 0.13 0.89 -0.89 1.02 -0.76 " 13.98 0.14 -2.94 2.94 3.08 -2.80 " 15.72 0.15 -7.37 7.37 7.51 -7.22 LRFD A4 -4b 0.00 0.32 17.31 -17.31 17.63 -16.99 " 1.75 0.33 17.56 -17.56 17.89 -17.23 " 3.49 0.34 16.84 -16.84 17.18 -16.49 " 5.24 0.36 15.14 -15.14 15.50 -14.78 " 6.99 0.37 12.48 -12.48 12.85 -12.10 " 8.74 0.38 8.83 -8.83 9.22 -8.45 " 10.48 0.40 4.22 -4.22 4.61 -3.82 " 12.23 0.41 -1.37 1.37 1.80 -0.98 " 13.98 0.43 -7.93 7.93 8.35 -7.50 " 15.72 0.44 -15.46 15.46 15.90 -15.02 LRFD A4 -5a 0.00 -0.11 -2.79 2.79 2.68 -2.90 " 1.75 -0.11 -2.76 2.76 2.65 -2.87 " 3.49 -0.12 -2.56 2.56 2.44 -2.67 " 5.24 -0.12 -2.19 2.19 2.07 -2.30 " 6.99 -0.12 -1.64 1.64 1.52 -1.76 " 8.74 -0.12 -0.93 0.93 0.80 -1.05 " 10.48 -0.12 -0.04 0.04 0.01 -0.26 " 12.23 -0.13 1.02 -1.02 0.89 -1.14 " 13.98 -0.13 2.24 -2.24 2.11 -2.37 " 15.72 -0.13 3.64 -3.64 3.51 -3.77 LRFD A4 -5b 0.00 -0.11 -2.79 2.79 2.68 -2.90 " 1.75 -0.11 -2.76 2.76 2.65 -2.87 " 3.49 -0.12 -2.56 2.56 2.44 -2.67 " 5.24 -0.12 -2.19 2.19 2.07 -2.30 " 6.99 -0.12 -1.64 1.64 1.52 -1.76 " 8.74 -0.12 -0.93 0.93 0.80 -1.05 " 10.48 -0.12 -0:04 0.04 0.01 -0.26 " 12.23 -0.13 1.02 -1.02 0.89 -1.14 " 13.98 -0.13 2.24 -2.24 2.11 -2.37 " 15.72 -0.13 3.64 -3.64 3.51 -3.77 LRFD A4 -6a 0.00 0.35 18.01 -18.01 18.36 -17.66 " 1.75 0.36 18.25 -18.25 18.61 -17.89 " 3.49 0.37 17.48 -17.48 17.85 -17.10 " 5.24 0.39 15.69 -15.69 16.08 -15.30 " 6.99 0.40 12.89 -12.89 13.29 -12.48 " 8.74 0.42 9.07 -9.07 9'.48 -8.65 " 10.48 0.43 4.23 -4.23 4.66 -3.80 " 12.23 0.44 -1.62 1.62 2.08 -1.20 " 13.98 0.46 -8.49 8.49 8.94 -8.03 " 15.72 0.47 -16.37 16.37 16.84 -15.90 LRFD A4 -6b 0.00 -0.51 -22.20 22.20 21.69 -22.71 " 1.75 -0.53 -22.39 22.39 21.86 -22.92 " 3.49 -0.55 -21.31 21.31 20.77 -21.86 " 5.24 -0.56 -18.97 18.97 18.40 -19.53 " 6.99 -0.58 -15.35 15.35 14.77 -15.93 " 8.74 -0.60 -10.46 10.46 9.86 -11.05 " 10.48 -0.62 -4.29 4.29 3.67 -4.90 " 12.23 -0.63 3.15 -3.15 2.51 -3.78 -17- Member Load Case Offset fa fb+y fb-y fc max fc min ft Ksi Ksi Ksi Ksi Ksi " 13.98 -0.65 11.85 -11.85 11.20 -12.50 " 15.72 -0.67 21.83 -21.83 21.16 -22.50 Roof Live loads 0.00 -0.49 -12.41 12.41 11.92 -12.90 " 1.75 -0.50 -12.27 12.27 11.77 -12.77 " 3.49 -0.51 -11.38 11.38 10.86 -11.89 " 5.24 -0.52 -9.72 9.72 9.20 -10.24 " 6.99 -0.53 -7.30 7.30 6.77 -7.84 " 8.74 -0.54 -4.12 4.12 3.58 -4.67 " 10.48 -0.55 -0.19 0.19 -0.36 -0.75 " 12.23 -0.56 4.51 -4.51 3.94 -5.07 " 13.98 -0.58 9.97 -9.97 9.39 -10.54 " 15.72 -0.59 16.19 -16.19 15.60 -16.77 Wind loads 0.00 0.33 15.46 -15.46 15.79 -15.14 " 1.75 0.34 15.63 -15.63 15.97 -15.29 " 3.49 0.35 14.93 -14.93 15.28 -14.57 " 5.24 0.37 13.34 -13.34 13.70 -12.97 " 6.99 0.38 10.87 -10.87 11.24 -10.49 " 8.74 0.39 7.51 -7.51 7.90 -7.12 " 10.48 0.40 3.29 -3.29 3.69 -2.89 " 12.23 0.41 -1.83 1.83 2.24 -1.41 " 13.98 0.43 -7.82 7.82 8.25 -7.39 " 15.72 0.44 -14.69 14.69 15.13 -14.26 Dead loads 0.00 -0.21 3.04 -3.04 2.82 -3.25 " 1.67 -0.21 2.51 -2.51 2.29 -2.72 " 3.33 -0.21 1.97 -1.97 1.76 -2.19 " 5.00 -0.21 1.44 -1.44 1.23 -1.66 " 6.67 -0.21 0.91 -0.91 0.70 -1.13 " 8.33 -0.21 0.38 -0.38 0.17 -0.60 " 10.00 -0.21 -0.15 0.15 -0.06 -0.37 " 11.67 -0.21 -0.68 0.68 0.46 -0.89 " 13.33 -0.21 -1.21 1.21 0.99 -1.42 " 15.00 -0.21 -1.74 1.74 1.52 -1.95 LRFD A4-1 0.00 -0.30 4.25 -4.25 3.95 -4.55 " 1.67 -0.30 3.51 -3.51 3.21 -3.81 " 3.33 -0.30 2.76 -2.76 2.47 -3.06 " 5.00 -0.30 2.02 -2.02 1.72 -2.32 " 6.67 -0.30 1.28 -1.28 0.98 -1.58 " 8.33 -0.30 0.54 -0.54 0.24 -0.84 " 10.00 -0.30 -0.21 0.21 -0.09 -0.51 " 11.67 -0.30 -0.95 0.95 0.65 -1.25 " 13.33 -0.30 -1.69 1.69 1.39 -1.99 " 15.00 -0.30 -2.43 2.43 2.13 -2.73 LRFD A4 -2a 0.00 -0.83 11.74 -11.74 10.91 -12.56 " 1.67 -0.83 9.69 -9.69 8.86 -10.51 " 3.33 -0.83 7.64 -7.64 6.81 -8.46 " 5.00 -0.83 5.59 -5.59 4.76 -6.41 " 6.67 -0.83 3.53. -3.53 2.71 -4.36 " 8.33 -0.83 1.48 -1.48 0.66 -2.31 " 10.00 -0.83 -0.57 0.57 -0.24 -1.42 " 11.67 -0.83 -2.62 2.62 1.79 -3.45 " 13.33 -0.83 -4.67 4.67 3.84 -5.50 " 15.00 -0.83 -6.72 6.72 5.89 -7.55 LRFD A4 -2b 0.00 -0.26 3.64 -3.64 3.39 -3.90 " 1.67 -0.26 3.01 -3.01 2.75 -3.26 " 3.33 -0.26 2.37 -2.37 2.11 -2.63 " 5.00 -0.26 1.73 -1.73 1.48 -1.99 " 6.67 -0.26 1.10 -1.10 0.84 -1.35 " 8.33 -0.26 0.46 -0.46 0.20 -0.72 " 10.00 -0.26 -0.18 0.18 -0.07 -0.44 " 11.67 -0.26 -0.81 0.81 0.56 -1.07 " 13.33 -0.26 -1.45 1.45 1.19 -1.71 " 15.00 -0.26 -2.09 2.09 1.83 -2.34 LRFD A4 -3a 0.00 -2.08 29.54 -29.54 27.46 -31.63 " 1.67 -2.08 24.38 -24.38 22.30 -26.47 -18- Sb Member Load Case Offset fa fb+y fb-y fc max fc min ft Ksi Ksi Ksi Ksi Ksi " 3.33 -2.08 19.22 -19.22 17.14 -21.31 " 5.00 -2.08 14.06 -14.06 11.98 -16.15 " 6.67 -2.08 8.90 -8.90 6.81 -10.98 " 8.33 -2.08 3.74 -3.74 1.65 -5.82 " 10.00 -2.08 -1.43 1.43 -0.60 -3.57 " 11.67 -2.08 -6.59 6.59 4.51 -8.67 " 13.33 -2.08 -11.75 11.75 9.67 -13.83 " 15.00 -2.08 -16.92 16.92 14.83 -19.00 " LRFD A4 -3b 0.00 -1.09 17.79 -17.79 16.70 -18.87 " 1.67 -1.09 14.17 -14.17 13.09 -15.26 " 3.33 -1.09 10.56 -10.56 9.47 -11.64 " 5.00 -1.09 6.94 -6.94 5.86 -8.03 " 6.67 -1.09 3.32 -3.32 2.24 -4.41 " 8.33 -1.09 -0.29 0.29 -0.48 -1.70 " 10.00 -1.09 -3.91 3.91 2.83 -5.00 " 11.67 -1.09 -7.53 7.53 6.44 -8.61 " 13.33 -1.09 -11.14 11.14 10.06 -12.23 " 15.00 -1.09 -14.76 14.76 13.68 -15.85 " LRFD A4 -3d 0.00 0.74 -8.11 8.11 8.85 -7.37 " 1.67 0.74 -7.20 7.20 7.95 -6.46 " 3.33 0.74 -6.30 6.'30 7.04 -5.55 " 5.00 0.74 -5.39 5.39 6.13 -4.65 " 6.67 0.74 -4.48 4.48 5.22 -3.74 " 8.33 0.74 -3.57 3.57 4.31 -2.83 " 10.00 0.74 -2.66 2.66 3.40 -1.92 " 11.67 0.74 -1.75 1.75 2.49 -1.01 " 13.33 0.74 -0.84 0.84 1.58 -0.10 " 15.00 0.74 0.07 -0.07 0.81 0.67 " LRFD A4 -4a 0.00 0.79 -7.37 7.37 8.16 -6.57 " 1.67 0.79 -6.91 6.91 7.70 -6.11 " 3.33 0.79 -6.44 6.44 7.24 -5.65 " 5.00 0.79 -5.98 5.98 6.78 -5.19 " 6.67 0.79 -5.52 5.52 6.32 -4.73 " 8.33 0.79 -5.06 5.06 5.86 -4.27 " 10.00 0.79 -4.60 4.60 5.40 -3.81 " 11.67 0.79 -4.14 4.14 4.94 -3.35 " 13.33 0.79 -3.68 3.68 4.48 -2.89 " 15.00 0.79 -3.22 3.22 4.01 -2.43 " LRFD A4 -4b 0.00 1.37 -15.46 15.46 16.83 -14.09 "111.67 1.37 -13.59 13.59 14.95 -12.22 "If3.33 1.37 -11.71 11.71 13.08 -10.35 " 5.00 1.37 -9.84 9.84 11.20 -8.47 " 6.67 1.37 -7.96 7.96 9.33 -6.60 " 8.33 1.37 -6.09 6.09 7.45 -4.72 " 10.00 1.37 -4.21 4.21 5.58 -2.85 " 11.67 1.37 -2.34 2.34 3.70 -0.97 " 13.33 1.37 -0.46 0.46 1.83 0.90 " 15.00 1.37 1.41 -1.41 .2.78 -0.05 " LRFD A4 -5a 0.00 -0.26 3.64 -3.64 3.39 -3.90 " 1.67 -0.26 3.01 -3.01 2.75 -3.26 " 3.33 -0.26 2.37 -2.37 2.11 -2.63 " 5.00 -0.26 1.73 -1.73 1.48 -1.99 " 6.67 -0.26 1.10 -1.10 0.84 -1.35 " 8.33 -0.26 0.46 -0.46 0.20 -0.72 " 10.00 -0.26 -0.18 0.18 -0.07 -0.44 " 11.67 -0.26 -0.81 0.81 0.56 -1.07 " 13.33 -0.26 -1.45 1.45 1.19 -1.71 " 15.00 -0.26 -2.09 2.09 1.83 -2.34 " LRFD A4 -5b 0.00 -0.26 3.64 -3.64 3.39 -3.90 " 1.67 -0.26 3.01 -3.01 2.75 -3.26 " 3.33 -0.26 2.37 -2.37 2.11 -2.63 " 5.00 -0.26 1.73 -1.73 1.48 -1.99 " 6.67 -0.26 1.10 -1.10 0.84 -1.35 " 8.33 -0.26 0.46 -0.46 0.20 -0.72 -19- . Sb 57 Member Load Case Offset fa fb+y fb-y fc max fc min ft Ksi Ksi Ksi Ksi Ksi " 10.00 -0.26 -0.18 0.18 -0.07 -0.44 " 11.67 -0.26 -0.81 0.81 0.56 -1.07 " 13.33 -0.26 -1.45 1.45 1.19 -1.71 " 15.00 -0.26 -2.09 2.09 1.83 -2.34 LRFD A4 -6a 0.00 1.43 -16.37 16.37 17.80 -14.94 " 1.67 1.43 -14.34 14.34 15.77 -12.91 " 3.33 1.43 -12.30 12.30 13.73 -10.87 " 5.00 1.43 -10.27 10.27 11.70 -8.84 " 6.67 1.43 -8.24 8.24 9.66 -6.81 " 8.33 1.43 -6.20 6.20 7.63 -4.77 " 10.00 1.43 -4.17 4.17 5.60 -2.74 " 11.67 1.43 -2.13 2.13 3.56 -0.70 " 13.33 1.43 -0.10 0.10 1.57 1.29 " 15.00 1.43 1.94 -1.94 3.37 -0.51 LRFD A4 -6b 0.00 -1.81 21.83 -21.83 20.02 -23.65 " 1.67 -1.81 18.85 -18.85 17.03 -20.66 " 3.33 -1.81 15.86 -15.86 14.04 -17.67 " 5.00 -1.81 12.87 -12.87. 11.06 -14.69 " 6.67 -1.81 9.88 -9.88 8.07 -11.70 " 8.33 -1.81 6.89 -6.89 5.08 -8.71 " 10.00 -1.81 3.90 -3.90 2.09 -5.72 " 11.67 -1.81 0.91 -0.91 -0.90 -2.73 " 13.33 -1.81 -2.07 2.07 0.26 -3.89 " 15.00 -1.81 -5.06 5.06 3.25 -6.88 Roof Live loads 0.00 -1.14 16.19 -16.19 15.05 -17.33 " 1.67 -1.14 13.36 -13.36 12.22 -14.50 " 3.33 -1.14 10.53 -10.53 9.39 -11.67 " 5.00 -1.14 7.70 -7.70 6.56 -8.85 " 6.67 -1.14 4.87 -4.87 3.73 -6.02 " 8.33 -1.14 2.05 -2.05 0.91 -3.19 " 10.00 -1.14 -0.78 0.78 -0.33 -1.95 " 11.67 -1.14 -3.61 3.61 2.47 -4.75 " 13.33 -1.14 -6.44 6.44 5.30 -7.58 " 15.00 -1.14 -9.27 9.27 8.13 -10.41 Wind loads 0.00 1.25 -14.69 14.69 15.94 -13.45 " 1.67 1.25 -12.76 12.76 14.0.1 -11.52 " 3.33 1.25 -10.83 10.83 12.08 -9.58 " 5.00 1.25 -8.90 8.90 10.15 -7.65 " 6.67 1.25 -6.97 6.97 8.22 -5.72 " 8.33 1.25 -5.04 5.04 6.28 -3.79 " 10.00 1.25 -3.10 3.10 4.35 -1.86 " 11.67 1.25 -1.17 1.17 2.42 0.08 " 13.33 1.25 0.76 -0.76 2.01 0.49 " 15.00 1.25 2.69 -2.69 3.94 -1.44 Nodal Displacements Node Load Case DX in DY in RZ deg N1 Dead loads 0.00 0.00 0.00 " LRFD A4-1 0.00 0.00 0.00 " LRFD A4 -2a 0.00 0.00 0.00 " LRFD A4 -2b 0.00 0.00 0.00 " LRFD A4 -3a 0.00 0.00 0.00 " LRFD A4 -3b 0.00 0.00 0.00 " LRFD A4 -3d 0.00 0.00 -0.00 " LRFD A4 -4a 0.00 0.00 -0.00 " LRFD A4 -4b 0.00 0.00 -0.00 " LRFD A4 -5a 0.00 0.00 0.00 " LRFD A4 -5b 0.00 0.00 0.00 " LRFD A4 -6a 0.00 0.00 -0.00 -20- 52 - Node Load Case DX DY RZ in in deg LRFD A4 -6b 0.00 0.00 0.00 Roof Live loads 0.00 0.00 0.00 Wind loads 0.00 0.00 -0.00 Dead loads -0.01 -0.00 -0.04 LRFD A4-1 -0.02 -0.00 -0.05 LRFD A4 -2a -0.05 -0.01 -0.15 LRFD A4 -2b -0.01 -0.00 -0.05 LRFD A4 -3a -0.12 -0.01 -0.37 LRFD A4 -3b 0.25 -0.01 -0.22 LRFD A4 -3d 0.35 0.01 0.10 LRFD A4 -4a 0.54 0.01 0.10 LRFD A4 -4b 0.58 0.01 0.20 LRFD A4 -5a -0.01 -0.00 -0.05 LRFD A4 -5b -0.01 -0.00 -0.05 LRFD A4 -6a 0.58 0.01 0.21 LRFD A4 -6b -0.60 -0.01 -0.28 Roof Live loads -0.06 -0.01 -0.20 Wind loads 0.45 0.01 0.19 Dead loads 0.00 -0.15 0.00 LRFD A4-1 0.00 -0.21 0.00 LRFD A4 -2a 0.00 -0.59 0.00 LRFD A4 -2b 0.00 -0.18 0.00 LRFD A4 -3a 0.00 -1.48 0.00 LRFD A4 -3b 0.30 -0.67 0.03 LRFD A4 -3d 0.30 0.63 0.03 LRFD A4 -4a 0.48 0.73 0.05 LRFD A4 -4b 0.48 1.14 0.05 LRFD A4 -5a 0.00 -0.18 0.00 LRFD A4 -5b 0.00 -0.18 0.00 LRFD A4 -6a 0.48 1.18 0.05 LRFD A4 -6b -0.48 -1.45 -0.05 Roof Live loads 0.00 -0.81 0.00 Wind loads 0.37 1.01 0.04 Dead loads 0.01 -0.00 0.04 LRFD A4-1 0.02 -0.00 0.05 LRFD A4 -2a 0.05 -0.01 0.15 LRFD A4 -2b 0.01 -0.00 0.05 LRFD A4 -3a 0.12 -0.01 0.37 LRFD A4 -3b 0.35 -0.01 0.09 LRFD A4 -3d 0.25 0.00 -0.24 LRFD A4 -4a 0.43 0.00 -0.31 LRFD A4 -4b 0.39 0.01 -0.41 LRFD A4 -5a 0.01 -0.00 0.05 LRFD A4 -5b 0.01 -0.00 0.05 LRFD A4 -6a 0.39 0.01 -0.42 LRFD A4 -6b -0.37 -0.01 0.49 Roof Live loads 0.06 -0.01 0.20 Wind loads 0.29 0.01 -0.35 Dead loads 0.00 0.00 0.00 LRFD A4-1 0.00 0.00 0.00 LRFD A4 -2a 0.00 0.00 0.00 LRFD A4 -2b 0.00 0.00 0.00 LRFD A4 -3a 0.00 0.00 -0.00 LRFD A4 -3b 0.00 0.00 -0.00 LRFD A4 -3d 0.00 0.00 0.00 LRFD A4 -4a 0.00 0.00 0.00 LRFD A4 -4b 0.00 0.00 0.00 LRFD A4 -5a 0.00 0.00 0.00 LRFD A4 -5b 0.00 0.00 0.00 LRFD A4 -6a 0.00 0.00 0.00 LRFD A4 -6b 0.00 0.00 0.00 Roof Live loads 0.00 0.00 0.00 Wind loads 0.00 0.00 0.00 -21- S3 Node Load Case D% DY RZ in in deg Nodal Reactions Node Load Case FX FY MZ K K K -ft N1 Dead loads 0.19 0.45 -1.06 " LRFD A4-1 0.27 0.63 -1.48 " LRFD A4 -2a 0.75 1.73 -4.08 " LRFD A4 -2b 0.23 0.54 -1.27 " LRFD A4 -3a 1.88 4.36 -10.28 " LRFD A4 -3b -0.79 2.02 2.97 " LRFD A4 -3d -2.44 -1.80 11.99 " LRFD A4 -4a -3.60 -2.07 17.45 " LRFD A4 -4b -4.12 -3.26 20.27 " LRFD A4 -5a 0.23 0.54 -1.27 " LRFD A4 -5b 0.23 0.54 -1.27 " LRFD A4 -6a -4.17 -3.40 20.59 " LRFD A4 -6b 4.52 4.20 -22.49 " Roof Live loads 1.03 2.39 -5.63 " Wind loads -3.34 -2.92 16.57 N5 Dead loads -0.19 0.45 1.06 " LRFD A4-1 -0.27 0.63 1.48 " LRFD A4 -2a -0.75 1.73 4.08 " LRFD A4 -2b -0.23 0.54 1.27 " LRFD A4 -3a -1.88 4.36 10.28 " LRFD A4 -3b -1.32 2.27 8.97 " LRFD A4 -3d 0.33 -1.55 -0.04 " LRFD A4 -4a 0.17 -1.66 1.96 " LRFD A4 -4b 0.68 -2.86 -0.86 " LRFD A4 -5a -0.23 0.54 1.27 " LRFD A4 -5b -0.23 0.54 1.27 " LRFD A4 -6a 0.74 -2.99 -1.18 " LRFD A4 -6b -1.09 3.80 3.08 " Roof Live loads -1.03 2.39 5.63 " Wind loads 0.70 -2.61 -1.64 Plate GlobalStresses This item is empty. Check the selection state, or report properties. Spring Results This item is empty. Check the selection state, or report properties. -22- 5Y 32x40 Steel Shop VisualAnalysis 4.00.DEM0 Report Company: Courtesy of IES Engineer: Evaluator of VA File: A:\Center Rigid Frame 2.vap Load Cases Load Case Strength Service Results ( 1)Dead loads No Yes 1st Ord ( 2)Roof Live loads " ( 3)Wind loads " ( 4)LRFD A4-1 Yes " ( 5)LRFD A4 -2a " ( 6)LRFD A4 -2b " ( 7)LRFD A4 -3a " ( 8)LRFD A4 -3b " ( 9)LRFD A4 -3d " (10)LRFD A4 -4a " (11)LRFD A4 -4b " (12)LRFD A4 -5a " (13)LRFD A4 -5b " (14)LRFD A4 -6a " (15)LRFD A4 -6b " Member Extreme Results Member Fx(lc) K Fy(lc) K Mz(lc) K -ft fc max (1c) Ksi fc min (1c) Ksi Dx(lc) in Dy (1c) in M1 -4.36( 7) -4.52(15) -20.59(14) -1.88( 7) -39.01(15) -0.01( 7) -0.63(14) " 3.40(14) 4.17(14) 22.49(15) 35.50(14) 1.14( 3) 0.01(14) 0.67(15) M2 -2.24( 7) -3.32(14) -19.60(15) -0.40(15) -32.93(15) -0.60(15) -1.47( 7) " 1.02(14) 4.19( 7) 16.28(14) 31.56(15) 0.07( 3) 0.58(14) 1.14(14) M3 -2.24( 7) -4.19( 7) -17.96( 7) -0.40( 8) -30.61( 7) -0.37(15) -1.49(15) " 0.99(14) 2.92(14) 13.79( 7) 28.48( 7) 0.15( 9) 0.42(10) 1.22(14) M4 -4.36( 7) .-0.74(14) -17.96( 7) -1.88( 7) -31.63( 7) -0.01(14) -0.37(15) " 2.99(14) 1.88( 7) 10.28( 7) 27.46( 7) 1.39(14) 0.01( 7) 0.43(10) -1- • SS 32x40 Steel Shop VisualAnalysis 4.00.DEMO Report Company: Courtesy of IES Engineer: Evaluator of VA File: A:\Center Rigid Frame 2.vap Design Groups Name Elements LL Factor Parameters Unity Final Shape Design G 4 1.0000 Yes 0.8777 12x3.5C12 Design Group Results Design Load Cases Strength Service Load Case ID Number ID Number Name - 1 Dead loads - 2 Roof Live loads - 3 Wind loads 1 4 LRFD A4-1 2 5 LRFD A4 -2a 3 6 LRFD A4 -2b 4 7 LRFD A4 -3a 5 8 LRFD A4 -3b 6 9 LRFD A4 -3d 7 10 LRFD A4 -4a 8 11 LRFD A4 -4b 9 12 LRFD A4 -5a 10 13 LRFD A4 -5b 11 14 LRFD A4 -6a 12 15 LRFD A4 -6b AISI Cold Formed Steel Design Design Group: Design Group 1 Designed As: 12x3.5C12 SIZE CONSTRAINTS: Depth is unconstrained. Width is unconstrained. BRACING INFORMATION: Lateral bracing at top flange (+y): Pattern = Continuous Lateral bracing at bottom flange (-y): Pattern = Tenth Points Strong axis bracing (parallel to y): Pattern = Unbraced Torsional bracing: Taken as the larger of the strong and weak unbraced lengths. Inflection points are not used as brace points. DEFLECTION LIMITS: No absolute deflection limit. No span ratio deflection limit. COLD -FORMED STEEL PARAMETERS: Design Type = LRFD Design as: CS - Lt. Gage Struct. Inst. Fy = 57000 psi Fu = 67700 psi Using strength increase from cold work effects Kx = 0.71 Ky = 0.7 Kt = 0.07 Cbx, Cby: May vary Chex, Cmy: May vary R = 0 Braced flange location = Top -1- Combined axial 6 bending check - Equation 1 Member Load Offset Unity • Name Case # ft Check Notes M1 12 0 0.88 M2 12 0 0.76 M3 4 15.7 0.71 M4 4 0 0.33 Combined axial 6 bending check - Equation 2 Member Load Offset Unity Name Case # ft Check Notes M1 12 0 0.87 M2 12 0 0.76 M3 4 15.7 0.71 M4 4 0 0.75 Combined shear 6 bending check - Strong axis Member Load Offset Unity Name Case # ft Check Notes M1 12 0 0.75 M2 12 0 0.58 M3 4 15.7 0.50 M4 4 0 0.42 -2- S6 kir,�` l lrrc4 yh Q- C nh ec. /'/ on Cke 6/4441,n- Ta 94"41, 5 60#- I I Z r( 3 t r 2, << CA2LK 0n /L,%,3,5 t'%r /L Ctt TX,'c,kAz s s = 6- l o Y 6 1),n . /4rea (0•. ")(,/096X2= k;,t,l _ /, 3 3 Fy = 7 S..9 l 2 t, �Se.. 1Z 2q — �/Z t t Yi�,,n� /1 iii lQv/1� S�o✓ �� = l4 k s �' (2)(10 k;c�) /9 6) UlWw ll.! W ai ui ca UG//ow /,33 r j ,. vd//ow 2-1 m o o ccli c". P /� Y y • _ Z �x�i e �� ,�ea c� ��, ��c e s Olt n(v fia.�^%i�./ 2-2-.y /1Y _ Y,SZ /L q/law = 23,5- Z Ie- :J I 60#- I I Z r( 3 t r 2, << CA2LK 0n /L,%,3,5 t'%r /L Ctt TX,'c,kAz s s = 6- l o Y 6 1),n . /4rea (0•. ")(,/096X2= k;,t,l _ /, 3 3 Fy = 7 S..9 l 2 t, 01 i 5' rn e_ Coe A @ . ✓=o e Gds 3� . — %L D•'ti.� �9 �0 7 �o //S SACO-, RY _ I/, /9 k DiG rne/,- A 30 7 60 1141 A ee- s1 sf F Flij r Fiom Q%�iof F/�rw /Qe�4�ys/ 1 000 �M �- N CM. N N N u� I 36 • s cAC- 6 k 10Y6. y/, 7 ks 2511, 8 l k scJ, X -- 64f64u P" n . Usa- Z eA . o �1a�i A A ?n l fs No: (9 WO Gr - I P vl(1)LO �UjUl L LL! LL! OO Q Lo ron N hd Wet// big,,ie-- ConnCAer-r KaPTO Cor"r� use- Z 30 7 eo /C y 7 / • V Ik bnei' W4 J/ pe-rl ✓nJ� /4 r►A /y s half- C/U-C-A . 9y = A YIle- Gist o / 614401" R411' v- To 4 A T kl'alv- ase 1/a ' />�� roti-. �9 3v 7 1 z) = 1.6 0 0 , /<— Z R411' v- To 4 A T kl'alv- ase 1/a ' />�� roti-. �9 3v 7 1 z) = 1.6 0 0 , /<— n TYPICAL POST AND BEAM ENDWALL DETAILS `� 07 A9 X 2 0 p a 0 PROPOSED 32'x40' STEEL BUIDIN PHIL DECAN BUILDER OROVILLE CALIFORNIA, BUTTE CO -1 6� �- �G 6 /e- S�:e ��CA. �Y=3d.0/csc WWw 33 y ==:r winin O00 ull Oltr^ N / / / N (V N33 rL qz� �w C B . 5��,, 3� �6• a rte? yz W i t4 PC jWV - I -Ct 2001 cge L. (Yo)(/_6f2- a 22-141 50 SHEETS � � 22-142 100 SHEETS -' <--eALPA17* 22-144 200 SHEETS ►� �I � � I rl a C's All, k, tiwa S a� II a 22-141 50 SHEETS � � 22-142 100 SHEETS -' <--eALPA17* 22-144 200 SHEETS ►� �I � � I rl a C's All, k, tiwa S II r� �. 00 V w c ICZ 1v ti A w a 22-141 50 SHEETS � � 22-142 100 SHEETS -' <--eALPA17* 22-144 200 SHEETS 8 ►� �I � � I rl a All, k, S II r� V w c ICZ 1v ti A w 0 � li v 8 ►� �I � � I rl S w ICZ 0 8 ��� www wwi1! sxx (nW(J) opo L7 O p r� (fA eC-k- La./ t"4 / 4era e.in9. A t EnC/ wa l / G 22-141 50 SHEETS �����, 22-142 100 SHEETS �-- 22-144 200 SHEETS � � s � � s N a INTRASOFT: SQFOOT - Square Footing Design Version 2.0 - 05/18/94 - C5.1 Copyright (C) 1986-1994, INTRASOFT Inc., Boca Raton, FL 33432 (407) 394-4257 User #940304 R L C ENGINEERING YUBA CITY CA 95993 Input data filename: d:\rlceng\hldrsqft DATE: 2-23-2004 TIME: 23:44:27 Job Descr: 321X40' STEEL SHOP SPREAD FOOTINGS ***INPUT DATA*** SOIL: ***** ksf BARMIN: 4 BARMAX: 6 FC: ***** ksi SPAMIN: 6.00 inches FY: 36.00 ksi SPAMAX: 10.00 inches ***DESIGN RESULTS*** NUM WIDTH THICK AST DEAD LIVE TOTAL PRES COL -B COL -T feet in sq in kips kips kips ksf in in 1 2.00 12.0 .40 1.3 3.3 4.6 1.14 7.0 12.0 < 3 # 4 @ 9.00"> ; o� F► Fou .►.f,, �;" d . / 3 v ., X 3 U X 1 8 Al **WARNING** Insufficient development length available for footing (distance from footing edge to column is less than 15" or 375 mm) 2 2.00 12.0 .40 .9 2.1 3.0 .74 2.5 8.0 < 3 # 4 @ 9.00"> 4f,,Ie, �h Gva /� L7xrn�q dio� L. 2y 1(2'1 �X12- W/2.. - **WARNING** Insufficient development length available for footing (distance from footing edge to column is less than 15" or 375 mm) 3 2.00 12.0 .40 .4 .7 1.1 .28 2.5 8.0 < 3 # 4 @ 9.00"> �oe.w EndlN4 �oc,na�w�io�S � Z y �X 2. `� �X /2. �i W/2. -� CW �1 **WARNING** Insufficient development length available for footing (distance from footing edge to column is less than 15" or 375 mm) Footings designed: 3 End of SQFOOT T cT N 04N CV C\ (V 7b "l A //0 W �� 33I 8S)(q,,jm_)(j-o Z- Z 00 l 2�., 31 t z 6L sfas = (2- tc�(tc,) t 6�)( /50 3 2, i7 /c = Y, s Z /c dc, Xp 4 s z ��LU W W W fA Cl) N LO O Q �rTP 31Y3`:k- 0 , 17 /c 4�/ . �3=(�, v - Pllftlf" 4,. w,-;, Al =(CZE (�. �s� z ' ' G �i�-v r; �c S4i�Zi4p x,11/3-10 = /,So FX= (,5� FVA/Iovi = (2-)��./ 98 /C ak 72- Find Capacity Of Wire Mesh : Use 6 x 6 / 10-10 Cold Drawn Wire ASTM A-82 Ft = 30.0 ksi - Max. Tension Stress Fv = 45.0 ksi - Max. Shear Stress A = 0.029 L -`Length Of The Hairpin I TENSION 6x6/ 10-10 Wire Mesh T L 2 --) SHEAR Tension: 2 L — sin 300 A Ft = 0.435 L ( kips ) 2 Shear : 2 L — cos 300 A Fv = 0.562 L ( kips ) 2 0.997 L ( kips ) ' Length Of Hairpin Capacity Of Wire Mesh L = 10.0 ft 9.9 kips L = 20.0 ft 19.9 kips L = 40.0 ft 39.9 kips Find Capacity Of Hairpin : Use A 305 : A -I5 Intermediate Ft = 20.0 ksi - Max. Tension Stress A Area Of The Hairpin s 2 Ft cos 300 As = 34.6 As ( kips Find Capacity Of Tierod Use A 305 : A -I5 Intermediate Ft = 20.0 ksi - Max. Tension Stress A - Area Of The Tierod S Ft As = 20.0 As ( kips ) Allowable Values Size Of Bar Tierod #3 #4 #5 46 #7 #8 #9 #10 #11 2.2 kips 4.4 kips 6.2 kips 8.8 kips 12.0 kips 15.8 kips 20.0 kips 25.4 kips 31.2 kips HORIZONTAL REACTION (kips) 0.00 - 2.20 2.20 - 3.79 3.79 - 4.00 4.00 - 6.20 6.20 - 6.90 6.90 - 8.80 8.80 -10.70 10.70 -13.30 . r 13.30 -15.20 Hairpin 3.8' kips 6.9 kips 10.7 kips 15.2 kips 20.7 kips 27.3 kips 34.6 kips 43.9 kips 53.9 kips TIE ROD (1) #3 (2) #3 (1) #4 (1) #5 (2) #4 (1) #6 (2) #5 (2) #6 (1) #8 HAIRPIN (1) #3 x 10'-0" (1) #3 x 10'-0" (1) #4 x 10'-0" (1) #4 x 10'-0" (1) #4 x 10'-0" (1) #5 x 10'-0" (1) #5 x 10'-0" (1) #6 x 10'-0" (1 ) #6 x 20'-0" C�e-ck h poi( * CV C' N Ncv Cl! CY. C'\ �y. 0 Pi WWL ------------ cnwcn coo ViOU •— N * CV C' N Ncv Cl! CY. C'\ �y. 0 Pi 75- �\\\\1\tllltlllry4�� p1UCTVo4.� LIGHT GAGE STRUCTURAL INSTITUTE CF �� T E !, LIGHT GAGE STRUCTURAL INSTITUTE SECTION ALLOWABLES SECTION BEARING (KIPS) D x B GA W Ae 0c va END INTERIOR F v F v KIP -FT INZ KIPS 4 X 2 C 16 1.91 .508 1.92 4.24 .421 .069 1.180 .135 14 2.41 .668 1.92 6.02 .783 .103 1.947 .179 13 2.91 .849 1.92 7.29 1.321 .142 3.047 .229 12 3.30 .976 1.92 8.32 1.867 .174 4.136 .271 4 X 2-5 C 16 1.96 .543 1.92 4.24 .421 .069 1.180 .135 14 2.55 .727 1.92 6.02 .783 .103 1.947 .179 13 3.34 .924 1.92 7.29 1.321 .142 3.047 .229 12 3.85 1.063 1.92 8.32 1.867 .174 4.136 .271 4 X 4 C 16 2.26 .539 1.92 4.24 .421 .069 1.180 .135 14 2.96 .752 1.92 6.02 .783 .103 1.947 .179 13 3.81 1.015 1.92 7.29 1.321 .142 3.047 .229 12 4.54 1.214 1.92 8.32 1.867 .174 4.136 .271 6 X 2.5 C 16 3.37 .525 1.92 3.44 .393 .064 1.122 .129 14 4.38 .747 1.92 6.58 .741 .098 1.872 .172 13 5.73 .970 1.92 9.85 1.265 .136 2.952 .222 12 6.63 1.165 1.92 13.04 1.798 .168 4.025 .263 6 X 4 C 16 3.83 .535 1.92 3.44 .393 .064 1.122 .129 14 5.01 .755 1.92 6.58 .741 .098 1.872 .172 13 6.42 1.036 1.92 9.85 1.265 .136 2.952 .222 12 7.63 1.25 1.92 13.04 1.798 .168 4.025 .263 7 X 2.5 C 16 4.16 .522 1.92 2.91 .379 .062 1.094 .125 14 5.40 .752 1.92 5.66 .721 .095 1.834 .169 13 7.06 .981 1.92 9.85 1.237 .133 2.904 .219 12 8.18 1.182 1.92 13.04 1.764 .165 3.969 .260 7 X 4 C 16 4.59 .534 1.92 2.91 .379 .062 1.094 .125 14 6.14 .756 1.92 5.66 .721 .095 1.834 .169 13 7.87 1.041 1.92 9.85 1.237 .133 2.904 .219 12 9.33 1.266 1.92 13.04 1.764 .165 3.969 .260 8 X 2 C 16 4.96 .501 1.92 2.53 .364 .060 1.065 .122 14 6.20 .673 1.92 4.90 .700 .092 .1.797 .166 13 7.54 .886 1.92 9.03 1.209 .130 2.857 .215 12 8.63 1.075 1.92 13.04 1.730 .162 3.914 .256 8 X 2.5 C 16 4.95 .498 1.92 2.53 .364 .060 1.065 .122 14 6.50 .739 1.92 4.90 .700 .092 1.797 .166 13 8.98 .976 1.92 9.03 1.209 .130 2.857 .215 12 1 9.83 1 1.179 1 1.92 1 13.09 1 1.730 .162 1 3.919 1 .256 NOTES 1 Properties and allowables are computed in accordance with the 1986 edition of the AISI specifications. 2 Ma Is the allowable moment for sections that are supported laterally for their full length. 3 Oc Is the safety factor for axial load. 4 Ae is the reduced area for axial load. 5 Oc and Ae are based on KL„ = KLr = 1.0 ft. and KI -x as follows: D=4, 12 ft.; D=6, 16 ft.; D=7,8, and 9, 18 ft.; D=10 and 12, ?Oft. 6 F and V are coefficients used to determine the web crippling strength. Refer to sample calculations. B-1 77 4= Y LIGHT GAGE STRUCTURAL INS11TUT r LIGHT GAGE STRUCTURAL INSTITUTE D 50' SECTION ALLOWABLES R • .1875 NOTES 1 Properties and allowables are computed In accordance with the 1986 edition of the AISI specifications. 2 Ma Is the allowable bending moment for bending about axis x -x for sections that are supported laterally for their full length. 3 F and V are coefficients used to determine the web crippling strength. Refer to sample calculations. C-1-2 BEARING (KIPS) D X B1 X B2 SECTION GA Ma Ae Oc Va END INTERIOR KIP -FT IN2 KIPS F V F V 3.5 X 1.5 X 1.5 3.5 X 1.5 Z 16 1.42 .000 .00 4.18 .428 .070 1.195 .137 14 1.76 .000 .00 5.15 .793 .104 1.966 .181 4 X 2.125 X 2.375 4 X 2.5 Z 16 2.03 .000 .00 4.24 .421 .069 1.180 .135 14 2.70 .000 .00 6.02 .783 .103 1.947 .179 6X 2.125X2.375 6X2.5Z 16 3.51 .000 .00 3.44 .393 .064 1.122 .129 14 4.64 .000 .00 6.58 .741 .098 1.872 .172 13 5.70 .000 .00 9.85 1.265 .136 2.952 .222 12 6.52 .000 .00 13.04 1.798 .168 4.025 .263 7X 2.125X2.375 7X2.5Z 16 4.33 .000 .00 2.91 .379 .062 1.094 .125 14 5.71 .000 .00 5.66 .721 .095 1.834 .169 13 7.03 .000 .00 9.85 1.237 .133 2.904 .219 12 8.05 .000 .00 13.04 1.764 .165 3.969 .260 8X 2.125X2.375 8X2.5Z 16 5.11 .000 .002.53 .364 .060 1.065 .122 14 6.86 .000 .00 4.90 .700 .092 1.797 .166 13 8.46 .000 .00 9.03 1.209 .130 2.857 .215 12 9.69 .000 .00 13.04 1.730 .162 3.914 .256 8 X 2.625 X 2.875 8 X 3 Z 16 5.26 .000 .00 2.53 .364 .060 1.065 .122 14 6.92 .000 .00 4.90 .7.00 .09.2 1.797 .166 13 8.82 .000 .00 9.03 1.209 .130 2.857 .215 12 10.79 .000 .00 13.04 1.730 .162 3.914 .256 8X 3.125X3.375 8X3.5Z 16 5.37 .000 .00 2.53 .364 .060 1.065 .122 14 7.24 .000 .00 4.90 .700 .092 1.797 .166 13 9.09 .000 .00 9.03 1.209 .130 2.857 .215 12 10.62 .000 .00 13.04 1.730 .162 3.914 .256 9 X 2.125 X 2.375 9 X 2.5 Z 16 5.79 .000 .00 2.23 .350 .057 1.036 .119 14 8.08 .000 .00 4.33 .679 .089 1.759 .162 13 9.98 .000 .00 7.96 1.181 .127 2.810 .211 12 11.44 .000 .00 12.16 1.696 .158 3.858 .252 NOTES 1 Properties and allowables are computed In accordance with the 1986 edition of the AISI specifications. 2 Ma Is the allowable bending moment for bending about axis x -x for sections that are supported laterally for their full length. 3 F and V are coefficients used to determine the web crippling strength. Refer to sample calculations. C-1-2 V, LIGHT GAGE STRUCTURAL INSTITUTE BEARING (KIPS) D X B1 X B2 SECTtON GA Ma Ae oc va END INTERIOR KIP -FT INZ KIPS F V F V 3.5X 1.5X 1.5 3.5 X 1.52 16 1.42 .000 .00 4.18 .428 .070 1.195 .137 14 1.76 .000 .00 5.15 .793 .104 1.966 .181 4 X 2.125 X 2.375 4 X 2.5 Z 16 2.03 .000 .00 4.24 .421 .069 1.180 .135 14 2.70 .000 .00 6.02 .783 .103 1.947 .179 6X 2.125X2.375 6X2.5Z 16 3.51 .000 .00 3.44 .393 .064 1.122 .129 14 4.64 .000 .00 6.58 .741 .098 1.872 .172 13 5.70 .000 .00 9.85 1.265 .136 2.952 .222 12 6.52 .000 .00 13.04 1.798 .168 4.025 .263 7 X 2.125 X 2.375 7X2.5Z 16 4.33 .000 .00 2.91 .379 .062 1.094 .125 14 5.71 .000 .00 5.66 .721 .095 1.834 .169 13 7.03 .000 .00 9.85 1.237 .133 2.904 .219 12 8.05 .000 .00 13.04 1.764 .165 3.969 .260 8X 2.125X2.375 8X2.5Z 16 5.11 .000 .00 2.53 .364 .060 1.065 .122 14 6.86 .000 .00 4.90 .700 .092 1.797 .166 13 8.46 .000 .00 9.03 1:209 .130 2.857 .215 12 9.69 .000 .00 13.04 1.730 .162 3.914 .256 8 X 2.625 X 2.875 8 X 3 Z 16 5.26 .000 .00 2.53 .364 .060 1.065 .122 14 6.92 OUb .00 4.90 .7.00 .09.2 1.797 .166 13 8.82 .000 .00 9.03 1.209 .130 2.857 .215 12 10.79 .000 .00 13.04 1.730 .162 3.914 .256 8X 3.125X3.375 8X3.5Z 16 5.37 .000 .00 2.53 .364 .060 1.065 .122 14 7.24 .000 .00 4.90 .700 .092 1.797 .166 13 9.09 .000 .00 9.03 1.209 .130 2.857 .215 12 10.62 .000 .00 13.04 1.730 .162 3.914 .256 9 X 2.125 X 2.375 9 X 2.5 Z 16 5.79 .000 .00 2.23 .350 .057 1.036 .119 14 8.08 .000 .00 4.33 .679 .089 1.759 .162 13 9.98 .000 .00 7.96 1.181 .127 2.810 .211 12 11.44 .000 .00 12.16 1.696 .158 3.858 .252 d Butte County Department of Development Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile January 13, 2004 Jeff and Dena Guerin 420 Corte Sur Novato, Ca. 94949 RE: Building Code Violation Location: 337 Rocky Point Rd., Feather Falls AP# 071-290-046 Dear: Jeff and Dena Guerin This is a courtesy notice to notify you that you are in violation of the Butte County Code, at the above -referenced IN location, as follows: i Failure to obtain the required permits, inspections and approvals from this office for the grading work and dirt removal on this property. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides .an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Bill Barron in this office at the address or telephone number listed above. Sincerely, Bill Barron Supervisor Building Inspector BB: ms cc: Assessor Butte County Department of Development Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile January 7, 2004 Michael W. Evans AIR) 004"M s6e 5204 Calabria Ct. O Alexandria, Va. 22315 V RE: Formal Warning Notice Building Code Violation Location: 337 Rocky Point Rd., Feather Falls AP #: 071-290-046 Dear: Michael W. Evans I a.1q—o1i This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy notice dated July 21, 2003, notifying you that you are in violation of the BCC, and 1998 California Building Code (CBC), at the above -referenced location. As of this date, the following violations still exist: Failure to obtain the required permits, inspections and approvals from this office for the grading work and dirt removal on this property. (a) Section 106.1 Permits Required (b) Section 108.1 Inspections Required (c) Section 108.4 Inspection Approval Required Before Use or Occupancy (d) Section 3405 Change in Use Requires Conformance to Code The above violations(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten (10) days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate tl-ie violation(s). Michael W. Evans January 7, 2004 Page 2 Should you have any questions concerning this matter, please contact Bill Barron in this office at the address or telephone number listed above. Sincerely, OB111'eB/arF6�n Supervisor Building Inspector 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 19 20 21 22 23 24 25 26 27 28 PROOF OF SERVICE BY MAIL I am a citizen of the United States and employed in the County of Butte. I am, and was at the time of the service hereinafter mentioned, over the age of eighteen years and not a party to the within action. My business address is Department of Development Services, Building Division. # 7 County Center Drive, Oroville, California 96965. 1 am readily familiar with the County's practice for collection and processing of correspondence/documents for mailing with the United States Postal Service and that said correspondence/documents are deposited with the United States Postal. Service in the ordinary course of business on the same day. On January 8, 2004 a foregoing 10 -Day Letter on the person(s) named below by placing a true copy thereof in a sealed envelope, with first class postage thereon fully paid, addressed as indicated below, and by placing said envelope In the appropriate place within the Department of Development Services where mail is collected for mailing with the United States Postal Services on the same day. X In the United States Postal Service Mail in Oroville, California. Michael W. Evans 5204 Calabria Ct. Alexandria, Va. 22315 I declare under penalty of perjury under the laws of the State of California on January 8, 2004 at Oroville, California. Myles J. Strand Office Assistant II Butte County Department of Development Services ADMINISTRATION' BUILDING' GIS' PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile October 9, 2003 Michael W. Evans 5204 Calabria Ct. Alexandria, Va. 22315 RE: Building Code Violation Location: 337 Rocky Point Rd., Feather Falls AP# 071-290-046 Dear: Michael W. Evans: This is a courtesy notice to notify you that you are in violation of the Butte County Code, at the above -referenced location, as follows: Failure to obtain the required permits, inspections and approvals from this office for the grading work and dirt removal on this property. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the actionnecessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, Scott Rutherford Chief Building Inspector SR: ms cc: Assessor BUTTE COUNTY DEVELOPMENT SERVICES Complainant: Address: Phone Number: Other Comments: �w :............................................................................................. ::;:::::::...:.::.::::.::::.......::::::::::::::'he.aboveanformatronas:nat:gvaila�5iesta:the:.�ublrc..:<:;<::>,.:.;::::<:;:..>,:;.,..,:., . :...<. Inspector must draw a plot plan with all building locations: Additional comments from Inspector:_ 2- 9-23-03; 3:43AM; ;916 4.44 7085 # 2; 2 September 23, 2003 Butte County Development Department Building Division 7 County Center Drive Oroville, CA 95965 Attention: Code Enforcement Dear Gentleperson: 341 Rocky Point Road Oroville, CA 95966 337 I last wrote to your office .on July 14, 2003, at that time my neighbor, Jeffery Guerin,.who lives at 337 Rocky Point Road, began forming a pad and put in.a road to construct a shop without a permit. Phil McCann was doing the work. and after my telephone call to your office Mr. McCann stopped work. I believed that Mr.. Guerin would then obtain an approved plan and a building permit through your office prior to again beginning work. Apparently I was mistaken. Initially, both Mr. Guerin and I were unsure where the property, line was located between our respective properties. Since then it appears that Mr. Guerin has had the line surveyed. I say this because there are surveyor flags tied to the brush on what I believe is the property line. Mr. Guerin has owned this property since July 2003 and has maintained the attitude since he arrived that it is his property and he can do whatever he wants. This attitude is supported and encouraged by a relative who lives nearby, Don Griffith, who makes it clear to all who listen that he does what he wants to do an nobody can stop him. Since the beginning Mr. Guerin has chosen to not speak to me about his plans—in fact we no longer communicate at all. At no time has their been a work site sign posted on this site. However, work has continued. Yesterday, Don Griffith came to the site and_cut down a large oak tree in preparation for more excavation. Shortly thereafter an unmarked truck with a backhoe arrived and started digging. The truck was a white Ford with California license number 4T82609. b The backhoe began digging from the bank that supports the only road leading to my property. The road is constructed on a sixty foot easement owned by me for the purposes of constructing and maintaining a road to my property over Mr. Guerin's property. The road is constructed on a steep incline of decomposed granite. I am gravely concerned that this work, which is being done without a plan approved by Butte County., will result in the destruction of my road, which will prevent access to my property. I am dismayed by the attitude of my neighbor who is recklessly proceeding with removing dirt from the hill supporting my road to construct a building pad for his shop without regard for my lawful access. I cannot adequately explain the frustration that I am experiencing. Again, I respectfully request that your office stop this work before irrevocable harm is done to my road.. I am a law abiding person and I am relying on your assistance. 1 will attempt to telephone your office today, if you wish to speak with me do not hesitate to telephone me at (916) 798-6565. Very truly yours, Michael . Barth 337 3 071 -290 - Dqc CODE VIOL P (, _ 3 O t k! s t 1 I • i '- f { ! contr: Moseley & .-dill, Oroville ! ` !-- Permit# 3335-75B(new SF ` AT-6 James Edwards, 0rovYe L 4171 —75) _ ''71-2 .P©emit# AF i169 , COITTR: Tnlaibel Arg 1rov113 - Permit# 4193-75M(for 3335-7 7 -5 A2 �,2f4� -' • 91l 21 {� CONTR: Rixy¢i}. Plbg., Oro e Permit# 4222-75P(for 35-75) tI, 1 fr t $ -I r �i I'asolooma m6ih Inquiry O&t 09, 2003 02.52 PI Name EVANS BEVERLY SUE ESTATE OF Asmt # IW1071-290-046-000! StatusACTIVE Status Date Addr1 I EVAN MICHAEL W ETAL ]� - ---��� 000 I — - - j Tax NORMAL OWNERSHIP )TRA 109 000 Addr2 F52J4 CALABRIA CT {� 'Situs 1337 ROCKY POINT RD FEATHER FALLS Addr3 ALEXANDRIA VA 22315-4244 - �� Base Dt 01!01!1978 + Addr4 -- - - --- ' Land 5,802 - - r Timber Preserve Structure 48,120 rJ AI gyres Fixtures 0 Comments 7129004600 CONVERTED 09!08!88Etal Growing Q Creating Doc# 197581991063 Date r Notes 1i ri Bonds Total R 53,922 Current Doc# _� Date 08!14!2003 Fix. R 0' rJ Multi Situs - KillingDoc# j DateQI Flag! MH PP 0 Asmt Desc 337 ROCKY POINT RD SuplCnt,Fo 1Oj Flag2 PP 0", g 910 MH Exempt 0 Zoning FR5 - Dwell0 Qj Net rJ en 53,922' Asmt PP P-. ---- Acres/Sq Ft r J N!C 071 Tax PP Pen R!C# i Appeal Pending TIR DtF-----J� Split Pending RIC Stat PHY OWN - EXP TAX HON 7 ATT-� : SIT `F APR. IPCL� G Q I 1, ►� #'__-- jj� Find - I I IIiFJ 2003 iE4'07j25j2001 3;27,21 PM f LTJ View of a 15' elevation rod showing an approximate 12' cut. Cut side of the alleged building pad. The horizontal distance from the top of cut to the edge of pavement of Mr. Barth's road is approximately 30' +/-. -7--fA J Center of pad. Pad measures approximately 60' wide east/west by approximately 75' long north/south. a _e. �,� r z� ��A�E. it �'' •.�,� �-.�+'y'"'t''r 'i ark �G�t'` � - �� :1St. �.� �.Jh r,: rte..: r�' �' �, '�?:e�'•, lel r i 7 A%ml s�•p f a ,�'�,�.�'}�rf.� • 4a���' ,;_ear' f �'. F fG:SQ ,`�'��� �Ti_.:� r ,Mk (�p%d �* _A ri.l � :7 �t J•r t, � T�p •.y Atl.. 1 t . C � - y11 . •y a . .r y Id i Q _ v � , a r y, �.� � 1 � ' .Lys � � �' • � �_. � i "i �FI; •ter-.. � i, r e-:}-•� s Standing at top of bank of fill looking at pad and cut bank. IY'• - . _ ��fia-,• 1-.kllj�j':Y"1�,i. y__fa •:4 �'J}'�y a 4 r� fh•/� �f,`_it-`�r•�j �'1.`�+�t�� b`. Z�T�'..' r�S�� •��Ar_�� 1��'aj[;jf:�-, .� !, `';; /. •�•s� / h itt�� r; a r '� .1 u, {�/" "�71 f �} t r .. a� h ;� � Zt j'�����/ � �� t1to 3 .� 0 ��%� i' i� �� i�li�, ,• '; ice,,% i MA `^\ V -!=I AN4 ;916 444 7085 FACSIMILE TRANSMISSION. Date: September 23, 2003 To: From: Michael Barth Re: Code. Enforcement 337 Rocky Point Road File No.: n/a Number of Pages, Including Cover: 2 Message: Again, please contact me if you have any questions. I can be reached' at 916 798-6565. Thank you, Michael Barth Name Fax Phone Building Division Butte County Development Department 530 538-2140 530 538-7541 From: Michael Barth Re: Code. Enforcement 337 Rocky Point Road File No.: n/a Number of Pages, Including Cover: 2 Message: Again, please contact me if you have any questions. I can be reached' at 916 798-6565. Thank you, Michael Barth U September 23, 2003 Butte County Development Department Building Division 7 County Center Drive Oroville, CA 95965 Attention: Code Enforcement Dear Gentleperson: 341 Rocky Point O Oroville, CA 95966 ,� �'� � '�► �:? q� -Gyp �� I last wrote to your office on July 14, 2003, at that time my neighbor, Jeffery Guerin, who lives at 337 Rocky Point Road, began forming a pad and put in a road to construct a shop without a permit. Phil McCann was doing the work. and after my telephone call to your office Mr. McCann stopped work. I believed that Mr.. Guerin would then obtain an approved plan and a building permit through your office prior to again beginning work. Apparently I was mistaken. ' initially, both Mr. Guerin and I were unsure where the property line was located between our respective properties. Since then it appears that Mr. Guerin has had the line surveyed. I say this because there are surveyor flags tied to the brush on what I believe is the property line. Mr. Guerin has owned this property since July 2003 and has maintained the attitude since he arrived that it is his property and he can do whatever he wants. This attitude is supported and encouraged by a relative who lives nearby, Don Griffith, who makes it clear to all who listen that he does what he wants to do an nobody can stop him. Since the beginning Mr. Guerin has chosen to not speak to me about his plans—in fact we no longer communicate at all. At no time has their been a work site sign posted on this site. However, work has continued. Yesterday, Don Griffith came to the site and cut down a large oak tree in preparation for more excavation. Shortly thereafter an unmarked truck with a backhoe arrived and started digging. The truck was a white Ford with California license number 4T82609. The backhoe began digging from the bank that supports the only road leading to my property. The road is constructed on a sixty foot easement owned by me for the purposes of constructing and maintaining a road to my property over'Mr. Guerin's property. The road is constructed on a steep incline of decomposed granite. I am gravely concerned that this work, which is being done without a plan approved by Butte County, will result in the destruction of my road, which will prevent access to my property. I am dismayed by the attitude of my neighbor who is recklessly proceeding with removing dirt from the hill supporting my road to construct a building pad for his shop without regard for my lawful access. I cannot adequately explain the frustration that I am experiencing. Again, i respectfully request that your office stop this work before irrevocable harm is done to my road.. I am a law abiding person and I am relying on your assistance. ; i will attempt to telephone your office today, if you wish to speak with me do not hesitate to telephone me at (916)798-6565. Very truly yours, 337 Michael . Barth O'yt --2 90 -0,WC 9-30-03; 9:25AM; ;916 444 7085 # 1/ 2 FACSIMILE TRANSMISSION Date: September 30, 2003 To: Name Fox Phone Building Division Butte County Development Department 530-538-2140 530 538-7541 From: Michael Barth Re: Code Enforcement 337 Rocky Point Road File No.: n/a Number of Pages, Including Cover: 2 Message: o Again, please contact me if you have any questions. I can be reached at 916 798-6565. Thank you, Michael Barth 9-30-03; 9:25AM; ;916 444 7085 s# 2/ 2 • 341 Rocky Point#ad Oroville,- CA 95966 September 29, 2003 Butte County Development Department Buildingg-Dlvision- 7 County Center Drive Oroville, CA 95965. Attention: Code Enforcement; Re: 337 Rocky Point Road Dear Gentleperson. I have written and telephoned -your office on two -former occasions -July 14; and September 23, 2003. My neighbor, Jeffery Guerin, who lives at 337 Rocky Point Road, has been preparing a pad to construct a shop without a permit. Your office has been -responsive to -my -complaint, during my telephone call -last Monday, September 23 you stated that you would be issuing a thirty -day letter to Mr. Guerin. I presume that that letter was sent and received by Mr. Guerin before the end -of last week—apparently with no - effect. On Saturday morning, September 27, the backhoe, which has been present on the property all week, continued digging from the bank -that supports -the only road leading -to -my -property' The -road -is - constructed on a sixty -foot easement owned by me for the purposes of constructing and maintaining a road to my property over Mr. Guerin's property. The road is constructed on a steep incline of decomposed granite. I am gravely concerned that this work, which is being done without a plan approved by Butte County, will result in the destruction of my road, which will prevent access to my property. This Saturday, the back hoe operator removed the license plates from his vehicle to avoid identification. In the past I have disclosed to. you the operator's license plate number; I. believe that. the action to remove the license plate is in response to those earlier disclosures. The property owner was not present on Saturday, only Don Griffith, who identifies himself as -a -relative of the property owner, was there. - Clearly, Mr. Griffith is acting as a general contractor without a license. I too was absent, because this matter has-been veryupsetting to me -and I wanted to allow your department time to resolve this issue and to insure there would be no breach of the peace. One of my neighbors notified the Sheriff Department -and the Highway -Patrol of -the incident. The work lasted about two hours before it stopped. I do not know the reason it stopped. I am now being deprived of the peaceful enjoyment of my property and request that immediate action be taken -to stop this construction before irreparable damage is done. I am also now concerned that your office has insufficient authority to actually stop the work. I request that you notify me - if this is the case. so that I can -take -my own -actions -to -protect -my -property. Apparently Mr. Guerin and Mr. Griffith stand in contempt of your lawful authority and are determined to continue with this work without engineering evaluations without plans -and -without a permit. Is your office prepared to take action to require Mr. Guerin to repair the area where materials have been removed if this poses a hazard to the support of my road? Please notify me of what your office intends to do. Very truly yours, Michael G. Barth W-. '{y+k,-.a..-.F�': �K.. • a ,L V.td...'121i..IF+i.wiK+Y�� Jr a `. ._. Icy { - 10 ��, , / a / T ZI - Z90 o¢(o ; tto� -------j{-- ---,-- � - ---: i •'��j �. {�4 �,' +rte,., WIT ' ..-..J-" 1 .t yam; 'a `{ '',� ti • _..= ' - ,r" 1-:'k`�.-_�• - •a.�.�.. J� ` t � . • r jjjfF to tL � � � _ t i1-+ .J1,,i.•� '.k^ ([ � e *�5�6 .� r�- c1' f ^Ir. 5.:. ' " _ � � ? ` -� - -, ~ ice•- .k, � � i '•� '" �lMr, / �- i�"`� . r,� � � �— � + '�_�r..j,• ^* . . iii � •e �,.. e � .:�'s i i �`'�..E 't{ tr ..., �r _mss^ - _ Ir .. t .._......•ems ._J�I ,,...., s q...-� '. '��• #} T= �.y. RJ r':.f �' . _� • kala., `.+,..r • A -V6, • ?k -b : � iO 4 30 x -? 75 x tZ X 3 A4 loo 9-23-03; 9:49AM; _ ;916 444 7085 # i/ 2 FACSIMILE TRANSMISSION Date: September 23, 2003 To: Name Fax - Phone Building Division Butte County Development Department 530 538-2140 530 538-7541 From: Michael Barth Re: Code Enforcement 337 Rocky Point Road File No.: n/a Number of Pages, Including Cover: 2 Message: Thank you, Michael Barth + September 23, 2003 Butte County Development Department Building Division 7 County Center Drive Oroville, CA 95965 Attention: Code Enforcement Dear Gentleperson: 341 Rocky Point head Oroville, CA 95966 33"? I last wrote to your office on July 14, 2003, at that time my neighbor, Jeffery Guerin, who lives at 337 Rocky Point Road, began forming a pad and put in a road to construct a shop without a permit. Phil McCann was doing the work. and after my telephone call to your office Mr. McCann stopped work. I believed that Mr.. Guerin would then obtain an approved plan and a building permit through your office prior to again beginning work. Apparently I was mistaken. S Initially, both Mr. Guerin'and I were unsure where the property line was located between our respective properties. Since then it appears that Mr. Guerin has had the line surveyed. I say this because there are surveyor flags tied to the brush on what I believe is the property line. Mr. Guerin has owned this property since July 2003 and has maintained the attitude since he arrived that it is his property and he can do whatever he wants. This attitude is supported and encouraged by a relative who lives nearby, Don Griffith, who makes it clear to all who listen that he does what he wants to do an nobody can stop him. Since the beginning Mr. Guerin has chosen to not speak to me. about his plans—in fact we no longer communicate at all. At no time has their been a work site sign posted on this site. However, work has continued. Yesterday, Don Griffith came to the site and.cut down a large oak tree in preparation for more excavation. Shortly thereafter an unmarked truck with a backhoe arrived and started digging. The truck was a white Ford with California license number 4T82609. .The backhoe began digging from the bank that supports the only road leading to my property. The road is constructed on a sixty foot easement owned by me for the purposes of constructing and maintaining a road to my property over Mr. Guerin's property. The road is constructed on a steep incline of decomposed granite. I am gravely concerned that this work, which is being done without a plan approved by Butte County, will result in the destruction of my road, which will prevent access to my property. 1 am dismayed by the attitude of my neighbor who is recklessly proceeding with removing dirt from the hill supporting my road to construct a building pad for his shop without regard for my lawful access. I cannot adequately explain the frustration that I am experiencing. Again, I respectfully request that your office stop this work before irrevocable harm'is done to my road.. I am a law abiding person and I am relying on your assistance. I will attempt to telephone your office today, if you wish to speak with me do not -hesitate to telephone me at (916) 798-6565. Very truly yours, Michael,06. Barth 337 Q`// -290 -aqc Page 1 of 2 Vieira, Mike From: Christopher, Yvonne Sent: Thursday, October 02, 2003 11:24 AM To: Vieira, Mike Subject: FW: 337 Pocky Point Road/AP#'s; Book 71, Page 29 and Parcels 45, 46, and 47 Michael. Please investigate and get back to me on this one. Thanks, Yvonne -----Original Message---- From: essage ---From: Alpert; Bruce Sent! Tuesday, September 30, 2003 1:32 PM To: Christopher, Yvonne Subject: FW: 337 Pocky Point Road/AP#'s; Book 71, Page 29 and Parcels 45, 46, and 47 ATTORNEY CLIENT/WORK PRODUCT PRIVILEGE Your bailiwick. Bruce Alpert County Counsel 25 County Center Drive Oroville, CA 95965-3380 Phone: (530) 538-7621 Fax: (530) 538-6891 balpert@buttecounty.net CONFIDENTIALITY NOTICE: This e-mail transmission, and any documents or messages attached to it, may contain confidential information that is legally privileged. If you are not the intended recipient, or a person responsible for delivering this e-mail to the intended recipient, then you are (1) notified that any disclosure, copying, distribution, saving, reading or use of this information is strictly prohibited, (2) requested to discard and delete this e-mail and any attachments, and (3) requested to immediately notify us by e-mail that you mistakenly received this message (balpert@buttecounty.net), fax (530) 538-6891, or telephone (530) 538-7621. Thank you. -----Original Message ---=- From: Miller, Gloria Sent: Tuesday, September 30, 2003 12:45 PM To: Alpert, Bruce; Wannenmacher, Felix; Brown, Gary Subject: 337 Pocky Point Road/AP#'s; Book 71, Page 29 and Parcels 45, 46, and 47 A man by the name of Michael Barth called. He works for the State of California in the General Services office and is an attorney. He owns a piece of property in Butte County and is having problems with his neighbors and wanted to make you aware of what is happening. The property is located at the address above. His is Parcel 45. The property in this area is extremely steep, 45 degrees. His neighbor Jeffrey Guerin (parcels 46 and 47) is having a shop built on his property and is having some grading/digging done near Mr. Barth's easement. The 10/02/2003 Page 2 of 2 easement is a road or right of way giving Mr. Barth access to his property. He says that Mr. Guerin hasn't gotten a permit for this work and the work is being done near or close to the easement. It is very steep there and Mr. Guerin is digging out under this easement. Mr. Guerin has hired a man, Don Griffith, who is doing the work and is of the impression that he can do whatever he wants to the property. Mr. Barth is trying to protect the access to his property. He has written 4 letters to Code Enforcement beginning July. 14th and Code Enforcement has helped him, but it seems like Mr. Guerin is still doing the work without a permit. Mr. Barth says that when the rains come there will probably be a lot of problems. He has no problem with the Code Enforcement Dept. but he is frustrated with the result. He said he has spoken with Gary Brown in Code Enforcement who is working on it, but he doesn't know specifically what C.E. is doing. Now that he has reported his neighbor to code enforcement they are being rather nasty to him. He has talked to Mr. Guerin and Mr. Griffith several times. He has hired a man to watch his property. All he wants is for the work to stop and for them to get a permit and plan: He doesn't think it is being done correctly and there will be problems. He is calling you to find out the legal ramifications of not stopping the work. He doesn't want to file a lawsuit against anybody, because it probably wouldn't accomplish anything and a lot of money would be spent. He had to get a permit to have work done on his property and he thinks his neighbor should have to get a permit too. He wanted to let you know what is happening and if you would like to call him his number is (916) 798-6565. He is an extremely nice man and wants to be fair and reasonable. He just wants to have the work stopped. Gloria Miller Butte County Counsel's Office CONFIDENTIALITY NOTICE: This email transmission, and any documents or messages attached to it, may contain confidential information that is legally privileged. If you are not the intended recipient, then you are (1) notified that any disclosure, copying, distribution, saving, reading or use of this information is strictly prohibited, (2) requested to discard and delete this email and any attachments, and (3) requested to immediately notify us by email that you mistakenly received this message (gmiller buttecounty.net), fax (530) 538-6891, or telephone (530) 538-7621. Thank you. 10/02/2003 BUTTE COUNTY JUL 16 2003 DEVELOPMENT 341 Rocky Point Road SERVICES Oroville, CA 95966 July 14, 2003 Butte County Building Department 7 County Center Drive Oroville, CA 95966 Attention: Code Enforcement Dear Gentleperson: This morning I telephoned your office to file a complaint regarding my neighbor, Jeffery Guerin beginning the construction: of a. shon build no �,.Jthont a building pernnit. Ntr. - Guerin has apparently retained the services of Phil DeCann a General Contractor. On Saturday, July 12, 2003, Mr. DeCann unloaded a front loader with a back hoe on a site located very close to what we believe is the property line and began removing materials from the steep slope that supports my property. I spoke with my neighbor Mr. Guerin at the site and requested that he suspend work until we could establish the property line and the necessary permits could be obtained from. Butte County. Although Mr. Guerin seemed to understand my concerns of placing the building envelope too close to the property line, assuring proper drainage, assuring that erosion would not take place that may damage my road and property; he authorized Mr. DeCann to continue work. On Saturday, July 12, 2003, and Sunday, July 13, 2003, Mr. DeCann continued to work putting in a road, digging a trench where electrical lines were installed and excavating the slope. Mr. DeCann was fully aware that the property line is in dispute simply because neither I nor Mr. Guerin know where the line is in the proposed building's location and he was present when I asked if they knew where the property line is located, because I did not know.. Since Mr. Guerin has refused my request to suspend construction I have requested that the Butte County Building Department inspect the site to assure that the activities that are taking place are lawful. For your convenience I have enclosed the letter that I sent to Mr. Guerin this date placing him on notice of the issues involved in his activity. Please do not hesitate to telephone' me on my cell phone at (916) 798-6565. I appreciate any help that you can give me in assuring that this construction is completed to code. Very truly yours, Michael . Barth Enclosure 1 BUTTE COUNTY E ` JUL 16 2003 341 Rocky Point Road DEVELOPMENT SERVICES Oroville, CA 95966 July 14, 2003 Jeffrey Guerin Dena L. Clevenger 420 Corte Sur Novato, CA 94949-5926 Dear Jeff and Dena: During our discussion last Saturday morning,. July 12, 20031 I mentioned to you that I had retained the services of a surveyor to determine the location of the property line between our respective properties. On Saturday evening, I was able to contact the surveyor; unfortunately, some unexpected events took place for the surveyor that would delay the survey substantially. Therefore, my surveyor is unable to provide a timely survey. It is disappointing to me that you have not coordinated the construction of the shop that. you intend to build with me. I have tried to be open and cooperative with you both, but in return have had to deal with Mr. Griffith. Indeed, it appears that Mr. Griffith is making the decisions related to the construction of the shop. This is frustrating and has contributed to miscommunications between us. I have mentioned to both you and Mr. Griffith that I do not know where the property line is in the area where you intend to construct the shop. Because you plan to construct the shop so close to our property, it is imperative that you determine the, exact property line before preparation of the building site is begun. Prior to your escrow closing I did show Mr. Griffith where the corner markers .are p1 -aced, and I believe that these are the true corners for our respective properties. On Saturday morning, July 12, 2003, Mr. Griffith stated to me that I had determined where the property line is in the construction area—this is not the case. As I stated to both you and Mr. Griffith I have no idea where the property line is at the constructions site. Therefore, I requested that you suspend construction until the actual property' line can be verified. Instead of suspending the project, you apparently instructed your contractor Phil DeCann to continue to work, to cut out a road and dig a trench through the proposed construction site. It also appears that on Sunday, July 13, 2003, that Mr. DeCann began to remove material from the hillside, which you W Jeffrey Guerin Dena L. Clevenger July 14, 2003 Page 2 specifically stated that he would delay until we resolved the property line issues. This work was done without any plan approved by Butte County and with no building permit. It is clear that you intend to ignore my request to suspend the work to allow time to determine the true property line. Therefore, you proceed at your own risk and will be held personally responsible for any damages that take place as a result of the activities as they impact my property. I reiterate my statement to you on Saturday morning that I expect and demand three requirements are met relative to this project: (1) that the building is constructed in accordance with Butte County code requirements with a minimum of thirty feet clearance from the building to our property line; (2) that constructed begin only after.obtaining a building permit from Butte County with proper drainage to assure the support of my property that is located on a steep bluff above your construction site; (3) that steps be taken to assure that the road leading to my property be supported and protected and that my sixty foot easement for a road to my property continue to be drivable at all times. You have stated that you agree that these demands are not unreasonable, but your action of the last two days causes me concern. I also feel obliged to notify you that any plans that you may have to start a commercial enterprise in this new building will be strongly opposed. Please be aware that our properties are not zoned for commercial enterprise, any attempt to start a business from your property will not be allowed. I strongly advise that you do not proceed with construction until obtaining a lawful building permit from Butte County and assure that the placement, of your building does not interfere with the lawful rights to my property. To proceed in the manner in which you have begun will only make matters worse. Very truly yours, Mich . Barth cc: Phil DeCann, General Contractor `Michael Earth - 341 Rocky Point Road Orovil,le., CA 95966 Attn: Code Enforcement P Mi cr 15 JL!L jo3 BUTTE COUNTY JUL 16 2003 DEVELOPMENT SERVICES Butte County Building Department e7 County Center Drive Oroville, CA 959.65 ••�-��_�_-�_�_�•;r ii,J„li,i,i,i„,iirf,1,l,,,ii„,i(,i,i,f(,:,il,i„i,i„,If„( m , ' / / / I 9-30-03; 9 : 26AN•i; t.l V tl FACSIMILE TRANSMISSION Date: September 30, 2003 To: as {t ;'916 444 708,5 # A- t a , Name Fax Phone. Building' Division Butte County Development Department '530 538-2140 530 538-754-1 + From: Michael Barth Re: Code Enforcement 337 Rocky Point Road s File No.: n/a Number -of -Pages,- Including Cover-: ' 2 Message: r, Again, please contact me if you have any questions. I can be reached at 916 798-6565. m Thank you, Michael Barth 0 9-30-03; 9:26AM; ;976 444 7085 # A- 2 IMP 341 -Rocky Point Road Oroville, CA 95966 September 30; 2003- - Butte County Development Department Building- Division 7 County Center Drive Oroville, CA 95965 - Attention: Code -Enforcement; Re: 337 Rocky Point. Road Dear Gentlepersons: I have written and telephoned your office now on three former occasions July 14, September 23, and September 29, 2003. My neighbor; Jeffery Guerin, who lives at 337 Rocky Point Road, has. been preparing a pad to construct a shop without a permit. Your office has been responsive to my complaint, and I trust that actions have been taken to stop this work. Unfortunately, whatever steps that your office has taken hashad no. effect. Yesterday, September 29, Mr. Griffith, the unlicensed general contractor performing this work, was on the job site at 9:00 a.m. and began cutting down trees that he -fell across my access. roadrendering it impassable... He continued to work throughout the day. The work is destroying the road. The backhoe, which has been present on the property all week, continues to be present on the property. I am beginning to loose patience with the process. I live in Sacramento and use this property as a retreat. I have not been able to go to my property because I am angry with my neighbor and -want to -avoid a physical,. confrontation. I have had to hire a person to watch the property and report to me the activities that are taking place. I am deprived of the lawful enjoyment of my property and it is difficult -to stand by passively while the - work continues without a building permit. Until now I have been willing to stand by and allow your department to protect my property. I have been treated well and quite -professionally by your employees -and -have previously had confidence that proper actions would be taken to stop this unlawful work. Even though I have not been apprised on all of the actions taken by your office, it appears to me that your -efforts to stop -this unlawful work have failed. This is evidenced - by the daily activities of Don Griffith. Mr. Griffith lives near my property at 351 Craig Access Road, and unfortunately has the time and access to continue this work and to harass me, the closest neighbor. Up to now I have felt that is not relevant to disclose to you that I am a licensed California attorney. 1 feel obligated to disclose this fact to you now because I have decided that my next step is to consult with the Butte County Counsel and request immediate relief. It is not my intent to cause difficulties for your office, but I am feeling that without some action to stop this activity that I will have little choice but to take legal action against Mr. Guerin, Mr. Griffith and perhaps Butte County in order to protect access to my property. Please do not hesitate to telephone me at (916) 798-6565, if I am misinformed regarding the actions of your office. I cannot stand by passively much °longer and watch insensitive and incompetent people dig out the mountain that supports my road and my property without a building permit. Very truly yours Michae . Barth PERMIT NO. 3335-75B P E M MH UTIL. PERMIT NO. PERMIT EXPIRES -/ ` / C, OWNER Richard Evans 'cONTR. Moseley -& Hill, Oroville LOCATION (A.P. 71-29-46 ) 20001 off 'sls Craig Rec Area Access Rd., Rock Point Peak :t r . i f i 1 Temp. Power Pole Ci 1�� CJI Called PG&E Temp. Elec. Serv. ,Zl —2-1- ::22y Called PG&E Temp. Gas Serv. Called PG&E JOB FINALED/ % — % S� (bate) I lye (Si/nate) ��a Y COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD DATE REMARKS OR CORRECTIONS r BUILDING BUILDING (Cont'd) PLUMBING Setback / Firewall ' Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor - 2 2- - Footings / Windows I -)- --/K%- 3rd Floor Stemwal I - 7 — Sidin -) % To out ---7cS— _ SlabRoof Sheathing Water Piping ® °' '-7 Piers '� `7 Roofing oZ Sewer Garage Fdn. Vents Fixtures'% -- Footings Garage Vents Water Htr. StemwaII Slab loor 11 Prov. for physically handicapped Heaters Appliances Carport Footings Conformance of ex. structure Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final. Footings Footing -% y ' Z S ELECTRICAL Masonry Walls Throat ✓ ? Rough ',N Reinf. Steel Final D - -Z Fixtures -7 _5 Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. 7 "7 Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. -) - Scratch Heating % �--' - %J Service 7 - 2 % -7j Brown Cooling % Z, - "7- 7j Temp. Pole Finish Ducts - Z 2- Underground Interior Lath- 4&A411ASVentilation Permanent Door Closer Final 2 - j -,v - 7 i— Final / Z - 1 '7-- 7 DATE REMARKS OR CORRECTIONS r THIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT REGULA- TIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 25, STATE OF CALIFORNIA, IN THE BUILDING LOCATED AT: Street Lot Number Tract No. EXTERIOR WALLS ManufacturerThickness/Type �— �2 R Value l CEILINGS ',� , Batts: Manufacturer (%!�G���d -- Thickness , R Value f Blown: Manufacturer Thickness No. Bags Wt./Bag Sq. Ft. Covered R Value_ FLOORS Manufacturer ` Thickness/Type _ - R Value t% SLAB ON GRADE Manufacturer Thickness/Type R Value Width of Insulation inches FOUNDATION WALLS BY. R Value CENSE No. Aa0 7 DATE I INSUL TION CONTRACTOR: HAWKINS INSULATION CO. LICENSE No. 2115-925 B TITLE 044,- DATE 7,Z �( 7r COUNTY OF BUTTE — DEPARTMENT OF PUBLIC W 7 County Center Drive Oroville, California 95965 'Telephone: 534-1541 ' APPLICATION AND PERMIT v authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X V. GZZ4/�Date -7%5- ignature 'ee or A ent Receipt No. 1,.2 71 4 1 of White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIREC3jaR OF P LIC WORKS By ��L Date7,,91 ~` 7 S Building permit expires Date �9, BUILDING Owner B ILDING VALUATION a o Mai I ing Address kSQ.FT.OCC. Lo Telephone No. Fireplace Contractor Total Valuation Mailing Addres s Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee 00 a Building Address con PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 76 Each Trap 1.50 e Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. ,— �- -� Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 FJAs Sa n Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma p 60' R/W Improvements p Lawn sprinkler system 2.00 Bldg n es Recd Parc pproval Plans provol Permit Fee $ NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service incl. 1 meter ` Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) _ Single Family Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -top or Oven 1.00 Water Heater'or Space Heater 1.00 Light fixtures b0 Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: c Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W., 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 Misc. wiring �Gco /0 7 License No.� co Classification ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Wor en's Compensation. rr-loorhave placed on file with the County of Butte a certificate of - Workmen's Compensation Insurance. ❑I certify that in the performance of the work for which this permit .is issued I shall not employ any person in any manner so as'to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relatina to building construction. and hereby TOTAL PERMIT FEE $ AM authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X V. GZZ4/�Date -7%5- ignature 'ee or A ent Receipt No. 1,.2 71 4 1 of White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIREC3jaR OF P LIC WORKS By ��L Date7,,91 ~` 7 S Building permit expires Date �9, COUNTY OF BUTTE — bEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Orovi Ile, California 95965 ,Telephone: 534-1541 v ' APPLICATION AND PERMIT autho ' e entatives of the y of Butte to enter upon the abov -m ntio property for i pecti purposes. (/ X Date ignoture of Permitee o Agent Re�i'N/ o. :34C7,11 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS Byate- Building te Building permit expires Date BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace Contractor Total Valuation Mailing Address a9 & 2 ,_S Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ Building Address® .2 ce-1PERMIT PLUMBING No. @ FEE FILING FEE $3.00 3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 / A. P. No. — (Q Zoning 8 Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F Svrhatimo Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans I Parcel Declaration Parcel Ma P 60' R/W provements Improvements Lawn sprinkler system 2.00 8 ans ec'd Parcel Approval Plans Approval Permit Fee $ 1-3,,.40$ e NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (morethan 12) Single Family Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures2 b 1� Receps., switches & fix outlets bWA 10 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No.21�5 V31 Classification--4::eMisc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. jj I have placed on file with the County of Butte a certificate of Y" -.Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit .is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laos relating to building construction, and hereby TOTAL PERMIT FEE f Sli $/3 autho ' e entatives of the y of Butte to enter upon the abov -m ntio property for i pecti purposes. (/ X Date ignoture of Permitee o Agent Re�i'N/ o. :34C7,11 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS Byate- Building te Building permit expires Date COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive Oroville, California 95965 'Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X to + X0. Sgnaof Permitee or Agent ec�f�93'� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By-�r%�G� Date Building permit res -Date- BUILDING Owner SQ. FT. OCC: BUILDING VALUATION Mailing Address Telephone No. Fireplace Contractor Total Valuation Mailing Add ss f Permit Fee Plan Checking Fee&/or Penalty Telephone No. 3`OS - Permit Fee $ i Building Address �� s PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 / A. P. No. — z -- (Q Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F9WS1 Sa Fire Dept. re Zone Use Permit ' Building sewer 5.00 EQA Parking Plans I Parcel Declaration Parcel Ma p 60' R/W Imp rovements p Lawn sprinkler system 2.00 Bldg. Plans Recd Parcel Approval Plans Approval Permit Fee $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 !�r. 0a ene&4/m r:• 3-S =7.5� Main service incl. 1 meter 3? - Additional meters, each 1.00 Sub -panel (12 or less) (mor 12) Single Family Ew Duplex ❑ Mobil Home ❑ Others ❑ R Cook -top or Oven 1.00 BO Water Welfer or Space Heater 1.00 , Light fixtures b.102510 s., swi & fix is _5-611 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style i Hoard, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. r 1.00 ' «% Air conditioner or heat pump 7- Io�r ®G7 Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 J,Ll Misc. wiring �+�10 License No.,Classification ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ -,-d $ SI No. @ FEE WORKMEN'S'COMPENSATION INSURANCEMECHANICAL I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this ermit ,is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT'FILING FEE J$3.00 Heating Cooling-, Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relatina to building construction, and hereby TOTAL PERMIT FEE $�2 authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X to + X0. Sgnaof Permitee or Agent ec�f�93'� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By-�r%�G� Date Building permit res -Date- COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive r- Oroville, California 95965 'Telephone: 534-4541 APPLICATION AND PERMIT �f 193- 7J J authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date ell, f 7.� ,� ignature of Per`miitee or rrlAlgeent RAceipt No. �7 9 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. , - DIRECTOR OF PUBLIC WORKS By _�? Date- 92F;07 ate 9Bu ding permit e _3'3 3�--%,5-_� BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace Contractor 00, Total Valuation Mailing Address/7--Po Permit Fee Plan Checking Fee&/or Penalty Telephone N 3 Permit Fee Building Address dB .Ss PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 . y Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 // A. P. No. —(p Zoning &Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fes < Sam+letFen Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA I Parking Plans I Parcel Declaration Parcel Ma p 60' R/W Improvements p Lawn sprinkler system 2.00 d I Parcel Approval Plans Approval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No.1 @ FEE PERMIT FILING FEE • J$3.00 Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (morethon 12) Single Family Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures Yu 2 Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & P ofess ions Rode under the name sty of(�2 Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 0 V Temp. Power Pole 5.00 Misc. wiring License No Classification -� ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑I certify that in the performance of the work for which this permit ,is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 ---T- 007 Heating ,00 Cooling dd Ventilation Hood 2.00 Permit Fee $ 10.0 $ loe I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relatina to building construction. and hereby TOTAL PERMIT FEE $ f%C authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date ell, f 7.� ,� ignature of Per`miitee or rrlAlgeent RAceipt No. �7 9 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. , - DIRECTOR OF PUBLIC WORKS By _�? Date- 92F;07 ate 9Bu ding permit e _3'3 3�--%,5-_� i Ile il do A rS�O'�ilw1��Y� Acr�ss .kob "�TAL c1 E'.. FUND f " Date 0 Assessors Parcel Number ❑ ❑ ❑. — ❑ ❑ ❑ — ❑ ❑ ❑ Scale: 1" _ Owner Name TQCI-7: 67,4L `A( Address / Phon Site Location CnntAt+ Nlinrn,& ®6 nn m FOR OFFICE USEONLY PROVIDE FOR ALL ADJACENT PARCELS Zoning: SIZE (AC): .General Plan Desig: ZONING: Size, Acres GEN PLAN: 4.00" USES: SITE PLAN _r �7 .... -A Assessor's Parcel Number. F2] f] U. — p, ®©— ®�] Scale: 1" _ Owner Name cTEIr 6 Address / Phon Site Location rnntar+ NlImre%� oh^nes FOR OFFICE U_SE ONLY Zoning: General Plan Desig: Size, Acres 4.00° PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: A.P, N, 071 -- 290 —046 5 ACRES EFF GOER I N 420 CORTE SUR NOVATO, CA. 94 949 'Ho 415=884- 2 1 TE 337 ROC ONTACT NAM 250" TO EX 10" -18ANK PROPERTY .L I P 3' CEDEI TREE -Z`Q 1/8� = 1/ SCALE 37 'PDX, 700 To UUHNER MARKER- 40� EXISTING PUMPHOUSE AND WELL 25� EXISTING STORAGE TANK APPDX. 600 TO CORNER 0 MARKER OAK TREE Un C) D m O � DO O X m o O O C7 �O ;xz ;o m �m i f' O I m o m D O 0 O ' D � G) Z7 C7 &J C CD Z � � OD m x OD >O0�zM-,j K c) N u' _. A.P, N, 071 - 290 -046 5 ACRES JEFF GUERIN 490r0PTF gIIR NnVATn. rA. 4a44_a PH. 415 -884 - SITE 337 ROC CONTACT NAME C 250/ TO EX i 10" -BANK PROPERTY LINE 3' CEDER TREE 37 = 26 URI VE WAY 1/8' = 1 " SCALE PDX. 700"T0 CORNER MARKER 40/ EXISTING PUMPHOUSE AND WELL 25 EXISTING STORAGE TANK _ I PROPERTY-� MIKE 13ARTH 15 ACRES APPDX. 600 TO CORNER 0 MARKER OAK TREE