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HomeMy WebLinkAbout047-270-02847-27 ,ANDERSON BROS. CONSTRUCTION Wiyl 13636 Hwy 99 E, Chico -Dlar th - V a -1-ley, Ready- -Mix - -7/dU Permit-,'#1493-88B(new repair shop) 047 '27004 4147 0 'PERMIT#95-`-O - - ANDERSON-,BROS INC " - ' - -1 1 -7. '00 1.3636 "Hwy`' 99E ',.Chico _Cont:'"Ely Roofing Reroof/rej"air sfiop_ r 047-270-06* ada 01- �902 ,ANDERSON BRbTl#R4S.-)jj L,);L, 13670 ANDERSON BROS DR CHICO CONT: NORTH VALLEY BUILDERS NEW COMM MINI STORAGE CERTIFICATE OF MERGER AP # (),q�4 2,4-6 baT I W W16111 MASONRY WALLS N E S W 1st Lift: 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift i FIRE WALLS Occu ancy, Area, Property) Gypsum Board 1 st Layer 2nd Layer i t Walls pp Ceiling 4` ~ i, NOTES 4 a i d � sY ♦ . .r . •3 s a� t rs e COMMERCIAL 047-270-004 01-1902 77t ANDERSON BROTHERS 113670 ANDERSON BROS DR CHICO l CONT: NORTH IINI STORAGE VALLEY BUILDERS 'NEW ' 'T.v,-3j.��R63 JOB FINALE[ Signature V=OK O = Not OK - = Not Applicable C O G = Not Reedy G Date UNDERgAFIMOR (Plans) OK except If's idfonin - acks-Easements-Flood-Slope-Soil Report g., Main; Soils-Ufer Ground.-Ftg. Depth %e 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Rei -Grade-Placement J,,j 1a-61 Slab; Steel -Wrapped -Wire Mesh% B. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Understab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except If's 16' Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. O.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Handicap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ff's 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except a's 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. H.V.A.C.-Ventilation -Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Caro B-1 Date FRAMING (Plans) OK except R's 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) . 44. Fire Stops; Furred Ceilings -Stairs -Chases 45 Headers & Beam -Size & Bearing -Support Fix. (NOTE: An entry must be made each RCIAL Cz Date FRAMING (Continued) _ 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall -Doc rs-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing time you visit the job site) Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except n's 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic ❑ Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor o Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Pibg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged: Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of OccuDancv time you visit the job site) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754Y7�rX AER IT9 NO. (Rev. 12/96) APPLICATION AND PERMIT Y �. ASSESSOR PARCEL NUMBER 047-270-004 ZONING C 1 - BUILDING PERMIT OWNER ANDERSON BROTHERS TELEPHONE 521-0326 SO. FT. OCC. BUILDING VALUATION �63 350- 0 OWNERIS MAILING ADDRESS 5584 LI 6 ,36 CONTRACTOR'S NAME NORTH VALLEY TELEPHONE - CONTRACTORS MAILING ADDRESS -11-THREE—SE= TN-C—CHTC ), CA 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER CRAND L -EE'N EIRTNG LICENSE NO. 32934 Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS 402_$2_,1_ 41 STF. R n 14TTP.0,T CA 93644 Plan Checking Fee Ju 1�3 BUILDING ADDRESS 67_0_ANDERS0N_BR0�RS—BRAC Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMITI ing ri5e 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other MINI STORAGE SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New CX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW COMMERCIAL MINI STORAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Feel 20.00 ov OR LESS Main Service . ..LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class _F1Lic. No. 3Q�i9 L� OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. BLD S. SO 3.5¢FT; �N H' -R SI.ONSMULTI.OUT f @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLEr OR FIXTURES p @'.00 BAL @ .50 FIXEI Ex. Occup..OUTLETS ((RES DP. °EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section X 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier �j'>A-� CoMIP Policy Number = J -L -CC) 441 c44 6pDD.6- / (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. I X Date _ _ Signat of Applicant - ❑ Ox4fi& ❑ Contractor Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation n PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST. TYPE 53 AL FEE $ W1. 85/ HAz D FEES co p EL I IV I HDISS This permit is hereby issued under the of the Butte County Code and/or indicated abo a for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date fikio Date Receipt No. �� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PIW#1NSPECTOR GOLDENROD -APPLICANT 1, Plot Plan Attach d. U P ONLY Floc► Plen A d x: Sant to B.O. / TO: Building Department FROM: Environmental Health, SUBJECT: Sanitation Clearance ,A"I,- s6 4 /,3ry s , �-2 /�.o. �d^. � 7— 270 Owner ,Location AP# Plan Approved for: Sewage Disposal Water Supply: Public, Private Well � Clearance for Wig. Other /U cMf -a5z= A Jam, ffd'x36 "";,?o Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTS' OF BUTTE -DEPARTMENT OF LYEV���OPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLI'; CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: O 4/ % 76 - e/o fl Proposed Building Use: j4atj G. Building Inspector: (V CSI- - Date: h''- -0 / At time of permit application, I was advised Vie following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. items have been submitted .---------------------------�-- ----------------------------------- -- ----------------- Plot plans, 3/4 sets, signed by the preparer of plans./WA"wo_d �'^{aj --- ----- ------ --------- 113. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ` x: azardo . al Form. ------------------------------------------------------------------------------------------ ❑9. Moho Home data and installation instructions including Tie Down Specifications .------------------ 1 a. Fees of $ 119-7= ------------------------------------------------------------------------------------- . Impact fees as shown on the attached schedule.----------------------------------------------------------------- _ 2 alifornia Department of Forestry plan approval/feeslod--,::�-�-- a - �1--------------------------------------- - $35. Flood elevation certificate. ---------------------------------------------------------------------------------------- Sanitation and plot plan approval &on Health Department. -------------------------------------------. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- 109. lanning approval for (A) Use: 0i4- (B) Parking: -------------------=------ )I- ID- a i ntact Land Development about ®Improvements, 3-H ainage, gal Parcel. ----------------------- it G 0/ Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 1120. Pre -inspection for required Request to Building Inspector on 112 1. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ❑22. Workers' Compensation carrier and policy number. --------------------------------------------- =------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - --------------- ---------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. ------------------------------ T! Existing violations and/or expired permits.' - 0 29. ermits.- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ f heck to H.C.D $ 030. Other: (Date) When you issue the(�ermit rocess as follows ❑ Mail to owner, ❑ rl to contractor. ftelephone a -t s _,Z � � and hold for pickup at =0 office. ❑ Deliver with inspector. ,57-i2 Uc r. IZEVI Eh/ /o/ 9/0/ /' f%. - Applicant: ,Qd14�Date: d Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air pollution Date: f U By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: b -E Cir W 1{;a , elan' Check List $ 2. Additional items required: ,f Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by` Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter; by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divisioncounter, by Date: Plans reviewed by: Date: Plans approved by: / Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: /' Date: Yellow Copy - Department of Development Services, Building Division. J Y• OWNER COUN'T'Y OF.,IBUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE PROPOSED BUILDING USE 0--Balance BUILDING PERMIT FEES Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ t--Revised Plan Checking Fee....... .................. $ 2. SCHOOL DISTRICT (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ 1 Units Commercial (sq. ft.) ...................... 2'360 x $0.03 = $ Sq. ft. 4. URBAN AREA FEES ___7 0 Residential ............................ x = $ E Commercial (Sq. ft.) ............. 8 iBo x Sq. ft. RECREATION DISTRICT FEES Amt. Amt. A.P.# 0�-7� DATE RECEIPT # DATE REC. II�SD l /,1y C� 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK Q' �- $89.00 (paid at Building Division) At, 8. WATER TENDER FEES (Battalion # ). $200.00 (paid at Building Division) •9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) r - 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE d Z U Pursuant to Governmet Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned. items during which you may protest. The requirements for a protest are specified in Government, Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) 0 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 (530)538-7541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in.accordance with the requirements of the Uniform Building Code under permit number 01-1902 & 0 1- 1903 for the following: Use Classification Two Mini Storage Buildings Address or Location 13670 Anderson Brothers Drive, California Group: S-3 Occupancy, Type: II -N Construction. It is hereby certified for the occupancy described above and may be occupied. Date: 02-01-2002 B //e Micha6l C. Vieira Manager, Building Inspection Department C o u m y J. Michael Crump, Director Warner C. Phillips, Assistant Director March 18, 2002 Anderson Brothers Corp. Owen Septic Service, Inc. 5584 Little Grand Canyon Drive Paradise, CA 95969 of Public Works o f B u t t e LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 Re: Certificate of Merger AP 047-270-004, 021, 022, 023, 024 & 027 -Dear Property Owners: Enclosed please find the Certificate of Merger that was issued 'by the Butte County Department of Public Works and recorded on March 5, 2002, under Serial Number 2002-0010900, in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, �U C -rte Stuart Edell Manager, Ladd Development Division SE/kp Enclosure cc: '/Building Division Environmental Health Dept. Feeney Engineering D MAR 18 2002 D BUTTE COUNTY PLANNING DIVISION AFTER RECORDING RETURN TO: Butte County Public Works LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 2002-0010900 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 12:57PM 05 -Mar -2002 CERTIFICATE OF MERGER REC FEE Maureen Page 1 of 19 61.00 1� THIS DOCUMENT IS BEING RECORDED TO CORRECT THE LEGAL DESCRIPTIONS CONTAINED IN EXHIBITS "C" AND "D" AND 70.CORRECT THE CORRESPONDING PLAT, EXHIBIT "G", ATTACHED TO THE CERTIFICATE OF MERGER RECORDED DECEMBER 10, 2001, UNDER SERIAL NUMBER 2001-0058627. LANDS BEING MERGED: AP NUMBER(S) 047-270-004, 021, 022, 023, 024 and 027 SUBDIVISION / PARCEL MAP: BOOK PAGE BLOCK LOTS) BOOK PAGE BLOCK LOT(S As of the date of recordation, those lands noted above are merged to create 6 parcel(s) of land as described in Exhibit(s) A, B, C, D, E, F & G attached hereto. r March 5, 2002 MIKE CRUMP DATE Director of Public Works OWNERS' CONSENT TO MERGER ANDERSON BROTHER'S CORPORATION AND OWEN'S SEPTICE SERVICE INC as owners of all that real property to be merged, do hereby consent and agree to the merger of such lands into that / those parcel(s) as described in Exhibit(s) A, B, C, D, E, F & G attached hereto. ALL SIGNATURES MUST BE NOTARIZED: � _'Qj, /C 4��' David R. Anderson President Anderson Brothers Corporation Vice President Owen's Septic Service, Inc. Z- 19-0,- DATE 9-oz DATE State of California County of Butte On February 19, 2002; before me, a Notary Public, personally appeared DAVID R. ANDERSON personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity(ies), and that by his signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument. This document has been subscribed and sworn to before me on the above date. .•••• RASHELL BROWN GUTIERREZ N COMM / 1332847 OG s NOTARY PUBLIC-MFORPM Q COUNTY OF BUTTE Comm. Expims NO, 2005 1 1191 (SEAL) EXHIBIT A PARCEL A ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: A PORTION OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT AN IRON PIPE MARKING THE SOUTH QUARTER CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M.; THENCE SOUTH 89024'00" WEST, ALONG THE TOWNSHIP LINE, A DISTANCE OF 2590.00 FEET TO AN IRON PIPE MARKING THE SOUTHEAST CORNER OF THAT PARCEL OF LAND CONVEYED TO CHESTER C. DANA AND OTHERS BY DEED RECORDED IN BOOK 467, AT PAGE(S) 23, OFFICIAL RECORDS AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 89024'00" WEST ALONG SAID TOWNSHIP LINE A DISTANCE OF 475.64 FEET; THENCE NORTH 00036'00" WEST A DISTANCE OF 86.59 FEET TO THE CENTERLINv'E OF ANDERSON BROTHERS DRIVE; THENCE NORTH 89023'07" EAST, ALONG SAID CENTERLINE, A DISTANCE OF 23.09 FEET; THENCE NORTH 00036'53" WEST, ALONG SAID CENTERLINE, A DISTANCE OF 63.40 FEET,- THENCE EET;THENCE NORTH 89024'00" EAST A DISTANCE OF 452.56 FEET TO A POINT ON THE EASTERLY LINE OF SAID PARCEL CONVEYED TO CHESTER C. DANA, AND OTHERS; THENCE SOUTH 00036'00" EAST ALONG SAID EASTERLY LINE, -A DISTANCE OF 150.00 FEET TO THE TRUE POINT OF BEGINNING. RESERVING THEREFROM AND TOGETHER WITH THE EASEMENT FOR RIGHT OF WAY & PUBLIC UTILITIES (ANDERSON BROTHERS DRIVE) DESCRIBED AS FOLLOWS: A 60.00 FOOT WIDE RIGHT OF WAY AND PUBLIC UTILITY EASEMENT LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT AN IRON PIPE MARKING THE SOUTH QUARTER CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B.&M.; THENCE SOUTH 89024'00" WEST, ALONG THE TOWNSHIP LINE, A DISTANCE OF 3208.34 FEET TO A POINT ON THE NORTHEASTERLY RIGHT OF WAY LINE OF STATE HIGHWAY 99 AS DESCRIBED IN THE DEED EXHIBIT "A" PAGE 1 OF 2 RECORDED UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 85-21774, SAID POINT BEING ON A 950.00 FOOT RADIUS CURVE (AT WHICH POINT A RADIAL LINE BEARS SOUTH 59°57'37" WEST); THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04040'11" A DISTANCE OF 77.43 FEET TO THE CENTERLINE OF ANDERSON BROTHERS DRIVE, SAID POINT BEING THE TRUE POINT OF BEGINNING FOR THE EASEMENT HEREIN DESCRIBED: THENCE NORTH 60006'48" EAST, ALONG SAID CENTERLINE, A DISTANCE OF 24.14 FEET TO THE BEGINNING OF A 70.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND SAID CENTERLINE THROUGH A CENTRAL ANGLE OF 29016'l 9" A DISTANCE OF 35.76 FEET; THENCE NORTH 89023'07" EAST, ALONG SAID CENTERLINE, A DISTANCE OF 151.28 FEET; THENCE NORTH 00036'53" WEST, ALONG SAID CENTERLINE A DISTANCE OF 126.47 FEET TO THE BEGINNING OF AN 80.00 FOOT RADIUS CURVE TO THE LEFT; . THENCE NORTHWESTERLY ALONG SAID CENTERLINE AND THE ARC OF SAID CURVE THRU A CENTRAL ANGLE OF 30058'40" A DISTANCE OF 43.26 FEET; THENCE NORTH 31035'33" WEST ALONG SAID CENTERLINE A DISTANC EOF 224.51 FEET TO THE BEGINNING OF A 140.00 FOOT RADIUS CURVE TO THE LEFT,- THENCE EFT;THENCE NORTHWESTSERLY, WESTERLY AND SOUTHWESTERLY ALONG SAID CENTERLINE AND THE ARC OF SAID CURVE THRU A CENTRAL ANGLE OF 85017'39" A DISTANCE OF 208.41 FEET; THENCE SOUTH 63006'48" WEST, ALONG SAID CENTERLINE A DISTANCE OF 102.40 FEET TO A POINT ON SAID NORTHEASTERLY RIGHT OF WAY LINE OF STATE HIGHWAY 99 AND THE TRUE POINT OF BEGINNING. NOTE: 1. FURTHER DEVELOPMENT MAY REQUIRE INSTALLATION OF ADDITIONAL FIRE HYDRANTS. 2. MEET THE FIRE SAFE REGULATIONS OF PUBLIC RESOURCE CODE 4290 AND THE BUTTE COUNTY CODE. W o. P 7 �9r Cf VIL ..�y� _uF CAUt EXHIBIT "A" PAGE 2 OF 2 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: A PORTION OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 1. EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT AN IRON PIPE MARKING THE SOUTH QUARTER CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M. THENCE SOUTH 89024'00" WEST, ALONG THE TOWNSHIP LINE, A DISTANCE'OF 2590.00 FEET TO AN IRON PIPE MARKING THE SOUTHEAST CORNER OF THAT PARCEL OF LAND CONVEYED TO CHESTER C. DANA AND OTHERS BY DEED RECORDED IN BOOK 467, AT PAGE(S) 23, OFFICIAL RECORDS; THENCE SOUTH 89024'00" WEST ALONG SAID TOWNSHIP LINE A DISTANCE OF 475.64 FEET TO THE TRUE POINT OF BEGNINNING; THENCE SOUTH 89024'00" WEST, ALONG SAID TOWNSHIP LINE, A DISTANCE Or 142.70 FEET TO A P0E'T ON THE NORTH EASTEiRLY RIGHT OF WAY LINE OF STATE HIGHWAY 99 AS DESCRIBED IN THE DEED , RECORDED UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 85-21774, SAID POINT BEING ON A 950.00 FOOT RADIUS CURVE (AT WHICH POINT A RADIAL LINE BEARS SOUTH 59°57'37" WEST); THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 40401Y' A DISTANCE OF 77.43 FEET TO THE CENTERLINE OF ANDERSON BROTHERS DRIVE; THENCE NORTH 60006'48" EAST, ALONG SAID CENTERLINE, A DISTANCE OF 24.14 FEET TO THE BEGINNING OF A 70.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND SAID CENTERLINE THROUGH A CENTRAL ANGLE OF 29016'19" A DISTANCE OF 35.76 FEET; THENCE NORTH 890 23'07" EAST, ALONG SAID CENTERLINE, A DISTANCE OF 128.19 FEET TO A POINT THAT BEARS NORTH 00036'00" WEST A DISTANCE OF 89.59 FEET FROM SAID POINT OF BEGINNING; THENCE SOUTH 00036'00" EAST A DISTANCE OF 86.59 FEET TO THE TRUE POINT OF BEGINNING. RESERVING THEREFROM AND TOGETHER WITH THE EASEMENT FOR RIGHT OF WAY & PUBLIC UTILITIES (ANDERSON BROTHERS DRIVE) pESCRIBED AS FOLLOWS: EXHIBIT"B" PAGE 1 OF 3 A 60.00 FOOT WIDE RIGHT OF WAY AND PUBLIC UTILITY EASEMENT LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT AN IRON PIPE MARKING THE SOUTH QUARTER CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE. I EAST, M.D.B.&M.; THENCE SOUTH 89024'00" WEST, ALONG THE TOWNSHIP LINE, A DISTANCE OF 3208.34 FEET TO A POINT ON THE NORTHEASTERLY RIGHT OF WAY LINE OF STATE HIGHWAY 99 AS DESCRIBED IN THE DEED RECORDED UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 85-21774, SAID POINT BEING ON A 950.00 FOOT RADIUS CURVE (AT WHICH POINT A RADIAL LINE BEARS SOUTH 59057'37" WEST),- THENCE EST);THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04040'11" A DISTANCE OF 77.43 FEET TO THE CENTERLINE OF ANDERSON BROTHERS DRIVE, SAID POINT BEING THE TRUE POINT OF BEGINNING FOR THE EASEMENT HEREIN DESCRIBED: THENCE NORTH 60006'48" EAST, ALONG SAID CENTERLINE, A DISTANCE OF 24. i4 FEET TO THE BEGf NNING OF A 70.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND SAID CENTERLINE THROUGH A CENTRAL ANGLE OF 29016'19" A DISTANCE OF 35.76 FEET; THENCE NORTH 89023'07" EAST, ALONG SAID CENTERLINE, A DISTANCE OF 151.28 FEET,- THENCE EET;THENCE NORTH 00036'53" WEST, ALONG SAID CENTERLINE A DISTANCE OF 126.47 FEET TO THE BEGINNING OF AN 80.00 FOOT RADIUS CURVE TO THE LEFT; THENCE NORTHWESTERLY ALONG SAID CENTERLINE AND THE ARC OF SAID CURVE THRU A CENTRAL ANGLE OF 30058'40" A DISTANCE OF 43.26 FEET; THENCE NORTH 31035'33" WEST ALONG SAID CENTERLINE A DISTANCE OF 224.51 FEET TO THE BEGINNING OF A 140.00 FOOT RADIUS CURVE TO THE LEFT; THENCE NORTHWESTSERLY, WESTERLY AND SOUTHWESTERLY ALONG SAID CENTERLINE AND THE ARC OF SAID CURVE THRU A CENTRAL ANGLE OF 85017'39" A DISTANCE OF 208.41 FEET; THENCE SOUTH 63006'48" WEST, ALONG SAID CENTERLINE A DISTANCE OF 102.40 FEET TO A POINT ON SAID NORTHEASTERLY RIGHT OF WAY LINE OF STATE HIGHWAY 99 AND THE TRUE POINT OF BEGINNING. EXHIBIT `B" PAGE 2 OF 3 NOTE: 1. FURTHER DEVELOPMENT MAY REQUIRE INSTALLATION OF ADDITIONAL FIRE HYDRANTS. 2. MEET THE FIRE SAFE REGULATIONS OF PUBLIC RESOURCE CODE 4290 AND THE BUTTE COUNTY CODE. civic iat-� 1 PAGE 3 OF 3 EXHIBIT C PARCEL C ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: A PORTION OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT AN IRON PIPE MARKING THE SOUTH QUARTER CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M.; THENCE SOUTH 89024'00" WEST, ALONG THE TOWNSHIP LINE, A DISTANCE OF 2590.00 FEET TO AN IRON PIPE MARKING THE SOUTHEAST CORNER OF THAT PARCEL OF LAND CONVEYED TO CHESTER C. DANA AND OTHERS BY DEED RECORDED IN BOOK 467, AT PAGE(S) 23, OFFICIAL RECORDS; THENCE SOUTH 89024'00" WEST, CONTINUING ALONG THE TOWNSHIP LINE, A DISTANCE OF 475.64 FEET; THENCE NORTH 00036'00" WEST A DISTANCE OF 86.59 FEET TO A POINT ON THE CENTERLINTE Or ANDERSOINT BROTIMRS DRIVE,- THENCE RIVE;THENCE SOUTH 89023'OT' WEST, ALONG SAID CENTERLINE, A DISTANCE OF 88.15 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 89023'07" WEST, ALONG SAID CENTERLINE, A DISTANCE OF 40.04 FEET TO THE BEGINNING OF A 70.00 FOOT RADIUS CURVE TO THE LEFT; THENCE WESTERLY ALONG SAID CENTERLINE AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29016'19" A DISTANCE OF 3 5.76 FEET; THENCE SOUTH 60006'48" WEST, ALONG SAID CENTERLINE, A DISTANCE OF 24.14 FEET TO A POINT ON THE NORTHEASTERLY RIGHT OF WAY LINE OF STATE HIGHWAY 99, AS DESCRIBED IN DEED RECORDED UNDER RECORDER'S SERIAL NUMBER 85-21774, SAID POINT BEING ON A 950.00 FOOT RADIUS (AT WHICH POINT A RADIAL LINE BEARS SOUTH 59057'37" WEST),- THENCE EST);THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03004'23" A DISTANCE OF 50.95 FEET; THENCE NORTH 26058'00" WEST, ALONG SAID NORTHEASTERLY RIGHT OF WAY LINE, A DISTANCE OF 127.43 FEET; THENCE NORTH 89024'00" EAST A DISTANCE OF 175.71 FEET TO A POINT WHICH BEARS SOUTH 00036'53" EAST A DISTANCE OF 138.43 FEET FROM SAID TRUE POINT OF BEGINNING, THENCE SOUTH 00036'53" EAST A DISTANCE OF 138.43 FEET TO THE TRUE POINT OF BEGINNING. EXHIBIT "C" PAGE 1 OF 3 RESERVING THEREFROM AND TOGETHER WITH THE EASEMENT FOR RIGHT OF WAY & PUBLIC UTILITIES (ANDERSON BROTHERS DRIVE) DESCRIBED AS FOLLOWS: A 60.00 FOOT WIDE RIGHT OF WAY AND PUBLIC UTILITY EASEMENT LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: . COMMENCING AT AN IRON PIPE MARKING THE SOUTH QUARTER CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B.&M.; THENCE SOUTH 89024'00" WEST, ALONG THE TOWNSHIP LINE, A DISTANCE OF 3208.34 FEET TO A POINT ON THE NORTHEASTERLY RIGHT OF WAY LINE OF STATE HIGHWAY 99 AS DESCRIBED IN THE DEED RECORDED UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 85-21774, SAID POINT BEING ON A 950.00 FOOT RADIUS CURVE (AT WHICH POINT A RADIAL LINE BEARS SOUTH 59057'37" WEST); THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04040'11" A DISTANCE OF 77.43 FEET TO THE CENTERLINE OF ANDERSON BROTHERS DRIVE, SAID POINT BEING THE TRUE POINT OF BEGINNING FOR THE EASEMENT HEREIN DESCRIBED: THENCE NORTH 60006'48" EAST, ALONG SAID CENTERLINE, A DISTANCE OF 24.14 FEET TO THE BEGINNING OF A 70.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND SAID CENTERLINE THROUGH A CENTRAL ANGLE OF 29016'19" A DISTANCE OF 35.76 FEET; THENCE NORTH 89023'07" EAST, ALONG SAID CENTERLINE, A DISTANCE OF 151.28 FEET; THENCE NORTH 00036'53" WEST, ALONG SAID CENTERLINE A DISTANCE OF 126.47 FEET TO THE BEGINNING OF AN 80.00 FOOT RADIUS CURVE TO THE LEFT; THENCE NORTHWESTERLY ALONG SAID CENTERLINE AND THE ARC OF SAID CURVE THRU A CENTRAL ANGLE OF 30058'40" A DISTANCE OF 43.26 FEET; THENCE NORTH 31035'33" WEST ALONG SAID CENTERLINE A DISTANCE OF 224.51 FEET TO THE BEGINNING OF A 140.00 FOOT RADIUS CURVE TO THE LEFT; THENCE NORTHWESTSERLY, WESTERLY AND SOUTHWESTERLY ALONG SAID CENTERLINE AND THE ARC OF SAID CURVE THRU A CENTRAL ANGLE OF 85017'39" A DISTANCE OF 208.41 FEET; THENCE SOUTH 63006'48" WEST, ALONG SAID CENTERLINE A DISTANCE OF 102.40 FEET TO A POINT ON SAID NORTHEASTERLY RIGHT OF WAY LINE OF STATE HIGHWAY 99 AND THE TRUE POINT OF BEGINNING. EXHIBIT "C" PAGE 2 OF 3 NOTE: 1. FURTHER DEVELOPMENT MAY REQUIRE INSTALLATION OF ADDITIONAL FIRE HYDRANTS. 2. MEET THE FIRE SAFE REGULATIONS OF PUBLIC RESOURCE CODE 4290 AND THE BUTTE COUNTY CODE. EXHIBIT "C" PAGE 3 OF 3 EX [BIT D PARCEL D ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: A PORTION OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT AN IRON PIPE MARKING THE SOUTH QUARTER CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M. THENCE SOUTH 89024'00" WEST, ALONG THE TOWNSHIP LINE, A DISTANCE OF 2590.00 FEET TO AN IRON PIPE MARKING THE SOUTHEAST CORNER OF THAT PARCEL OF LAND CONVEYED TO CHESTER C. DANA AND OTHERS BY DEED RECORDED IN BOOK 467, AT PAGE(S) 23, OFFICIAL RECORDS; THENCE SOUTH 89024'00" WEST, ALONG SAID TOWNSHIP LINE, A DISTANCE OF 475.64 FEET; THENCE NORTH 00036'00" WEST A DISTANCE OF 86.59 FEET TO A POINT 'J�: THE CE ivTERLIN Or A'tiDERSON BROTHERS DRIVE, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE SOUTH 89023'07" WEST, ALONG SAID CENTERLINE, A DISTANCE OF 88.15 FEET; THENCE NORTH 00036'53" WEST A DISTANCE OF 138.43 FEET; THENCE NORTH 89024'00" EAST A DISTANCE OF 110.35 FEET TO A POINT ON SAID CENTERLINE, SAID POINT BEING ON AN 80.00 FOOT RADIUS CURVE (AT WHICH POINT A RADIAL LINE BEARS NORTH 80°48'24" EAST); THENCE SOUTHERLY ALONG SAID CENTERLINE AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 08034'43" A DISTANCE OF 11.98 FEET,- THENCE EET;THENCE SOUTH 00°36'53" EAST, ALONG SAID CENTERLINE, A DISTANCE OF 126.47 FEET; THENCE SOUTH 89023'07" WEST, ALONG SAID CENTERLINE, A DISTANCE OF 23.09 FEET TO THE TRUE POINT OF BEGINNING. RESERVING THEREFROM AND TOGETHER WITH THE EASEMENT FOR RIGHT OF WAY & PUBLIC UTILITIES (ANDERSON BROTHERS DRIVE) DESCRIBED AS FOLLOWS: A 60.00 FOOT WIDE RIGHT OF WAY AND PUBLIC UTILITY EASEMENT LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: EXHIBIT "D" PAGE 1 OF 2 COMMENCING AT AN IRON PIPE MARKING THE SOUTH QUARTER CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B.&M.; THENCE SOUTH 89024'00" WEST, ALONG THE TOWNSHIP LINE, A DISTANCE OF 3208.34 FEET TO A POINT ON THE NORTHEASTERLY RIGHT OF WAY LINE OF STATE HIGHWAY 99 AS DESCRIBED IN THE DEED RECORDED UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 85-21774, SAID POINT BEING ON A 950.00 FOOT RADIUS CURVE (AT WHICH POINT A RADIAL LINE BEARS SOUTH 59°57'37" WEST); THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04040'11" A DISTANCE OF 77.43 FEET TO THE CENTERLINE OF ANDERSON BROTHERS DRIVE, SAID POINT BEING THE TRUE POINT OF BEGINNING FOR THE EASEMENT HEREIN DESCRIBED: THENCE NORTH 60006'48" EAST, ALONG SAID CENTERLINE, A DISTANCE OF 24.14 FEET TO THE BEGINNING OF A 70.00 FOOT RADIUS CURVE TO THE RIGHT,- THENCE IGHT;THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND SAID CENTERLINE THROUGH A CENTRAL ANGLE OF 29016'19" A DISTANCE OF 3 5.76 FEET; THENCE NORTH 89023'07" EAST, ALONG SAID CENTERLINE, A DISTANCE OF 151.28 FEET; THENCE NORTH 0003653" WEST, ALONG SAID CENTERLINE A DISTANCE OF 126.47 FEET TO THE BEGINNING OF AN 80.00 FOOT RADIUS CURVE TO THE LEFT; THENCE NORTHWESTERLY ALONG SAID CENTERLINE AND THE ARC OF SAID CURVE THRU A CENTRAL ANGLE OF 30058'40" A DISTANCE OF 43.26 FEET; THENCE NORTH 31035'33" WEST ALONG SAID CENTERLINE A DISTANCE OF 224.51 FEET TO THE BEGINNING OF A 140.00 FOOT RADIUS CURVE TO THE LEFT; THENCE NORTHWESTSERLY, WESTERLY AND SOUTHWESTERLY ALONG SAID CENTERLINE AND THE ARC OF SAID CURVE THRU A CENTRAL ANGLE OF 85017'39" A DISTANCE OF 208.41 FEET; THENCE SOUTH 63006'48" WEST, ALONG SAID CENTERLINE A DISTANCE OF 102.40 FEET TO A POINT ON SAID NORTHEASTERLY RIGHT OF WAY LINE OF STATE HIGHWAY 99 AND THE TRUE POINT OF BEGINNING. NOTE: 1. FURTHER DEVELOPMENT MAY REQUIRE INSTALLATION OF ADDITIONAL FIRE HYDRANTS. 2. MEET THE FIRE SAFE REGULATIONS OF PUBLIC RESOURCE CODE 4290 AND THE BUTTE COUNTY CODE. PAGE 2OF2 EXHIBIT E PARCEL E ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: A PORTION OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT AN IRON PIPE MARKING THE SOUTH QUARTER CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B.&M.; THENCE SOUTH 89024'00" WEST, ALONG THE TOWNSHIP LINE, A DISTANCE OF 2590.00 FEET TO AN IRON PIPE MARKING THE SOUTHEAST CORNER OF THAT PARCEL OF LAND CONVEYED TO CHESTER C. DANA AND OTHERS BY DEED RECRODED INBOOK 467, AT PAGE(S) 23, OFFICIAL RECORDS,- THENCE ECORDS;THENCE SOUTH 89024'00" WEST ALONG SAID TOWNSHIP LINE, A DISTANCE OF 475.64 FEET; THENCE NORTH 00036'00" WEST A DISTANCE OF 86.59 FEET TO A POINT ON THE CENTERLINE OF ANDERSON BROTHERS DRIVE, THEINCE S O' UTH 89°23'07" WEST, ALONG SAID CENTERLINE, A DISTANCE OF 88.1.5 FEET; THENCE NORTH 00036'53" WEST A DISTANCE OF 138.43 FEET TO THE TRUE POINT OF BEGINNING,- THENCE EGINNING;THENCE NORTH 89024'00" EAST A DISTANCE OF 110.35 FEET TO A POINT ON SAID CENTERLINE, SAID POINT BEING ON AN 80.00 FOOT RADIUS CURVE (AT WHICH POINT A RADIAL LINE BEARS NORTH 80048'24" EAST); THENCE NORTHERLY ALONG SAID CENTERLINE AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 2202357" A DISTANCE OF 31.28 FEET; THENCE NORTH 31035'33" WEST ALONG SAID CENTERLINE, A DISTANCE OF 224.51 FEET, TO A POINT ON SAID CENTERLINE, SAID POINT BEING ON A 140.00 FOOT RADIUS CURVE; THENCE NORTHERLY AND WESTERLY ALONG SAID CENTERLINE AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 85017'39" A DISTANCE OF 208.41 FEET; THENCE SOUTH 63006'48" WEST, ALONG SAID CENTERLINE, A DISTANCE OF 102.40 FEET TO A POINT ON THE NORTH EASTERLY RIGHT OF WAY LINE OF STATE HIGHWAY 99 AS DESCRIBED IN THE DEED RECORDED UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 85-21774; THENCE ALONG SAID RIGHT OF WAY LINE SOUTH 26058'00" EAST A DISTANCE OF 256.46 FEET; THENCE NORTH 89024'00" EAST A DISTANCE OF 175.71 FEET TO THE TRUE POINT OF BEGINNING. EXHIBIT "E" PAGE 1 OF 3 RESERVING THEREFROM AND TOGETHER WITH THE EASEMENT FOR RIGHT OF WAY & PUBLIC UTILITIES (ANDERSON BROTHERS DRIVE) DESCRIBED AS FOLLOWS: A 60.00 FOOT WIDE RIGHT OF WAY AND PUBLIC UTILITY EASEMENT LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT AN IRON PIPE MARKING THE SOUTH QUARTER CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B.&M.; THENCE SOUTH 89024'00" WEST, ALONG THE TOWNSHIP LINE, A DISTANCE OF 3208.34 FEET TO A POINT ON THE NORTHEASTERLY RIGHT OF WAY LINE OF STATE HIGHWAY 99 AS DESCRIBED IN THE DEED RECORDED UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 85-21774, SAID POINT BEING ON A 950.00 FOOT RADIUS CURVE (AT WHICH POINT A RADIAL LINE BEARS SOUTH 59057'37" WEST); THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04040'11" A DISTANCE OF 77.43 FEET TO THE CENTERLINE OF ANDERSON BROTHERS DRIVE, SAID POINT BEING THE TRUE POINT OF BEGINNING FOR THE EASEMENT HEREIN DESCRIBED: THENCE NORTH 60006'48" EAST, ALONG SAID CENTERLINE, A DISTANCE OF 24.14 FEET TO THE BEGINNING OF A 70.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND SAID CENTERLINE THROUGH A CENTRAL ANGLE OF 29016'19" A DISTANCE OF 35.76 FEET; THENCE NORTH 89023'07" EAST, ALONG SAID CENTERLINE, A DISTANCE OF 151.28 FEET; THENCE NORTH 00036'53" WEST, ALONG SAID CENTERLINE A DISTANCE OF 126.47 FEET TO THE BEGINNING OF AN 80.00 FOOT RADIUS CURVE TO THE LEFT; THENCE NORTHWESTERLY ALONG SAID CENTERLINE AND THE ARC OF SAID CURVE THRU A CENTRAL ANGLE OF 30058'40" A DISTANCE OF 43.26 FEET; THENCE NORTH 31035'33" WEST ALONG SAID CENTERLINE A DISTANCE OF 224.51 FEET TO THE BEGINNING OF A 140.00 FOOT RADIUS CURVE TO THE LEFT, THENCE NORTHWESTSERLY, WESTERLY AND SOUTHWESTERLY ALONG SAID CENTERLINE AND THE ARC OF SAID CURVE THRU A CENTRAL ANGLE OF 85017'39" A DISTANCE OF 208.41 FEET; THENCE SOUTH 63006'48" WEST, ALONG SAID CENTERLINE A DISTANCE OF 102.40 FEET TO A POINT ON SAID NORTHEASTERLY RIGHT OF WAY LjNF- OF STATE HIGHWAY 99 TO THE TRUE POINT OF BEGINNING. EXHIBIT' W" PAGE 2 OF 3 NOTE: 1. FURTHER DEVELOPMENT MAY REQUIRE INSTALLATION OF ADDITIONAL FIRE HYDRANTS. 2. MEET THE FIRE SAFE REGULATIONS OF PUBLIC RESOURCE CODE 4290 AND THE BUTTE COUNTY CODE. EXHIBIT "E" PAGE 3 OF 3 EXHIBIT F PARCEL F ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: A PORTION OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT AN IRON PIPE MARKING THE SOUTH QUARTER CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B.&M.; THENCE SOUTH 89024'00" WEST, ALONG THE TOWNSHIP LINE, A DISTANCE OF 2590.00 FEET TO AN IRON PIPE MARKING THE SOUTHEAST CORNER OF THAT CERTAIN PARCEL OF LAND CONVEYED TO CHESTER C. DANA AND OTHERS BY DEED RECORDED IN BOOK 467, AT PAGE(S) 23, OFFICIAL RECORDS; THENCE NORTH 00036'00" WEST ALONG THE EASTERLY LINE OF SAID PARCEL CONVEYED TO CHESTER C. DANA AND OTHERS, A DISTANCE OF 150.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 89024'00" WEST A DISTANCE OF 452.56 FEET TO A POINT ON TIFM LET'i'I'r- 2 E OF ANDERSON Btw 1 f ERS COAD, THENCE NORTH 00036'53" WEST ALONG SAID CENTERLINE A DISTANCE OF 63.07 FEET TO THE BEGINNING OF AN 80.00 FOOT RADIUS CURVE TO THE LEFT,- THENCE EFT;THENCE NORTHERLY ALONG SAID CENTERLINE AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30058'40" A DISTANCE OF 43.26 FEET; THENCE NORTH 31035'33" WEST ALONG SAID CENTERLINE, A DISTANCE OF 224.51 FEET, TO THE BEGINNING OF A 140.00 FOOT RADIUS CURVE TO THE LEFT; THENCE NORTHWESTERLY, WESTERLY AND SOUTHWESTERLY ALONG SAID CENTERLINE AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 85017'39" A DISTANCE OF 208.41 FEET; THENCE SOUTH 63006'48" WEST, ALONG SAID CENTERLINE, A DISTANCE OF 102.40 FEET TO A POINT ON THE NORTH EASTERLY RIGHT OF WAY LINE OF STATE HIGHWAY 99 AS DESCRIBED IN THE DEED RECORDED UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 85-21774; THENCE NORTH 26058'00" WEST, ALONG SAID NORTHEASTERLY RIGHT OF WAY LINE, A DISTANCE OF 291.55 FEET TO A POINT ON THE NORTHERLY LINE OF SAID DANA PARCEL; THENCE NORTH 89024'00" EAST ALONG SAID NORTH LINE A DISTANCE OF 982.92 FEET TO THE NORTHEAST CORNER OF SAID DANA PARCEL; THENCE SOUTH 00036'00" EAST ALONG SAID EASTERLY LINE OF SAID DANA PARCEL A DISTANCE OF 566.00 FEET TO THE TRUE POINT OF BEGINNING. EXHIBIT "F" PAGE 1 OF 3 RESERVING THEREFROM AND TOGETHER WITH THE EASEMENT FOR RIGHT OF WAY & PUBLIC UTILITIES (ANDERSON BROTHERS DRIVE) DESCRIBED AS FOLLOWS: A 60.00 FOOT WIDE RIGHT OF WAY AND PUBLIC UTILITY EASEMENT LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT AN IRON PIPE MARKING THE SOUTH QUARTER CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B.&M.; THENCE SOUTH 89024'00" WEST, ALONG THE TOWNSHIP LINE, A DISTANCE OF 3208.34 FEET TO A POINT ON THE NORTHEASTERLY RIGHT OF WAY LINE OF STATE HIGHWAY 99 AS DESCRIBED IN THE DEED RECORDED UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 85-21774, SAID POINT BEING ON A 950.00 FOOT RADIUS CURVE (AT WHICH POINT A RADIAL LINE BEARS SOUTH 59057'37" WEST); THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04040'11" A DISTANCE OF 77.43 FEET TO THE CENTERLINE OF ANDERSON BROTHERS DRIVE, SAID POINT BEING THE TRUE POINT OF BEGINNING FOR THE EASEMENT HEREIN DESCRIBED: THENCE NORTH 60006'48" EAST, ALONG SAID CENTERLINE, A DISTANCE OF 24.14 FEET TO THE BEGINNING OF A 70.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND SAID CENTERLINE THROUGH A CENTRAL ANGLE OF 29016'19" A DISTANCE OF 35.76 FEET; THENCE NORTH 89023'07" EAST, ALONG SAID CENTERLINE, A DISTANCE OF 151.28 FEET; THENCE NORTH 00036'53" WEST, ALONG SAID CENTERLINE A DISTANCE OF 126.47 FEET TO THE BEGINNING OF AN 80.00 FOOT RADIUS CURVE TO THE LEFT; THENCE NORTHWESTERLY ALONG SAID CENTERLINE AND THE ARC OF SAID CURVE THRU A CENTRAL ANGLE OF 30058'40" A DISTANCE OF 43.26 FEET; THENCE NORTH 31035'33" WEST ALONG SAID CENTERLINE A DISTANCE OF 224.51 FEET TO THE BEGINNING OF A 140.00 FOOT RADIUS CURVE TO THE LEFT; THENCE NORTHWESTSERLY, WESTERLY AND SOUTHWESTERLY ALONG SAID CENTERLINE AND THE ARC OF SAID CURVE THRU A CENTRAL ANGLE OF 85017'39" ADISTANCE OF 208.41 FEET; THENCE SOUTH 63006'48" WEST, ALONG SAID CENTERLINE A DISTANCE OF 102.40 FEET TO A POINT ON SAID NORTHEASTERLY RIGHT OF WAY LINE OF STATE HIGHWAY 99 TO THE TRUE POINT OF BEGINNING. EXHIBIT "F" PAGE 2 OF 3 NOTE: 1. FURTHER DEVELOPMENT MAY REQUIRE INSTALLATION OF ADDITIONAL FIRE HYDRANTS. 2. MEET THE FIRE SAFE REGULATIONS OF PUBLIC RESOURCE CODE 4290 AND THE BUTTE COUNTY CODE. EXHIBIT "F" PAGE 3 OF 3 N W E S NO SCALE N 89'24'00" E 982.92' 60' EXHIBIT G ANDERSON BROS DR MERGER PLAT RSN 2001-0041722 C\ PARCEL F j-�-- 381,987 sq. ft. 8.77 acres QRpF ESS PARCEL E 74,821 sq. ��y ft. s� 1.72 acres \ ` ?JCID \ W oc zo. _ L19_ T L18 ' wl I PARCEL D 15,394 sq. ft. r y �S' PARCEL C 0.35 acres o L20 20,106sq. ft. L _----------- \ 0.46acres I v I r t- \ PARCEL A i 69,882 sq. ft. n ' C5 L15 L14 L1 i 1.60 acres • PARCEL .- B _ _ _ _ BASIS OF BEARING -14,-176 sq ft. �E; PER RSN 87-45686 nj 0.33 acres w S89'24'00"W 483.13' L4 L3 LINE TABLE LINE LENGTH BEARING L1 566.00 N00'36'00'W L2 150.00 S00'36'00'E L3 475.64 N89'24'00'E L4 142.70 S89'24'00'W L5 127.43 S26'58'00'E L6 256.46 S26.58'00'E L7 291.55 S26'58'00'E L8 102.40 S63'06'48'W L9 224.51 N31035'33'W L10 63.07 N00.36'53'W L11 63.40 N00.36'53'W L12 23.09 N89023'07'E L13 86.59 S00'36'00'E L14 88.15 N89'23'07'E L15 40.04 N89'23'07'E L16 24.14 N60'06'48'E L17 138.43 N00'36'53'W 1_18 110.35 N89024'00'E L19 175.71 N89'24'00'E L20 452.56 N89'24'00'E N 89'24'00" E 982.92' 60' EXHIBIT G ANDERSON BROS DR MERGER PLAT RSN 2001-0041722 C\ PARCEL F j-�-- 381,987 sq. ft. 8.77 acres QRpF ESS PARCEL E 74,821 sq. ��y ft. s� 1.72 acres \ ` ?JCID \ W oc zo. _ L19_ T L18 ' wl I PARCEL D 15,394 sq. ft. r y �S' PARCEL C 0.35 acres o L20 20,106sq. ft. L _----------- \ 0.46acres I v I r t- \ PARCEL A i 69,882 sq. ft. n ' C5 L15 L14 L1 i 1.60 acres • PARCEL .- B _ _ _ _ BASIS OF BEARING -14,-176 sq ft. �E; PER RSN 87-45686 nj 0.33 acres w S89'24'00"W 483.13' L4 L3 N 89'24'00" E 618.34' LEGEND BOUNDARY LINE PARCEL LINE - - - - - - FD IP PER RSN 87-45686 ROAD EASEMENT -------------------- 0 O tp n 3 0 0 to r 0 0 VA r N 14 CURVE TABLE CURVE LENGTH RADIUS DELTA Cl 77.43 950.00 4'40'11' C2 50.95 950.00 3'04'23' C3 11.98 '80.00 8'34'43' C4 31.28 80.00 22.23'57' C5 35.76 70.00 29'16'113' C6 208.41 140.00 85'17'39' N 89'24'00" E 618.34' LEGEND BOUNDARY LINE PARCEL LINE - - - - - - FD IP PER RSN 87-45686 ROAD EASEMENT -------------------- 0 O tp n 3 0 0 to r 0 0 VA r N 14 I! fir' 1 047" 270=004 i' `'�PERMTT#9'5° 0414 ANDERSON BROS INC . 13636 Hwy 99E;,Chico =� ' _ ►� Con* ;" Ely Roof ii g' Inc y V4 "Reroof/repair shopIeW ;� , t. ' A �• +� f , .j �S.n l •, �, -._ -yam' ol ' r i ' ►, ,yip . � ,,. F„ ti �lAti�i$1 5'fWd'r:mil+�fia?�.S`�Tp+�}•ap157t�'',u�"ag9�. �'� 'C: ,��� '. -e _I _.,,i W.., ;..:ar'-gn,-�sa�'."°. i,r•.,,�.,4: COUNTY OF BUTTE ,'-'DEPARTMENT OF DEbELOPMENT-SERVICES BUILDING7DIV SION 7,'County Cerite'r: Drive-'Orovllle',iCallfornia 95965 Telephone (O1'6) 538-7. NF1 ' . °" �•' PERMIT NO. .. .: '. �'�� APPLICATIONoANIQ>: PERMIT' ASSESSOR ©47—A27U-Bii t .'OWNER 20NING? BUILDING PERMIT, . Y. .,. AndhdIr". I1' �iCO'fa Ylxd: "� TELEPHONE - tq� c- - '::OCC.,-,BUILDINGy�VALUATION • OWNER'S MAILING ADDRESS ;.,.. C /o 36.;•�s,' Cl2xo C;. 3535 - •CONTRACTOR S NAME > "mak, ' TELEPHONE f ; •• 0414 &o0a�.npt f tic iia �a�76 i3 t I ��� f f' i + a _{ ,a .,hc .� r`CON TRACTO RPS MAILING:ADDRESSr;l' f q: Fireplace CONSTRUCTION LENDER ;i k - .... F•. UNKNOWN .A r ;Total Valuation S r LENDER SMAILING ADDRESS ,- y. q ► 'Filing`Fee S i 20lOO -_ : Fermrt"Fee' 7 ` $ 33j"fiiU`: 'ARCHITECT Ofl ENGINEER '.� 'k'' •UCENSEINO.-P- t. +�lan ARCHITECT,.OR ENGINEER'S MAILING ADDRESS+ ;a � �:. ; ,:•+ :,'. .�.. { r:: � T d"• Checking Fee+ Ener Plan Checkin Fee i Penalty Qom.,.;, S;� "BUILDING ADDRESS':.:. �•'ib• +'' ':'- - •� ��** pp� _,. ` 8', .. 5636 Idvi) R9' Cil�Ll�.+= •" '• i :'S 9a' 1120.00`.' �c�.r ,1.'',,, is;ev Faa•. 1s' �+ fi r �,'e. } PLUMBING�PERMIIIAIT�FEE, ,� ilin Fee• r ik' its 9 Each Trap' 00 ryy�r•J krp ly :+i('�t di"`�Cd'` a+sy'rCi..'I. / '(IAi uft.`."{�W{f Ji�i'u'?�y�.f it�fi, � %A•7 .t,� 4r1i�f ��'�' r` Y S-, S Ji l �Y i LOT NO4 y SUBDIVISION �' PARCEL .MAP ♦ i r ) r 4 I ry .st ^r• t.rc j- , �t+u•7Nx c Sotar�or hetet pump water'Neater 1231 p07� a3 Nr1 itt: •. Water pipjng } •• ': ,1:5 00. ipEach.gas'water Heater or vent .. ,15 00 1USE OF STRUCTURE : a + s 4 s t «gym; r rr ;SFO Duplex0 r IwlobRlehorrne O Other A�'>'.✓.a! • > - • ra....c..r.._. r Gas piping.systeT�l ; 5 outlets 15 00- Building sewer `" � ' A 5 00 :. , MoblletHome .. ! .S G' W r. %-' •@2000 TYPE OF WORK= ° Ky .'New ❑ Addition;❑ Remodel ❑ ' Utilities,.❑ Installation ❑ .,Other ;r f c,: DescnbeWork ay..-iobff Q 'J:%20 �.J '�d� PERMIT FEE $ 1` Contractor 1 ELECTRICALPERMIT F � `Fihng'Fee 00'.' 1 h,, I' �, MainfService eoovoRLEssA ( 200A OR LESS L Main Service (a' zooa To SoiioA I +�� ' 46 00� s k , 3 F + R `a~ 1 '. !: .... �.' y-: t er • ... ' fir. P '' NEW CONS ;DWELLING,OCCUPt } Ttia t , ••,OR'ADDNS ,..c • "�:'8, ACC.BLDS .,i I • 3.5C FT ;NEW CONST �.' .'I4 "•MULTI OUTLET �) +E % 5O x t NON RESID ., BRANCH CIRCUITS t � iwt, + F 's-• ,' :> '� tI ,µ. CONTRACTORS LICENSE LAWS" declare'under pe�naltyof:perlury (check one) r' r.+ k : XU I 'arii a licensedOunder provisions of Chapter 9. PDIVISIon 3 of the Business and n Profession -Code and my_license Is'in full"�focce and effe((c))t f� '�'( + License No. 3 �d9 Classificvion .` 7,1 '^' �+ 1Ali 0 ❑' I,•as the owner, or roy employees with wages as theirsole compensation, will >do.23.00`the'work, •and;the structure is, not iniended':or offered for' sale. (Seci7044) : ' ❑' I; as the owner/am exclusively contracting with licensed contractors: Sec 7044) ." O• I am exempt urlider Sec Business and Professions�Code 'forthi§'reason ,.;., POW ER APPARATUS I)' ( BSINGLE `OUTLETCIR OCCU OUTLET OR FIXTURES y . 4 20'7@ 1 00 t� P. ( , -rI 14 _ BAL. .50 ' OccupFIXEDAPPWS.Ofl J' fig, ('OUTLETS RESID.IEA. ) SOO �p F obile Home Facilities � � -.:, 20.,.-0'0 :f Misc. Wiring ` (; " '. 23.00_ f. s �,F• .. � ;(• / � WORKER%S ,COMPENSATION INSURANCE I; � I declare under penalty of -perjury (check one) 1 OLThis ,permit is forr$�100 00 (valuation) lir less 1 ;;, y,N� F; y r, r r :r ^'Havel placed on file with "t Fie County of Butte Depti "of `D@Velopment; Sernces BuildinDi�isiona''Certificate of'.VN/orkmen s Comperisation Insurance' or'. �i Certificate; of Consenvto-Self Insure. O ;ish ill not emplo.y:anyperson in any. manner so as to become subject to the'Worker,'s Compensation'' I'' of California: � PERMIT FEE •r $ j Contractor .'1 MECHANICAL PERMIT f �, F.iling.Fee= nc/ r Heating : '.�. Cooling Hood ' 8.50 Notice. to Applicant: If.after making this, statement, should you become Subjectxto the ';Worker's Compensation provisions of the Labor Code you.must forthwith complytwith ' such rovisions.or this. permit will bii revoked. k Ventilation PERMIT FEE,. $ Contractor T,' I certify that• I'have read'thi§ application, and state that thg'above info matron I agree. to comply to all'Butte County Ordinances:and California State Laws J"`building constructwn- end hereby autho'riz'e iepresentatives:of. the,County of•Butte,.to, '•enter upon the''above meriuoned':property'for m'spectwn purposes F`; Ir also agree to,§ave indemnify.and keep haimless the'County of?Butte,:Against-61N.7,TOTAL liabilities'; Judgments 'costs and.expen`ses_whlch`mayfin ariy,way accrue against County rriEconsPquence`oftthe granting of':this permit %X�ill+r'�ti of 'Signatur� of A licant ❑ Owner ❑ Contractor '❑ A ent a PP 9 •. An OSHA permit is req'uired'. for, excavations 'over 5"0° deep and de ,, construction of•fstru�tutes over'3 `stone's in height. Is!`c"or"rect''.Mobde relating to . said _ k � t option or Home Installation: Fee $ I �' Energy Irispection.F'ee )' `S occ coNST rvPE. Qu i FEE:'$° i7� r `fir HAz •j ,D FEES IMS FLOOD CDF PgRCEL PD HD ISSU"' i Thi§ permit:is hereby Issued under thi applicable provisions ' utte"County Code and/or' Resolutions do dot work offthe B ('k indicated above for whlchrfees have been paid F a Vi�°i' (• Date./i �� z.+r �r w� t ,, j" ' +`*' PERMIT EXPIRES ON: # '. �i' ,- F �; _ , w, ( Receipt No �O t"�� ix •.. I"` ' WHITEj,D3�.{D S BTD CANARY ASSESSOR PINK .II,NS_ PECTOR" GOLD EN RODAP,PLICANT ^+� /• r i1� w .:- � ° 9_y+ �. T t t f x � Is°r.i v 4 w�J� .f' �•' •f s rh COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDINGDIV ION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75 PERMIT No. APPLICATIOWAND PERMIT -ZLWY ASSESSOR PARCEL NUMBER 047-270-0 ZONING BUILDING PERMIT OWNER Anderson Bros Inc TELEPHONE 891-6889 SQ• FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS C/o 36 Quista Chico CA 95926 2300 p 1380 CONTRACTOR'S NAME / r Ely Roofing Inc TELEPHONE 343-7663 CONTRACTOR'S MAILING ADDRESS 13291 Contractors Dr Chico CA 95926 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation S LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ 33.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 13636 dwy 9 9 E - Chico (per owner # is PERMIT FEE $ 1 3 7 2 0) PLUMBING PERMIT Filing Fee 20.00 Trap 7.00 [Each lar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP ater piping 15.00 Each gas water heater or vent 15.00 USE OF STRUCTURE SFZ Duplex ❑ Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @2.00 TYPE OF WORK New O Addition O Remodel O Utilities O Installation ElOther Describe Work: overlay roofing w/20 yr comp - 23 sq,, PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing,Fee 20.00 Main Service ( BOOV OR LESS ) 200A OR LESS 23.00 - Main Service ( 200A TO IOGOA ) 46.00 NEW CONST. / DWELLING OCCUP OR AOONS. - .. 1 :.$ ACC.'BLDS.. I>-: SO, • : FT; , _ ..-. _, ., ..� '. '•.. CONTRACTORS LICENSE LAW " ,,. I declare under penalty Of perjury (Check one) X] I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force.and effect. License No. 607386 Classification C-390 C-14 O I, as the owner, 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) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O I am exempt under Sec. Business and Professions Code forthis reason - NEW CONST.'{ MULTI.OUTLET ), -NON-RESID. ( BRANCHCIRCUITs .,]+� @7 50: ( POWER. APPARATUS' ) B SINGLE OUTLET CIR. ' Ex. Occup. ( OUTLET OR FIXTURES ) BAL. @'.50 Ex. Occup.FIx ED APPWS. OR (OUTLETS (RESID.) EA. I 5.00 Temporary Service ry 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. ,�] I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence oft ranting of this permit. X Date 2-28-95 Signature of Applicant - O Owner ZD Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEES 5 3.00 HAZ. 1 0. FEES IMP F100D I CDF I PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have B NW& PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date L`%�"" � ( e to r Receipt No. { � D WHITE-D.D.S.-9.0. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT -00 DEVELOPMENT SERVICES 1469 HumbQjdt.Roack Chico, CA (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. piP- REV 10/92 a o PERMIT NO. 1493-88B ,PERMIT EXPIRES OWNER ANDERSON BROS. CONSTRUCTION CONTR, NORTH VALLEY READY MIX ASSESSOR PARCEL 47-27-04 LOCATION 13636 Hwy 99E, Chico 11. Temp. Powe Called Temp. Elec Called Temp. Gas Called JOB FINAL Signatu = OK`d :tJotApplicable Not RESIDENTIAL (Single and Duplex) aApplicable _• Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning 5etbacks�-Easements-Flood-Slope 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. De 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. De 5. Stemwalls, Main; Steel- Blockouts-Wrapped 6. Stemwalls, Garage; Steel=Blockouts-Wrapped 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance- Material -Su pprt-Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Card -B1 Date Card -B1 Date Card -61 Date Card -131 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchors -Nail Protection 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors Card -B1 Date Card -131 Date Card -B1 Date Card -B1 Date Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23.'Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnace in Attic Card -B1 Date Card -B1 Date Card -61 Date Card -131 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41• Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors --Connecters 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 48: A ss; Size & Romex Protection -Draft Stop -Ins. Baffles 49. or Exiting Doors -Sill Hgt. & Dimensions 50. " ara io raming 51. Property Line Firiwedlpenings 52. Ext. Doors -O 3'-C ck Garage -3rd story, 2 exits 53. Stairs; Widt -H rok-Rise-Run-Landing-Fire Protection 54. Plywood o of_Wmf-bang-Attic Vents -Rafter Outriggers 5 idin-Nailin enee cco Me -Drip S eed-Fd. Vents-Underflr. Access ea- s Protection -Skylights -Plastic 58. Shea IIs; Nailing -Bolts 59.Insulat4n-Walls-Clg. 60.'ln_Rltratf&n-1Mal Is-Wndws Card -B1 Date Card -B1 e . rd -B1 Date Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62, Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection .64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76, Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth . Clearance Looked under Floor .❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation throughout House 87. Glass Protection 88. Corrections from Previous Inpections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates 92. Roofing Certificate Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -131 Date Card -131 Date Comments at Final: (NOTE: An entry must be.made each time you visit job site) = OK 0 = Not OK = Not Readya , ' MOBILE HOMES ' MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS, COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Aequ i renitnts-Setbac ks- Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Bea ms-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: /' P' ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -B1 Date Card -131 Date 10. Roof; Shthg-Roofing Card -61 Date Card -B1 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -B1 Date Card -131 Date 2. Footings; Size -Spacing -Marriage Line Card -B1 Date Card -B1 Date 3. Gas; MH Test -Demand -Valve -Connector ' 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s '5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panel boards- Ins. to Main in Conduit Card -81 Date Card -B1 Date Card -B1 Date Card -B1 Date .9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -131 Date Card -61 Date Card -B1 Date Card -B1 Date i - COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872.-6307 OWNER CORRECTION NOTICE 1 �q3 j PERMIT A routine Inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. cl)I l.� v rZ r Z . 6'a—& 5/' % 2" t L j Inspector. i Date (0 C-3 v e' # 7 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico —,Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 ` CORRECTION NOTICE /V,042 S vn/ PERMIT NO. A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 141z T1 i; //vCuQ2/fcl� > Z�� dZ 4) roevucjl�ioNj t Inspector Date } s I Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS - 7 COUNTY CENTER DRIVE OROVILLE, CALIF,. -,-534-4541 .e- , U CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 1493-88 for the following: Use Classification Rei)air Shop Address or Location 13636 Hwy 99 E. Chico Group H-4 occupancy; Type V—N construction. It is hereby certified for the occupancy described above and may be occupied. Director of. - Public Works Date 7/1/88 By POST IN A CONSPICUOUS PLACE Robert Keith (Over) NOTICE A new Certificate of Occupancy is required if the use or occupancy of this building changes. This Certificate of Occupancy shall be posted in a conspicuous place and is not to be removed by other than the Building Inspector. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville. California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT `' PERMIT NO 4 " ASSES50 PARC,E NU B R z°"' BUILDING PERMIT OWN, c -r © /'OS P �E Q. FT. OCC. BUILDING A _U ION OWNER MAILING A RE55 �y� l• `JEEP O T ACTOR S NAM Dr + T NE j TOR'S LIN RE (/Q_ Fireplace ONSTRUCTIO LE DER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 00 A TECT OR ENG ER� .1Ir LIC,S.� I Plan Checking Fee $ Energy Plan .Checking Fee $ ARCHITECT O ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDI VISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ElDuplex❑ Mobilehome❑ Other %SA sPECIFv Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S JG W I 0.00 ea TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ installation[] Other ❑ Describe work: ao X Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 DODv OR LESS Main service 10.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare der penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification El I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.N\ yzQsgtt OR ADDNS. l ACG. BLOGS. I NEW CONSTR. U 'OUTLET NON-RESID .BRA C CIRC TS 2,50 ea /POWER APPARATUS °1 \SINGLE OUTLET CIR. I Ex.00cup�OUTLETSOR FIXTURES 6AL9320@50t eALoso FIXED ALNS. Ex. Occup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. 0__51h�ave placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,. should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application_ and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnif and keep harmless the County of Butte against all liabilities, judgments, s and expenses which may in any way accrue against id C unt in cc eq en a granting of this permit 01 X Date Signature of Applicant/— Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ �. oCCUP. CONST.TYP! sc/loo Pl000 PARC PD ND seu This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTO UBLI WORKS By Z Date �� 6 /A c� PERMIT EXPIR at@ `A ~6 / Receipt No. WHITE-D.P.W.. YELLOW -A3863011. PIN!-INSPECTOII. GOLDENROD -APPLICANT OWNER COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER pRIV "h1ROVI LE,CALIWORNIA 95965 - TELEPHONE: 916/538-7541 / i PERMIT A -PLICATION DATA SHEET �--- v A�le Permit No. r e � . P MnNo Proposed Building Use CAQ( T Building Inspector •'�. DateS At time of permit application, I was advised the following data must be submitted prior to permit processing andlor issuance: DATE RECEIVED APPROVED 1. All items.have been submitted. . . . . . . , . . . . 2. Plot plans in duplicate/triplicate, signed by preparer of plans. 3. Complete plans in duplicate. /triplicate, signed b , reparegr�p f plans )-- - ) Fn lUEgq; 11; L.4. Complete engineered plans and calcs,-with wet signature on plans. 5. Plrans/�""with Energy Design Compliance Statement. . . . . C,�I i C0 School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 5r 8. Fees of $ . . . . . . , zmrzf,9. Letter of signature authorization. , . . . . . . . . . Sanitation approval from I C Health Dept. tanning approval for (A) Use: b' -L (B) Parking: 6b /3•%'� 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) `104. Owner -Builder Verification (Given to owner, Mail to owner ❑•) improvements may be required. Sec �toF� , ��, L, 0. , 4146. Mobi lehome Installation Data. . . . . . . . . . Pre-Inspec. request to (Date) 1 Pre -Inspection for Required. Building Inspector Recorded copy of Agricultural Acknowledgment Statement. riveway Permit. 20. Plot plan approval from city of 21. Engineered trusses in duplicate (required prior to plan check). To flr W�you issue the_p �l profess as follows: Mail t wner, Mail to contractor. Telephone T1�G and hold for pickup at�ffice, Deliver w/inspector. Other Applicant Date Copy of plans sent Health Dept., t(✓ Fire Dept., Other Date The following data must be submittedfor to er IiLissua e: (Circle new item not checked above). 1. Index permit for above items No. ��'!�( — i 2. Additional items required: P Contractor, designer, owner, was advised of above required data by_phone---nail—counter by date Contractor, designer, owner, was advised of above required data by_phone_mail---Aounter by date Plans checked by u t!<CS Date Plans approved by �� Date ��-� �d Sets of plans on hold in File cabinet /AP folder Coov—DPW 4 .TO. Buildinq Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner cation AP# Plan Approved for: Sewage Disposal ., Water, -Supply Hbld final for: Water Supply Final clearance O.K. for: Water Supply Clearance for _ bedroom mobile home. Other. NOTE *** Sanitarian Date. ��d Xe e PX4,1 X i (iV TTf�•-•� � JJ d d S/��'''� / ! /� Inter -Depart` ,Memorandum Gia . l�r Ps�Pi'Da J4 .. To: Land Development Section, DPW �10 ..eu)ay FROM: Building Building Division, DPW / sueJECT: Improvements and Storm Drainage Clearance - DATE: 5-13-88• We have recently received an application to construct a new rppnir shop (use) by Anderson Bros Construction Conte North Va11Py Ready Mix (owner and/or contractor) at' 13636 Hwy 99E, Chico (location) A.P. No.- 47-27-04 Permit Appin. No. 1493-88 and he has been advised to contact your section regarding requirements. Would you please advise, by signing this memo, when you have cleared the improve- ments and storm drainage facilities for -this project so we may issue the required A permit. / .F. Glander JFG:ddChief Building Inspector . - - Improvements and drainage plans approved for construction. Improvements and drainage not required for construction. Othe (specify) U(signatu"re) 2 (date) NON-RESIDENTIAL BUILDINGS ENERGY CONSERVATION STANDARDS Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings I, 11ANWtO owner of the building to 'be constructed as a (please print) under (bat ldg.permit no.) (locatiori) hereby certify that I , do not intend to htat or cool this building in such a•manner as to be subject to other than the mandatory sections of the State Energy Requirements. I understand that if I do heat or cool this building in the future, that I .will be subject to the energy requirements in effect at that time. I understand that if I change the use or occupancy of this building in the future, that I will be subject to the energy requirements in effect at that time for that specific occupancy. I also understand that if I become subject to the energy requirements in the-' future, it may be.necessary to redesign and/or alter (1) .the building envelope, (2) the insulation requirements of the heating, ventilating, and air conditioning -systems, (3) the heating, ventilating, and air conditioning equipment, (4),the service water heating,'and (5) the lighting of the building to comply with the regulations. I understand that any of the. above changes will require me to obtain the f necessary permits, inspections, and approvals from the Butte County' Building Department. Signature of B Mailing Addres r 1/ 0 1- Eno Telephone No. ` S �— COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541.. DATE May 17. 1988 Anderson Bros. Construction: 1493-88 .('Re.par'Ship) 14830 Eagle Ridge - Forest Ranch, CA 95942 47-27-4 A. P. #. With reference to the above subject: M L1 Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER LL1 We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement -plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & E1liott.Rd., Paradise Planning approval from Butte County,Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. Lxl OTHER Rafare plan chPcling we need building & retaining wall design. (�� Stationnry access to pit & protectfion from accidentally falling into pit. Should you have any questions concerning the above, please contact this office. JFG/aj Yours very truly, William Cheff Director of Public Works .F.Glander Chief Building Inspector V 0 RECORDED RETURN TO: Anderson Brothers 14830 Eagle Ridge ZZx.-���� Forest Buocb, C& 969�2 - � [��_~Y | 88-016006 ! KeLurx to DpW ~ A_'OW_ / FOR RESIDENTIAL Section 26-8'1 of the Butte County Code ' requires this acknowledgement_ be* recorded prior to issuance of a building permit. - - The property described herein is adjacent to land or included within an area zoned for. agricultural purposes, and residents of this property may be euhjectto incon- veniences or discomfort arising from the use of agricultural chemicals, including, huL not limited to herbicides, pesticides*, and. ferLilizcro; and frmn the pursuit of agricultural operations including, but not limited to cultivation plowing, , \ spraying, pruning, and harvesting which occasionally generuLe dust, smoke, noise, and odor. Butte County has eaLahlio}` J ,Xrin/|- Lurul zones which bavq as a priority use for productive :,agricultural. purposes, and rcsi'|nos within said zones and, on adjacent property should be'p`rie' red to eccepL such innm,,vinxcc, or disconform from ndrmal, necessary farm operations. All. that real property situate in the County of Butte, State of California, Jrsrri|v`.| ,s [ollowa: ` SEE ATTACHED FOR LEGAL DESCRIPTION Present A.P. No. �4 Notary Public / ANDERSON BFOTHERS CORPORATION, ` u oraciou Date: 5-19-88 R. Anderson, President STATE OF CALIFQRNIA )ss. COUNTY 0 butte 19 before inv,, 0 — before me, the undersigned, a Notary Public in and for said State, personally appeared Marvin R. Anderson E personally known to me (or pr.oved to me on the :r_"' basis of satisfactory evidence) to be the persons who executed the within instrument a CL 1Z E Anderson Brothers Corporation -.he basis the corporation therein named, and acknowledged to me thatO v7i delice. 08 :0' such corporation executed the within instrument pursuant to itsW 0 by-laws or a resolution of its board of directors. M Butte County a dged that MyCommlssic;-,Ex;*m0M7,19V0 19 taLned. IN WITNESS 04 �26�.rjl co Signaturq)4a"::& 1 (This area for official notarial seal) Present A.P. No. �4 Notary Public / LK-, .-t2;6da +»- r t ., � _ ,.. _. .., .: urv.`ka .. <.` t..!k::i.*G.t..' 1 • /J DESCRIPTION: . All that certain real property situate in the County of Butte, State of California, more particularly described as follows: Being a portion of that certain land designated to Parcel No. 2, as shown on Map entitled, "MAP OF THE PRIESING LAND," which Map was recorded in the Office of the Recorder of the County of Butte, State of California, May 24, 1 as follows: 911, in Map Book "7" at Page 23, described PARCEL I• COMMENCING at an iron pipe marking the South 1/4 corner of Section 34 in Township 23 North Range 1 East,,M.D.B. & M. and running thence South 89 deg. 24' West 2590.0 feet along the said Township line to an iron pipe marking the Southeast corner of the parcel of land heretofore conveyed to Chester C. Dana, et ux by Deecl_._of record in Book "rnia of Official Records, at Page 239, records of Butte County, California, said, point is the true point of land herein described; thence South 89odeg. 24' beginning alone parcel g• g .said Township line a distance of 483.18 feet to an iron pipe marking the Southeast corner of the parcel of land heretofore conveyed to Robert E. McTigue, et ux by Deed of record in Book "483" of Official Records, at Page 308, records of Butte County, California; thence 36 West along the Easterly line of said Robert E.McTigue, et uxdeg. land and its production a distance of 150 feet to*a point; thence North 89 deg. 24' East a distance of 483.18 feet to a point on the Easterly line of said parcel of land hertofore conveyed to Chester C. Dana, et ux; thence South 0 deg. 36' East along the Easterly line' of said Chester C. Dana, et ux land a distance of 150 feet to the true point of:beginning. PARCEL II• COMMENCING at an iron pipe marking the South 1/4 corner of Section 32, in Township 23 North, Range 1 East, M.D.B. & M. and running thence South '89 deg. -24' West 2590.0 feet along the Township line to an iron pipe marking the Southeast corner of the parcel of land heretofore conveyed to Chester C. Dana and wife by Deed of record in Book "467" of Official Records, at Page 239_, records of Butte County, California; thence continuing along said Township line South 89 deg. 24' West 483.18 feet to an iron pipe, the true point of of the parcel of land herein described; thence from saidbtrue npoint of beginning North 0 deg. 36' West 75 feet to an iron pipe; thence South 89 deg. 24' West 237.81 feet to the center line of Shasta Road (now State Highway); thence along the center line of said Highway South 26 deg. 58' East 83.14 feet and South 38 deg. 12' East 164 feet to the aforesaid Township line; thence North 89 deg. 24' East along said Township line 200.49 feet to the true point of beginning. EXCEPTING THEREFROM all that portion granted to the State of Cali- fornia by Deed recorded July -24, 19850 under Butte County Recorder's Serial No. 85-21774. (continued) DESCRIPTION; CONTINUED PARCEL III: THE SOUTHERLY FORTY FEET (401) OF A PORTION OF PARCEL 2 OF THE PRIESING LANDS, ACCORDING TO THE OFFICIAL MAP THEREOF ON FILE IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA', PARTICULARLY DESCRIBED AS FOLLOWS: FROM AN IRON PIN ON THE TOWNSHIP• LINE MARKING THE SOUTH 1/4 CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 2 EAST, M.D.B. & M., RUNNING SOUTH 89 DEG. 24' WEST 2590.0 FEET ALONG SAID TOWNSHIP LINE TO AN IRON PIPE MARKING THE SOUTHEAST CORNER OF THE . PARCEL DEED BY PATTERSON TO CHESTER C. DANA; THENCE CONTINUING ALONG SAID TOWNSHIP LINE SOUTH 89 DEG. 24' WEST 483.18 FEET TO AN IRON PIPE; THENCE LEAVING SAID TOWNSHIP LINE NORTH'O DEG. 36' EAST 75.0 FEET TO AN IRON PIPE AT THE POINT OF BEGINNING FOR THIS DESCRIPTION; THENCE SOUTH 89 DEG. 24' WEST 237.81 FEET PARALLEL TO SAID TOWNSHIP LINE TO THE CENTER OF SHASTA ROAD; THENCE ALONG THE CENTER. OF SAID ROAD NORTH 26 DEG. 58' WEST 83.71 FEET; THENCE - --- - LEAVING SAID ROAD NORTH 89 DEG. 24' EAST 2.74.99 FEET PARALLEL TO THE TOWNSHIP LINE TO AN IRON PIPE; THENCE SOUTH 0 DEG. 36' EAST 75.0 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM ALL THAT PORTION GRANTED TO THE STATE OF CALIFORNIA BY DEED RECORDED JULY 24, 1985, -UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 85-21774. Xee A1619 J. • ,,... ��r• �z��,:`: ; -{ e r �B°'"" Gia � yr Q�.�. Inter -Depart ,. em®r®ndum����� . 1V Al TO:.. Land Development Section, .DPW G-/-gP FROM: Building Division, DPW,, su9JECT: Improvements and Storm Drainage Clearance J DATE: 5-13-88 We have recently received an application to construct a 'new repair Ghn= (use) by Anderson Bros Construction . -Cont: North Valley Ready Mix (owner and/or'contractor) at 13636 Hwy 99E, Chico (location) A.P. No. 47-27-04 Permit Appin. No. 1498-88 and he has been advised to contact your'section regarding requirements. Would you please advise, by signing this memo, when you have cleared the improve- ments and storm drainage facilities for this project so we may issue the required permit. .F. Glander + JFG•dd / Chief Building Inspector r • Improvements and drainage plans approved for construction. Improvements and drainage not•required.for construction. r Other (specify) (signature) (date) F L 7 EI I\ IAI II I\ EEF5ll lNK A 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 (916) 872-0254 Mr. James F. Glander May 31, 1988 County -of Butte Building Department 7 County Center Drive Oroville, CA 95965 Subject: Complete Plan Check - Project: Anderson Bros. Const. - Repair Garage The submitted Plans and Structural -Calculations were reviewed and there are no additional design -requirements except the future submittal of Tenant Improvement Plans. Enclosed: 1 set of Construction Plans (Bldg. & Steel Frame) -1 set of Structural Calc's (Bldg. &.Steel Frame) - Statement Sincerely yours, Frank L. Tyukos PREFABRICATED STEEL BUILDING FOOTING DESIGN MANUFACTURER: BUTLER MFG. CO. JOB NO: 088-113613 LOCATION: J'F y J015550 QRGFES$/Q/ii O 50 " BUILDING - BAYS 0 25' OC - POST ENDWALLS RIGID FRAME REACTIONS - SEE DWG "A" +H = 5.00 KIPS DL+LL (1.33x2=3K -OK FOR WL AND BB) -H = -5.00 DL+WL. +V = --11.00 DL+LL -V = 4.00 LL+WL ENDWALL COLUMN REACTIONS: (FRONT ENDWALL USED FOR DESIGN) INTERIOR CORNER +H = --"2.00 KIPS 1.00 KIPS DL+WL -H = 2.00 1.00 DL+WL +V = ✓5.00 2.50 DL+LL -V = ✓ 2.00 1.00 LL+WL SOIL CONDITIONS: / BEARING = 1.00 KSF + INCREASES ALLOWED BY UBC y CONCRETE: f'c = 2000 PSI 0 28 DAYS DEAD WT = 150 PCF n = 10 ASSUMED j = 0.88 fs = 20 KSI ENDWALL FOOTING IN UPLIFT- SEE DRAWING "C" b = 12 IN. d = 18 IN. T = 3.5 IN SLAB As = 0.000 SQ. IN./FT FIBERMESH TOP As = 0.20 SQ. IN 1-#4 / BOTTOM As = 0.20 SQ IN. 1-#4 EFFECTIVE WEIGHT OF SLAB TO RESIST UPLIFT: SLAB Mr = 1.6 x SQRT(Fc) x b x t^2 / 6 = 1753 LB -IN 146 LB -FT. SLAB WEIGHT = Ws = 44 PSF - EFFECIVE WIDTH = Ls = SQRT(2 x Mr/Ws) = 2.58 ft. EFFECTIVE WT OF SLAB = Ls x Ws = Wse = 113 LBS/FT EFFECTVE WT OF PERIMETER FOOTING AND SLAB FOOTING Mr = 4/3 x fs x TOP As x j x (d-3" COVER) ' = 70.4 K -IN = 5866. LB -FT FOOTING WEIGHT = Wf 225 Wfe = Wf + Wse = 338 LB/FT EFFECT FTNG Lf = SQRT(2 x Mr/Wt)+d = 7.39 FT TOTAL EFFECTIVE WEIGT OF SLAB AND FOOTING WT=2x LfxWf=4997 LBS = 5.0 KIPS MAXIMUM UPLIFT = 2.00 OK --------------------- ENDWALL FOOTING IN BEARING SOIL BEARING CAPACIT: INSCREASE FOR DEPTH = 10% INCREASE FOR WIDTH. = 0% SOIL BEARING CAP = 1.10 KIPS REQUIRED BEARING AREA = 4.55 S.F %t LENGTH OF FOOTING FOR BEARING = 4.55 FT CANTILEVER L = BEARING L/2 -2d= 0.772;;' SP x WIDTH x L-2/2 = 0.33 K -FT P = 0.11% _ _ K = 0.138 1 0.953 No. �oi CALIF 1 ` • f Ti +2ive1 fin" J •. .7 t - I"a.. -:L � r'+.x,f. _ � ,r„{ rr.�+'l"T1 �G�',..'}`h`''t :�'3 y r �� ,t✓!1 +� wi.c J14 y/ 1y:F SIDEWALL PERIMETER FOOTING IN UPLIFT b = 12 IN, d = 12 IN. T = 3.5 in,�'''.� . - SLAB As = 0.000 SQ. IN./FT FIBERMESH TOP As = 0.20 SQ. IN 1-14 ✓ BOTTOM As = 0.20 SQ. IN. 1-#4 EFFECTIVE WEIGHT OF SLAB TO RESIST UPLIFT: ,. SLAB Mr = 1.6 x SQRT(Fc) x b x t"'2 / 6 = 1753 LB -IN = 146 LB -FT "fir•',- ;. SLAB WEIGHT = Ws '= 44 PSF - - EFFECIVE WIDTH = Ls = SQRT(2 x Mr/Ws) _ 'J2.58'^ J` EFFECTIVE WT OF SLAB = Ls x Ws = Wse = 113 EFFECTVE WT OF PERIMETER FOOTING AND SLAB FOOTING Mr = 4/3 x fs x TOP As x j x (d-3" COVER) =42.24 K -IN = 3520 LB -FT FOOTING WEIGHT = Wf = 150 Wfe = Wf + Wsl = 263 LB/FT EFFECT FTNG Lf = SQRT(2 x Mr/Wt)+d = 6.17 TOTAL EFFECTIVE WEIGT OF SLAB AND FOOTING: WT=2x LfxWf=3248 LBS = 3.2 KIPS RIGID FRAME FOOTING DIMENSIONS PER DRAWING E" u "=�.• b = 24 IN d = 18 IN L = 54 IN S = 0 IN T = 0 IN BOTTOM As = 0.60 SQ IN 3-#4 " TOP As = 0.60 SQ IN 3-#4 RIGID FRAME UPLIFT FOOTING WT = 2025 LBS = 2.03 KIPS SLAB AT FOOTING = 0.51 KIPS , OVERBURDEN @ 110PCF = 0 ' FTNG+PERIM+SLAB = 5.78 KIPS f MAX UPLIFT = 4.00 KIPS OK ---------- RIGID FRAME IN BEARING ` SOIL BEARING CAPACIT: INSCREASE FOR DEPTH = 10% INCREASE FOR WIDTH = 20% ALLOWABLE SOIL PRESSURE 1.32 KSF ACTUAL SOIL PRESSURE = 1.22 KSF OK ---------- POSITIVE BENDING IN FOOTING CANTILEVER L = FOOTING L 2.25 FT ,MOMENT = SP x L-2/ 3.09 K-FT/FT .. P = 0.17$ K = 0.166 J = 0.944 - ;• tyf r� ,.;' r = fs = 4.4 KSI FS = 20 OK ------------= c fc = 87 PSI f'c • = 900 OK -------------- ; : ,, r NEGATIVE BENDING IN FOOTING Ml OF FOOTING) = 1.14 K -FT M2 (PER FTNG) = 8.67 K -FT ` TOTAL NEG. MOMENT 9.81 K -FT P = 0.17% K = 0.166 J = 0.944 fs = 13.8 KSI FS = 26.6 OK------------- fc = 277 PSI f'c = 1197 OK -------------- A ftiS­o, ` r:lti�a" rte 3y1k <X Tye .,. LY .;, ,. _'+•,^K!c , -11 i7'�1 '`` Jr4A l j. .<• ,yr 12'•'`x4-' 4 4 x-T.t %' .;�.I�+ksr � - s F { +.[• N:f4'!� x+ �' - 74 ��i �t� Axe V^,i�j - �- '` t� " � 'F,.���'{%`'• r.,Sq.+[. r! r i '1.`vl •! �.'P < �.��`�?sP . h�iT•", 1'� �:.•% .^+J.. .� .,; r '(.� Y}r ~ Yf� ' i° i� .}.f?� ", r r-7+. ''w•-+�,.. ..- y.. , _ k . x .. 7 •.' A- - !�� ,'3r. xxi. Sfl'M '�-r'..3.� ' •133ts�•� 4 ^-"^n........ -Z,atle.- lvclp'e� Z 14P LAIP low .6. .1. C>- ---, L:r ,,�►�:- �� L YVI �O i ^:� ,._-i iii;1 70 .. Tr ,; r dsw�•� { t�p `ice Pte - r'�ry4s+. .`��•� Nru ` �AA�/ff��//J—�'r � O`h��%, � 1i6 � ��� A. J 17 c j - ._ � .K �,+, fit i *r'. F, _ I F i. �,, .>'• j' - . f " • �}'c 1tt 1 q r. :}y��/��3 ,•••.._ ?• '{� _._ i �_ y "` •�+-- t 7riG� xL • �..i r�--_-'^i. 4 _C�-+a ��• ' i— '/fir'{ X .�./L .. �, •«# •.� L ' 1 � r` Mlt ��` � i S.J. •-} ,P = L ..�...�.,_+ S_. -...,. ._may_ _ Lt y �x^. I'�'_I�fY^,:.ice', yVN►I..� �/'� �.� ��—E� :,�t4!,.1! '•Yr1rFe!"+4. 1 Ly tN� �? r•^^•+• �. q'�^ - «. //�� ...kms-.i.�..�..�..�rM.w++�t+�+�. 5 �! } 4:Wp4�1 f+F'. `. . `..S '..t1""` `s to 't ., ,,.. � - � ^.�,._� w"O v/� y, Si" � j yr.—.•.-••c�.s��yy�+rvil�.xy'�S, wr T, •� �+•t �rtiiYFi}: . e -.�,+. a..ti E'S!�t•k T � ( ri.,� ♦ �. � '� +, {r r4 � �'SA.r?i' iY $"_,y} i' � J'�,�': � i•}wr !^e+��. t':.�.t�`iJ<,�Z t .. `�' y �• •. 'a,..F.�C' � �_� �dtix_`.� '�W" .�F�s w � :�' '�'r. ," a� r„g 7 ;,< J. -"+p .+r .. ,. x -,.F• a.. y�nC,n Fi >tty '-�.d�'''M�r"9..-C` #�'•s<'.ii• �;-ay�� �vX �. <n' Ci, •�......+'�...,... i�a._,._.s.._._.......:t;':. _..d ti..,.�.1.. ._., ,._..:-f;..,.���._:f:._.._<...,x..,,.'�.,.-��.:a._�iFr.r.�..1t':��f°h:#....�L�.^`�'�.k�.. w L I Lf �, Lf DRAWING "E" SLAB STEEL TOP STEEL b BOTTOM STEEL DRAWING "C" W = COMBINED n WT OF FOOTING AND SLAB 11a MAX MOMENT AT L I Lf �, Lf DRAWING "E" ENOWALL COLUMN ^> i +H I F.F v %_ H > . DRAWING "B" Ws = SLAB WT o MAX MOMENT IN'SLAS L ' Wf = FOOTING WT DRAWING I'D" S _ o o .11 0 0 SLAB STEEL . TOP STEEL F- BOTTOM STEEL b �. DRAWING "F" MULTIPLE�.FAMILY'AND COMMERCIAL PLAN CHECKING GUIDE � .. ... 7/85 Gs Bldg. Permit #-`/y7,.7.""�'� OWNER���� "�®�% D `. �ra ��'i , A.P. # 47-7-7--4 A. GENERAL &! Zoning requirements (s'ideyards, parking, special conditions, Planning approval). Valuation. Signature by R.C.E., Architect or Building Designer. c�''�,Improvements and drainage -- Land Dev., DPW; City of Chico; City of Biggs. Complete plot plan with dimensions, easements, other buildings, and other per- inent data. -,6r- See previous permits and plans in file for expired permits, change of use, I etc. iY Flood hazard. B.- OCCUPANCY REQUIREMENTS 1. Building use=s -t ��%Zy' 2. Occupancy Class ¢/ — Type of Construction 3. Building floor Area ,7�� sq. ft. Occupant Load 4. Total allowable floor area t>® sq. ft.. Basic allowable floor area sq, ft'.• Basis for increase _5.: Compliance with occupancy group requirements (Chapters 6-12). Occupancy separations (Sec.. 503). ' Area separations (Sec.' _505). _8. Firewalls due to location on property (Sec. 504). 1-9: Maximum height requirements (Sec. 507:). _10' Attic separations (Sec. 3205). ' Ventilation and special hazards requirements' (Chapter 6.L.12).'C,L46L 1_,-tjtj t :0i2 CLI bIL X11 Fire extinguishing systems, 20 sq.' ft'. opening/50 linear ft. (Chapter 38). w 113_-� Fire alarm systems (09 Sections of Chapters 6-12). CN*fW648 Mechanical code requirements. (Grease hood w/fire sprinkler system - Chap._ 20).t4,0'r Health Dept. Plan Review - (1) Restaurant Act; (b) Commercial Pool. 140L^ Smoke detection system. Fire Dept. Plan Review and/or Fire Marshal Plan Approval. ectrical Code Requirements (Pools or hazardous occ.) '(Art. 680 500's).^ Physically handicapped requirements (State Law). C. TYPE OF CONSTRUCTION REQUIREMENTS :''Fire retardant roof coverings (Sec. 3202). �2-- Parapet walls (Sec. 1709). Toilet room floors and walls (Sec. 510). hysically handicapped (per State Law). .: Guardrails (Sec. 1711). ,-4(f.- Detailed types of construction requirements (Chapters 17-22). ,•-7' Proper roof pitch for roof covering (Chapter 32). -.8:' Attic access and ventilation (Seca 3205). ,4'.` Roof drainage (Sec. 3207) . _+0' Skylights (Chapters 34 & 52). �1 Stages and platforms (Chapter 39). Interior wall and ceiling finish (Chapter 42)... ,,13: Fire resistive requirements (Chapter 43). MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE (CONT'D) 7/85 C. TYPE OF CONSTRUCTION REQUIREMENTS (CGNT'D)- _ .�' Wall and ceiling coverings (Chapter 47). ,1-5-Glass and glazing (Chapter 54). Human Impact (Sec. 5406): .-6. Building Materials - Check: Grade, Species, Allowable Stresses, ext. or int. -- Example: (Glu-lam Beams w/cert. 24F ext. grade). �3 Foam plastics (Sec. 1712). D. STAIRS, EXITS, AND OCCUPANT LOADS ' General Exit Requirements (Sec. 3301& 02) (Post occ. load, etc:). .. Number of exits, width and locations (Sec.. 3303). __31 Doors (Sec. 3304). Corridors and exterior exit balconies (Sec. 3305). Stairways, rise and run, width, winders, and construction (Sec. 3306).. Horizontal exit (Sec. 330$). Exit and smokeproof enclosures (Sec. 3309). Exit signs and illumination• (Sec,...' 3313 & 14)-.'.,- X19_­ Aisles and seating (Sec. 3315 & 16). its for occupancy.groups A-E (Sec. 3317-- 3321). E. ENGINEERING REGULATIONS, DESIGN, QUALITY MATERIALS AND DETAILED REQUIREMENTS -r' plans sufficient to'shbw how building is'proposed to be constructed and to verify'conformance*with Chapters 23-29.. Plans must include plot plan, floor plan, foundation plan, elevations; and complete structural details. _ _ S Energy design, calcs, and necessary details (State Law).& compliance statement n plans. Veneer (Chapter 30). _ /+! Chimneys and fireplaces (Chapter 37). -5� Plastics (Chapter 52), >6": Excavation and grading (Chapter 70)._ Continuous or Special Inspection (Sec: 305). .8! Factory or other certification. ,4 Soils or compaction data. .10-. Noise regulations. Footing reinf. Min. Two X64 bars (cont. ). -.'.. 1x Engineering Calc(s) should include: Roof - Ceiling. ,(-b'j Floor - Ceiling. ,e-)r Foundation. -" �(dfi Walls -- Large openings? (consider lateral). Vie-- Lateral: (1) Roof Diaphram. -.. (2) Shear Walls. (3) Anchorage & Tie-Downs. (4) Connections thru-out. c ' Retaining Walls. ""� BUTLER July 11, 2001, Butler Manufacturing Company 7440 Doe Avenue P.O. Box 1590 Visalia, CA 93279-1590 (559) 651-5369 Andy Wood North Valley Building Systems #11 Three Sevens Lane Chico, CA To Whom It May Concern: of -1 9�z `.: BUTTS COMW BUILDING DEPARTMENT 36XWX16 LRF 0.5:12 Anderson Bros. Chico, CA BMC No. 04-074813-1 Builder No. 01-42 ,APPROVED / a/9/o/ P. fj[ Please accept this letter as our certification that the Butler Mfg. Co. (an AISC Class MB Certified Fabricator) components of the subject building, when ordered in accordance with Butler standards,' will be designed in accordance with the 1989 Edition of the AISC Specification for the Design, Fabrication and Erection of Structural Steel and the 1986 Edition of the AISI Specification for the Design of Cold -Formed Steel Structural Members. The basic loads of the subject building meet or exceed the County Climatic Data as published in the 1986 Edition of the MBMA Low Rise Building Systems Manual. Loads applied to the subject building will be in accordance with the 1997 edition of the Uniform Building Code. The subject building will be designed to carry a basic roof live load of 20 pounds per square foot, with an Importance Factor of 1.0, and a collateral load of 0.0 pounds per square foot, in addition to the dead load of the structure. Components are designed for reduced roof live loads in accordance with Section 1607.5 and1607.6 of the Uniform Building Code. Roof live load for each component is based on the following schedule: Tributary Loaded Area (Sq. Ft.) Design Live Load (p.s.f) 0 to 200 20 psf 200 to 600 16 psf Greater than 600 12 psf The building will be designed for a basic wind speed of 80 M.P.H., exposure factor "B", with an Importance Factor of 1.0. Applied in accordance with Chapter 16 -Division III of the Uniform Building Code. The building will be designed as "enclosed" for wind design. The building will be designed for Seismic Zone 3 in accordance with Chapter 16 -Division IV of the Uniform Building Code with an Importance Factor of1.0. The soil profile type is So. Load combinations will be in accordance with Section 1612.3.2 of the Uniform Building Code. The Butler Components, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the above loading requirements without exceeding the allowable working stress. The design of this building for wind loads assumes that doors not supplied by Butler are designed to sustain the same wind pressures and suctions as the walls in which they are installed. This certification does not cover field modifications or design of materials not furnished by Butler Manufacturing Company. Components for the building will be produced in one or more of Butler Manufacturing Company's facilities located in Annville, PA; Birmingham, AL, Galesburg, IL, Laurinburg, NC, San Marcos, TX, and Visalia, CA. All listed facilities are Category MB certified by the American Institute of Steel Construction. ........ t ; • ;�': . �4 Cordially yours, &-- Ming Q. Zhu, P.E. Project Engineer MQZ: jtj No. C 57774 Exp. Dec. 31, 2001 Pf,C!',1.1� , JUL 1 2 2001 3 3C CUSTOMER: Anderson Bros. LOCATION: Chico, CA BUILDER: North Valley Building Systems BUILDING SIZE UNIT 1: 36x80x16 LRF 0.5:12 BMC ORDER NO.: 04-0748.13-1 BUILDER ORDER NO: 01--42 DESIGNER: James 'Tim' Johnson DATE: 7/11/01 E OF'C01 UNIT 1 DESIGN CRITERIA:, D1 - - -SPEC-IFICATIONS:--;..---1-_..•_.._.._.___. --....... _ _ ._.. - -- '---,-'-- ..._ .. ROOF SECONDARIES: 5 WALL SECONDARIES: 17 ENDWALL STRUCTURALS: 21 ESS/0 , LONGITUDINAL BRACING: • 25. ©QR�F WALL PANEL: 27 �4, ��G Q. Z ROOF PANEL: 28 FRAME DESIGN: F1 No.C 57774 r" FRAME CONNECTIONS: S1 Exp. Dec. 31, 2001 . Lp I - OF CAS,. JUL 12 2001 DATE: 07/11/01 D E S I G N C R I T E R I A R E P O R T - PD1200DDC TIME: 10:27 AM PAGE 1 ------------------------------------------------------------=------------------------------------------------------ ORDER # 074813 BUILDER - NORTH VALLEY READY.BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH). (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 361, 0" 80, 0" 161. 4" 20 PSF 80 MPH UBC 97 0.500:12 (COLUMN SHAPE) (COLUMN KNEE) (COLUMN OFFSET) (GIRT DEPTH) LSW: TAPERED RSW: TAPERED LSW.: HORIZONTAL RSW: HORIZONTAL LSW: 8"RSW: 8" LSW: 8" RSW: 8" ----------------------------------------;------------------------------------------------------ --------------------------------------------------------------------- 1. DESIGN SPECIFICATIONS 1.1 All structural mill sections or welded -up plate sections are designed in accordance with the 1989 edition of the AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 1.2 All cold -formed structural members are designed in accordance with the 1986 edition of the AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. 1.3 All welding shall be done in accordance with the AMERICAN WELDING SOCIETY CODE FOR BUILDING CONSTRUCTION. 2. MATERIAL SPECIFICATIONS (Minimum Fy and Fu in ksi) Built-up Sections matl <=1" thick and <=12" wide .. Fy =,55. Built-up Sections matl >1" thick or >12" wide .. Fy =•;50. Wide flange Sections (unless noted) ............... Fy ='36. Cold -formed Members up to .120 thickness .......... Fy = 60. over .120 thickness .......... Fy = 55. Galvanized Material .......... Fy =,42. Brace Rods up to 3/4" diameter .................... Fu =;80. over 3/411 diameter Fu ='70. Roof Cover BRII 28 Gage ................... Fy =°'80. Wall Cover BRII 26 Gage ... .............. Fy =.!'50. --------------------------------------------------------------------- j. i --------------------------------------------------------- 3. SPECIFIED.DESIGN LOADS AND BUILDING CODE 3.1 BUILDING CODE: The 1997 edition of the "Uniform Building Code" by the International Conference of Building Officials (ICBG). 3.2 DESIGN LOADS Terrain Cat/Wind Exp B Dead Load 2.2 + Frame Weight Roof Live Load 20 ' psf Exposure of Roof Partial Exposed Rf Thermal Condition Normal Collateral Load 0 psf Wind Speed 80 mph Seismic Zone A 3 Snow Importance Factor 1.000 Wind Importance Factor 1.000 Seismic Importance Factor 1.000 Min County Ground Snow 0 psf Building Use Category 4 (GENERAL USE) DATE: 07/11/01 1D E S I G N C R I,:T E R I A R, F, P O R T PD1200DDC TIME: 10:27 AM PAGE p 2 ------------------------------------------i--------------------------------- ------------------ ------------------------------------- ORDER # 074813 BUILDER NORTH VALLEY READY BUIL BLDR ORDER # 01-42. BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5172 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH). (HEIGHT) (LIVE) (WIND) . (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 361: 0" 80' 0." 1611 4" 20 PSF 80 MPH UBC 97 0.500:12 (COLUMN SHAPE) (COLUMN KNEE) - (COLUMN OFFSET) (GIRT DEPTH) LSW: TAPERED RSW: TAPERED . LSW: HORIZONTAL RSW: HORIZONTAL LSW:. 8" RSW: 8" LSW: 8" RSW: 8" -------------------------------------------r-------------------------------------------=-------------------------------------------- , - - - ----------------=----------------------------------------------------- ACTUAL_DESIGN LOADS LIVE LOAD INTERMEDIATE FRAME ENDWALL STRUCTURALS ROOF STRUCTURALS 20.0 psf FRAMES: 1, 2, 3 ! 20.0 -psf FEW 20.0 psf BAYS: 1, 2, 3, 4 f 20.0 ;psf REW COLLATERAL LOAD INTERMEDIATE FRAME ENDWALL STRUCTURALS ROOF STRUCTURALS none none none WIND SPEED ENDWALL SIDEWALL INTERMEDIATE FRAME STRUCTURALS STRUCTURALS BRACING ROOF STRUCTURALS 80.00 mph FRAMES! 1, 2, 3 80.00 mph FEW 80.00 mph RSW 80 mph 80.00 mph BAYS: 1, 2, 3, 4 j 80.00 mph REW 80.00 mph LSW . WIND COEFFICIENT (* INDICATES OVERRIDE)' l PRESSURE SUCTION UPLIFT All girts 0.900 -0.900 B&P EW Roof Beams -1.100 "C" EW Posts 0.800 -0.700 Roof Structurals -1.000 Bracing 0.800 -0.500 -----------------------------------------------------------'-----------------'----------------------------------------------------- DATE: 07/11/01 b E S I G N D A T A R E P O R T TIME: 10:27 AM ------------------------------------------------- 0-00-01 GLOBAL DATA = LRF DESIGN SPECIFICATIONS PD120ODSN PAGE 1 ORDER # 074813 ----------------------------------------- - BUILDER NORTH VALLEY READY BUIL im BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS.-CORP. ENGR GRP - Visalia COMPLEX - NO UNIT # 1 BLDG (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESCRIPTION LRF 36' 0" 80' 0" ---------------------------------------------------------------------------------------- 16" 4" 20 PSF 80 MPH UBC 97 0.500:12 1 DESCRIPTION 1.1 GENERAL The primary structural system consists of rigid frames designed. as clear span or with interior columns as a modular rigid frame. The end frames -consist of "C" Section simple beams and posts or an H -Section modular rigid frame. Purlins and eave struts spanning between the frames support the roof panels. The wall panels span from the base to -the eave and may be supported at the intermediate points by girts spanning between the -frames. 1.2 RIGID FRAMES The rigid frames consist of tapered or straight welded -up plate section exterior columns and roof beams with bolted splices. For modular frames, interior columns are straight sections. The minimum yield of the steel used for flanges and webs is 55 ksi. 1.3 END FRAMES ! Endwall framing has two options:'• (1) Light gage "C" section members composed of endwall posts and endwall roof beams. The members are fabricated from 60 ksi minimum.yield material'except that material greater than 0.120" thick is 55 ksi minimum yield. (2) H -Section roof beams and post's designed as a modular rigid frame. The minimum yield of the steel used for flanges and webs is 55 ksi. . 1.4 SECONDARY FRAMING The secondary framing consists of? purlins, girts, and eave struts cold -formed from 60 ksi minimum yield material. Purlins and girts are Z-shaped members and eave struts are C-shaped. 2 DESIGN SPECIFICATIONS All structural mill sections or welded -up plate sections are designed in accordance with the AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. All cold -formed structural member's are designed in accordance with the AISI SPECIFICATION FOR THE. DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. DATE: 07/11/01 D E S I G N D A T A R E P O R T PD1200DSN TIME: 10:27 AM 0-00-01jGLOBAL DATA -------------------------------------=------ LRF DESIGN SPECIFICATIONS PAGE 2 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL -------------------------------------------------------------- BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 36', 0" 80' 0" ------------------------------------------------------------------------------------------------------------ 16' 4" 20 PSF 80 MPH UBC 97 0.500:12 METHOD OF ANALYSIS 3.1 RIGID FRAMES The rigid frame is designed using -the stiffness analysis method column bases. Modular frames with interior columns 'are indeterminate reaction analysis for this frame uses the energy changing sections of the frame, summations are obtained by adding the frame coefficients.of these sections. 3.2 ENDWALL FRAMING The frame is designed with pinned connections at the designed with pinned connections at the column top. The method considering bending only. To account for the dividing the frame into a number of individual sections and Endwall framing has two options. Option 1 consists of light gage "C" section endwall roof beams designed as simple span, simple span with cantilever, or two span continuous supported by endwall posts designed as pinned end members. Option 2 consists of H -Section roof beams and posts designed as modular rigid frames with or without endwall bracing. 3.2.1 Light Gage "C" Section Option 3.2.1.1 Endwall Posts Endwallosts will be designed as p g pinned end members (simple span) to resist the moment and shear caused by wind load from the tributary wall area; the axial load caused by the vertical forces (dead load, live load, uplift) from the tributary roof area; and the bending moment caused by the eccentricity of the vertical forces (roof beam attached to the endwall post flange). All roof and wall loads will be considered uniformly distributed. Except for the addition of the moment caused by the roof beam eccentricity, endwall posts will be assumed to be loaded through the shear center. The posts will be considered adequately bracedlagainst torsional-flexuraly buckling by the panels and girts. Girt locations will be considered inner and outer flange brace points. Moments and forces will be determined in accordance with the above specifications and procedures. 3.2.1.2 Endwall Roof Beams Endwall roof beams will be designed as simple span, simple span with cantilever, or two span continuous members. All connections will be considered to provide pinned end support. The roof beams will be designed to resist the shear and moment caused by the dead load, live load, and wind uplift applied to the tributary roof area. The endwall panel weight (1.1 psf x eave height) will be deducted from the applied uplift load. The purlin clips will brace the top and bottom flange of all roof beams. Allowable moment capacity will be computed in accordance with the AISI Specification. Moments and forces will be determined in accordance with the above specifications and procedures. 3.2.2 H -Section Option, The rigid frame endwall consists of straight welded -up plate section corner columns, endwall posts, and roof beams with bolted splices. The minimum yield of the steel used for flanges and webs is 55 ksi. Endwall posts are designed as pinned end members (simple span) to resist the moment and shear caused by the wind load on the endwall and axial load caused by the vertical forces from the roof!. Some frames will also be designed with rod bracing attached at the base and top of the endwall post to act in conjunction with the rigid frame action of the frame to resist the force caused by the wind load on the sidewalls. DATE: 07/11/01 D E S I G N D A T A R E P O R T PD1200DSN TIME: 10:27 AM 0-00-01 GLOBAL DATA LRF DESIGN SPECIFICATIONS PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD .BLDR PHONE # 530- 34-5'72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (.CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF. 36'1 0" 80' 0" 16'• 4" 20 PSF •80 MPH UBC 97 0.500:12 -------------------------------------------=---------------------------------------------------------------------------------------- 3.3 SECONDARY FRAMING i 3.3.1 Purlins, Eave Struts, And Girts Purlins and girts may be designed; as simple span or continuous beams. Eave struts are designed as simple span beams. All members are designed using the stiffness analysis' method. The purlins and eave struts are designed for the shear and moment caused by live load or uplift on the tributary roof area and the axial load caused by wind on the tributary endwall area. The girts are designed for the shear and moment caused by;wind pressure or suction applied to the tributary wall area. All -loads are assumed uniformly distributed, but tapered and -concentrated loads can be input and considered in the design. The section is optimized for either allowable forces, moments, or live load deflection in accordance with the above listed specifications and procedures. 3.3.2 Roof Panels i Panels will be designed as continuous span members. All live or snow loads and wind pressure or suction are assumed uniformly distributed. } 3.3.3 Wall Panels Panels will be designed as simple, span (no girts) or continuous span (with girts) members. They panels will be designed' assuming a uniformly distributed wind pressure or s4ction. Maximum panel spans will be developed in accordance with the. above specifications and procedures. 3.4 WIND BRACING . The standard wind bracing is provided by using brace wind posts, or panel diaphragms. t rods.' Alternate wall bracing can be provided by using portal frames, Brace rods will be designed as tension members in.accordance with the applicable provisions•of RISC. Rods 0.75 inch in diameter and less will have a minimum 80 ksi ultimate tensile strength. Rods larger than 0.75 inch in diameter will have a minimum 70 ksi ultimate tensile strength. Bracing design based on panel diaphragm action will require a lineal footage, of full height panels determined by eave height and wind loading. DATE: 07/11/01 D E S I G N D A T A R ! E P O R T PD120ODSN TIME: 10:27 AM 0-00-01 GLOBAL DATA LRF DESIGN SPECIFICATIONS PAGE 4 --------------------------------------------------------------- ------------------------------------------ -------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # •530- 34-5;72 PROJ NAME - ANDERSON BROS.-CORP. ENGR GRP - Visalia COMPLEX - NO - (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE). (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 36' 0" 80' 0" 16' 4" 20 PSF 80 -MPH UBC 97 0.500:12 -----------------=---=----------------------------=------------- ---------------------------------------- ------------------------- 3.4.1 Roof And Sidewall Bracing The standard wind bracing to be provided in all buildings is a parallel chord Pratt truss in the roof and "X" diagonal rod members in the wall. i The rod loads are computed by summing the windward and leeward endwall post reactions which act between the ridge of the building and the strut whose load the brace rod is transferring down the roof. If more than one braced bay exists, it is assumed that the accumulated wind load is distributed equally to each braced bay. Hence the sum computed above is divided by the number of braced bays. The rod load is determined by dividing the strut load by the cosine of the angle between the strut and the brace rod. The braced bay sidewall reactions are the horizontal and vertical resolution of the load in the sidewall rods. 3.4.2 Endwall Bracing The endwall bracing for the "C Section endwall will be designed to resist a concentrated load at the top of the corner post equal to the wind load times the tributary sidewall area. The endwall bracing for the H-Secjtion endwall will be designed to act in conjunction with -the rigid frame action of the. frame to resist the forces caused by the wind load on the sidewalls.' DATE: 07/11/01 D E S I G N D A T A R E P O R T PD120ODSN TIME: 10:27 AM 1-02-011 ROOF"STRUCTURALS --------------------------------------- ------------------------------------------------------------------------------------------ LEFT SIDEWALL EAVE STRUTS PAGE 5' ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 361; 0" 80' 0" ------------------------------------=------;----------------------------------------------------------------------------------------- 161, 4" 20 PSF 80 MPH UBC 97 0.500:12 SPANS AND UNIFORM LOADS( FT & PSF) +------------------------------------------- BAY SPAN LOAD UNIFORM LOADS NUMBER WIDTH DL CLL LL j WPRESS WSUCT +----------------------------------------------------------+ ; 1 19.50 1.96 1.2 0.0 20.10 0.0 0.0 2 20.00 1.96 1.2 0.0 20.0 0.0 0.0 3 20.00 1.96 1..2 0.0 20.'0 ` 0.0 0.0 4 19.50 1.96 1.2 0.0 20.0 0.0 0.0 NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. i EAVE STRUT 'BRACE LOCATIONS +-------------------------------------------------------------------------------------------------------------+ BAY LOCATION/ NUMBER POSITION +------------------------=-------------------'------------------------ -------------------- 1 NO BRACES FOR THIS BAY 2 NO BRACES FOR THIS BAY 3 NO BRACES FOR THIS BAY 4 NO BRACES FOR THIS BAY NOTES: EAVE STRUT BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS END FORCES +------------------------------+-----------------------------------------+ FRONT EW REAR EW SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN-K) +------------------------------+--------_-:------------------------------+ 1 DL + LL -0.02 0.06 -0.02 -0'.06 2 DL + WL (S) 0.00 j 0.00 0.00 0.00 I 0 DATE: 07/11/01 *********** SHEAR ******+**** *********** COMBINED AXIAL & BENDING *+******** * COMBINED D E S I G N D A T A R E P O R T NUM PD120ODSN TIME: 10:27 AM ----------------------------------------------------------------R ACTA ALLA CSRB LD XC ACTVC 1-02-01 ROOF STRUCTURALS, LEFT SIDEWALL EAVE STRUTS +----- - ------------------------------------= -------------------=------------- PAGE 6 ORDER # 074813 7------------------------------------------------------------------- BUILDE- NORTH VALLEY READY BUIL BLDR ORDER # 01-42 'BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION ------------------------------------------- LRF 36'1 0" 80' 0" --------------------------------------- 16' 4" 20 PSF 80 --------------------= MPH UBC ----------------------------- 97 0.500:12 SECTION PROPERTIES (ACTUAL FURNISHED PART) NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT ------------------------------------------- ;----------- ----------------------------------------------------------+ BAY PART LENGTH DEPTH THICK iMINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) 1 (IN) (KSI) (IN) (IN) (IN). (IN**2) (IN**4) (IN**4) ------------------------------------------ = COMBINED STRESS RATIO AT CRITICAL SHEAR -=---------------------------------------------------------------------+ 1 0540540 239-4 8.00 0.077 0.060 60.00 3.50 0.31 1.25 1.28 12.83 2.30 2 0540540 239-4 8.00 0.077 0.060• 60.00 3.50 0.31. 1.25 1.28 12.83 2.30 3 0540540 239-4 8.00 0.077 ! 0.060 60.00 3'.50 0.31'1.25 1.28 12.83 2.30 4 0540540 239-4 8.00 0.077 0.060 60.00 3.50 0.31 . 1.25 1.28 12.83 2.30 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DESIGN DATA SUMMARY ------------------------------------------- - =-------------------------------------------------- --------------------------------------+ BAY *********** SHEAR ******+**** *********** COMBINED AXIAL & BENDING *+******** * COMBINED SHEAR & BENDING ** STRUT LOAD NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ACTA ALLA CSRB LD XC ACTVC ACTMC CSRC LD ACT ALLOW +----- - ------------------------------------= -------------------=------------- ---------=-------------------------------------------- 1 0.0 0.4 5.3 0.083 1 9*7' 25.5 101.6 0:00 25.40 0.251 1 9.1 0.1 25.5 0.063 1 0.6 26.6 2 20.0 -0.4 5.3 0.085 1 10.01 •26.9 101.6 0.00 25.40 0.265 1 10.0 0.1 2F.9 0.070 1 1.6 26.5 3 20.0 -0.4 5.3 0.085 1 10.0: 26.9 101.6 0.00 25.40 0.265 1 10.0 0.1 26.9 0.070 1 0.6 26.5 4 19.5 -0.4 5.3 0.083 1 9.7! 25.5 101.6 0.00 25.40 0.251 1 9.7 -0:1 25.5 0.063 1 0.6 26.6 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS)• ACTA = ACTUAL AXIAL FORCE (KIPS) , ALLA = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR (KIPS) AT COMBINED LOCATION ACTMC = MOMENT (IN -KIPS) AT COMBINED LOCATION CSRC COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACT = MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD ALLOW = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING -MOMENT DUE TO WIND DATE: 07/11/01 D E S I G N.• DATA R:E P O R T PD120ODSN TIME: 10:27 AM ---------------------------- 1-02-01 ROOF STRUCTURALS -.-----------------------------------------=------=------------------------------------------------------ i RIGHT SIDEWALL EAVE STRUTS PAGE 7 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL iBLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR.CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia COMPLEX - NO (TYPE) .(WIDTH) (LENGTH) (HEIGHT) (LIVE) - (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 .-BLDG ------------------------------=---------------------------------'-------------------------------------------------------------------- DESCRIPTION LRF 36' 0" 80' 0" 16' 4" 20 PSF 80 MPH UBC 97 0.500:12 SPANS AND UNIFORM LOADS( FT & PSF) +----------------------------------------------------------+ BAY SPAN LOAD UNIFORM LOADS NUMBER WIDTH DL CLL LL WPRESS WSUCT ------------------------------------------------------------ 1 19.50 1.96 1.2 0.0 20.0 0.0 0.0 2 20.00 1.96 1.2 0.0 20.0 0.0 0.0 3 20.00 1.96 1.2 0.0 20.0 0.0 0.0 4 19.50 1.96 1.2 0.0 20.0 0.0 0.0 NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. EAVE STRUT BRACE LOCATIONS i +------------------------------------------------------------ BAY LOCATION/ NUMBER POSITION ------------------------------------------- --------------------- ------------------------------------------------- 1 ---------------------------------------------+1 NO BRACES FOR THIS BAY 2 NO:BRACES FOR THIS BAY 1 f 3 NO BRACES FOR THIS BAY ;. 4 NO BRACES FOR THIS BAY i NOTES: EAVE STRUT BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE,NEAREST THE FRONT ENDWALL i i I LOAD COMBINATIONS END FORCES +------------------------------+-----------`=-----------------------------+ FRONT EW REAR EW SHEAR i MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN-K) +------------------------------+----------------------------------------+ 1 DL + LL -0.02 0.06 -0.02 -0.06 2 DL + WL (S) 0.00 0.00 0.00 0.00 DATE: 07/11/01 - - - - - -= BAY D E S I G Ni D A T A. R E P O R T *********** PD120ODSN TIME: 10:27 AM ------------------------------------------ COMBINED AXIAL & 1-02-O1iROOF STRUCTURALS -=---------- RIGHT SIDEWALL EAVE STRUTS PAGE 8 ORDER # 074813 BUILDER - NORTH VALLEY READY -------- ------------------------------- BUIL I. ----------------------------------- BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34=5172 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH):. (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 361; 0" ----------------------------------------------------------------------------------------------- 80' 0" 16' 4" 20 PSF 80 MPH UBC 97 0.500:12 SECTION PROPERTIES i (ACTUAL FURNISHED PART) 1 0.0 0.4 +------------------------------------------`------------------- 0.083 - 9.7 25.5 101.6 0..00 BAY PART LENGTH DEPTH THICK ;MINTHK FY FLG RAD LIP AREA IX IY 1 NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) ' (IN) (IN) (IN**2) (IN**4) (IN**4) 0.085 +------------------------------------------'------------------- 10.0 26.9 101.6 0.00 25.40 0.265 1 0540540 239-4 8.00' 0.077 0.060 60.00 3.50 0.31 1.25 1.28 12.83 2.30 26.5 2 0540540 239-4 8.00 0.077 0.060 60.00 3.50 0.31 1.25 1.28 12.83 2.30 10.0 3 0540540 239-4 8.00. 0.077 0.060 60.00 3-.50 0.31 1.25 1.28 12.83 2.30 0.070 4 0540540 239-4 8.00 0.077 0.060 60.00 3.50 0.31 1.25 1.28 12.83 2.30 5.3 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DESIGN DATA SUMMARY +--------------------------------------------------------------------------------------------------- - - - - - -= BAY *********** SHEAR *********** *********** COMBINED AXIAL & BENDING ********** * COMBINED SHEAR & BENDING ** STRUT LOAD NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ACTA ALLA !CSRB LD XC . ACTVC ACTMC CSRC LD ACT ALLOW +------------------------------- ------------- 1 0.0 0.4 5.3 0.083 1 9.7 25.5 101.6 0..00 25.40 0.251 1 9.7 0.1 25.5 0.063 1 0.6 26.6 2 20.0 -0.4 5.3 0.085 1 10.0 26.9 101.6 0.00 25.40 0.265 1 10.0 0.1 25.9 0.070 1 1.6 26.5 3 20.0 -0.4 5.3 0.085 1 10.0 26.9 101.6 0.00 -25.40 0.265 1 10.0 0.1. 2 .9 0.070 1 0.6 26.5 4 19.5 -0.4 5.3 0.083 1 9.7 25.5 101.6 0.00 25.40 0.251 1 9.7 -0.1 25.5 0.063 1 0.6 26.6 NOTES: XV ACTV ALLV CSRV XM ACTM ALLM ACTA ALLA CSRB XC ACTVC ACTMC CSRC LD ACT ALLOW DISTANCE (FEET) FROM LEFT SUPPORT TO POINT CRITICAL SHEAR (KIPS) ALLOWABLE SHEAR (KIPS) COMBINED STRESS RATIO AT CRITICAL SHEAR = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT = CRITICAL MOMENT (IN -KIPS) ALLOWABLE MOMENT (IN -KIPS) = ACTUAL AXIAL FORCE (KIPS) = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE = COMBINED STRESS RATIO AT CRITICAL MOMENT ' = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT = SHEAR (KIPS) AT COMBINED LOCATION = MOMENT (IN -KIPS) AT COMBINED LOCATION = COMBINED STRESS RATIO AT CRITICAL COMBINED = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD = MAXIMUM AXIAL FORCE (KIPS)IDUE TO WIND LOAD = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION OF CRITICAL SHEAR OF CRITICAL MOMENT OF MOMENT (*-indicates overstress condition) F CRITICAL COMBINED SHEAR AND BENDING SHEAR AND BENDING (* indicates overstress condition) CHECK WITH CONTROLLING MOMENT DUE TO WIND DATE: 07/11/01 D E S I G N D A T A R'E P O R T PD120ODSN TIME: 10:27 AM ------------------------------------------------------------------------------------------------------------------------------------ 1-02-01 ROOF STRUCTURALS LEFT SLOPE PURLINS PAGE 9 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 361, 0°' 80' 0" ------------------------------=------------'--------------------------------------------------------•--------------------------------- 16' 4" 20 PSF 80 MPH. UBC 97 0.500:12 SPANS AND UNIFORM LOADS (FT & PSF) +----------------------------------------- ---------------------.-----------=-=--------+ BAY SPAN LOAD UNIFORMjLOADS LAP ' PURLIN NUMBER WIDTH DL CLL LLj WPRESS WSUCT LEFT RIGHT TYPE +------------------------------------------=----------------- 1 19.50 5.00 1.2 0.0 20.0 0.0 10.2 1.00 CONTINUOUS 2 20.00 5.00 1.2 0.0 20.0 0.0 10:2 2.00 1.00 CONTINUOUS 3 20.00 5.00 1.2 0.0 20.0 0.0 10.2 1.•00 2100 CONTINUOUS 4 19.50 5.00 1.2 0.0. 20.0 0.0 10.2 1.00 I CONTINUOUS NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD•SHOWN. PERIMETER LOADS (FT & PSF) +-------------------------------------- BAY SPAN LOAD PERIMETER LOADS NUMBER WIDTH DL CLL LL; WPRESS WSUCT +----------------------------------------- -------------------+ 1 19.50 4.46 1.2 0.0 20.0 0.0 12.1 2 20.00 4.46 1.2 0.0 20.0 0.0 12.1 3 ,20.00 4.46 1.2 0.0 20.0 0.0 12.1 4 19.50 4.46 1.2 0.0 20.0 0.0 12.1 E PURLIN BRACE LOCATIONS +---------------------------------------- BAY LOCATION/ NUMBER j POSITION +------------------------------------------7-------------------------------------------- 1 NO BRACES FOR THIS BAY NO BRACES FOR THIS BAY NO BRACES FOR THIS BAY NO BRACES FOR THIS BAY NOTES: PURLIN BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL i i DATE: 07/11/01 D E S I G N D A T A R E P O R T PD120ODSN TIME: 10:27 AM 1-02-01,ROOF STRUCTURALS LEFT SLOPE PURLINS -------------------------------------------= PAGE 10 ----------------------------------------------------------------------=----------------- ORDER # 074813, BUILDER- NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # .530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 36' 0" 80' 0" 16' 4" 20 PSF 80 ------------------------------------------------------------------------------------------------------------------------------------ MPH UBC 97 . 0.500:12 •LOAD COMBINATIONS END FORCES +------------------------------+------------------------------------------+ FRONT EW REAR EW SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN-K) (K) (IN-K) +------------------------------+-----------------------------------------+ 1 DL + LL -0.05 0.15 -0.05 -0.15 2 DL + WL (S) 0.02 -0.06 0.02 0.06 SECTION PROPERTIES (ACTUAL FURNISHED PART) +----------------------------------------------------------------------------T ----------------------------------+ BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) .(IN)' (IN) (IN) (IN**2) (IN**4) (IN**4) +---------------------------------------------------------------------------------------------------------------+ 1 0530923 263-4 8.00 0.060 0.060 60.00 2.63 0.25 0.75 0.86 8.35 1.40 2 0530923 263-4 8.00 0.060 0.060 60.00 2.63 I. 0.25 0.75 0.86 8.35 1.40 3 0530923 263-4 8.00 0.060 0.060 60.00 2.63 0.25 0.75 0.86 8.35 1.40 4- 0530923 - 263-4 8.00 0.060 0.060 60.00 2.63 0.25 0.75 0.86 8.35 1.40 NOTES: MINTHK = MINIMUM DESIGN THICKNESS i i i i I i DATE: 07/11/01 D E S I G N D A T.A R E P O•R T PD1200DSN TIME: 10:27 AM 1-02-01IROOF STRUCTURALS LEFT SLOPE PURLINS PAGE 11 ----------------------------------------------------------------------=------------------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS.'CORP. ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH)' (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 36'j 0" 80' 0." 16' 4" 20 PSF 80 MPH UBC 97 0.500:12 -------------------------------------------7----------------------------------=------------------------------------------------------ DESIGN DATA SUMMARY +------------------------------------------=--------------------------------------------------------------------------------------- BAY *********** SHEAR *********** *********** COMBINED AXIAL & BENDING ********** ** COMBINED SHEAR & BENDING **. STRUT LOAD NUM XV ACTV ALLV CSRV LD XM ACTM ALLM • ACTA ALLA CSRB LD XC ACTVC ACTMC CSRC LD ACT ALLOW +----------7---------------------------------------------------------------------------------------------------- 1 18.5 -1.2 2.4 0.483 1 185 -38.3 58.3 0.00 10.90 0.658 1 18.5 -1.2 -38.3 0.653 1 •.4.4 2 2.0 0.9 2.4 0.383 1 2,.0 -28.1 58.1 0.00 10.70 0.483 1 2.0 0.9 -28.1 0.372 1 8.7 3 18.0 -0.9 2.4 0.383 1 18•.0 -28.1 58.1 :0.00 10.70 0.483 1 18.0 -0.9 -28.1 0.372 1 8.7 4 1.0 1.2 2.4 0.483 1 1;0 -38.3 58.3 - 0.00 10.90 0.658 1 1.0 1.2 -38.3 0.652 1 4.4 NOTES:- XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEARI ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) ACTA = ACTUAL AXIAL FORCE (KIPS) r ALLA = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OFiMOMENT CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT(*. indicates overstress condition) XC = DISTANCE•(FEET) FROM LEFT SUPPORT TO POINT. OF CRITICAL COMBINED SHEAR'AND BENDING ACTVC = SHEAR (KIPS) AT COMBINED LOCATION ACTMC = MOMENT (IN -KIPS) AT COMBINED LOCATION CSRC = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK -ACT = MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD 1 ALLOW = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND DATE: 07/11/01 D E S I G N; D A T A R P 0 R T PD120ODSN TIME: 10:27 AM ----------- 1-02-01 ROOF STRUCTURALS ------------------------------------------------------------------------------------------------------------- LEFT SLOPE PURLINS PAGE 12 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5'72 PROJ NAME -ANDERSON BROS. - CORP. ENGR GRP Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH)' (HEIGHT) (LIVE) (WIND) (SLOPE) UNIT # 1 BLDG -----------------------------------------------------------------------=------------------=----------------------------------------- DESCRIPTION LRF 36' 0" 80' d" 16' 4" 20 PSF ..(CODE/YEAR) 80 MPH UBC 97 0.500:12 DESIGN DATA SUMMARY - WEB CRIPPLING +------------------------------------------=--=------------------ + BAY START **** WEB CRIPPLING **** ***** COMBINED CRIPPLING & BENDING ***** NUM END ACTP ALLP CSRC LD ACTM ALLM ACTP ALLP CSRBC .LD ------------------------------------------- '----------------------------------. 1 S 0.8 CLIP 1 -0.1 59.2 0.80 CLIP 1 1 E 2.4 3.9 0.628 1 I -53.2 118.4 2.40 3.90 0.802 1 2 S 2.4 3.9 0.628 1 --53.2 118.4 2.40 3.90 0.802 1 2 E 2.0 3.9 0.526 1 -37.4 118.4 2.00 3.90 ;0.632 1 3 S 2.0 3.9 0.526 1 -37.4 118.4 2.00 3.90 '0.632 1' 3 E 2.4 3.9 0.628 1 -53.2 118.4 2.40 3.90 0.802 1 4 S 2.4 3.9 0.628 1 -53.1 118.4 2.40 3.90 0.802 1 4 E -0.8 CLIP 1 -0.1 59.2 -0.80 CLIP 1 NOTES: ACTP = ACTUAL WEB CRIPPLING LOAD (KIPS) ALLP = ALLOWABLE WEB CRIPPLING LOAD (KIPS) CSRC COMBINED STRESS RATIO WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) CSRBC = COMBINED STRESS RATIO - BENDING AND WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) LD CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACTM = CRITICAL MOMENT (IN -KIPS) i ALLM = ALLOWABLE MOMENT (IN -KIPS)! DATE: 07/11/01 D E S I G N D A T A R -E P 0 R T PD1200DSN TIME: 10.:27 AM ---=---------------------------------------=----------------------------------------------=------------- 1-02-01;ROOF STRUCTURALS RIGHT SLOPE PURLINS PAGE 13' ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 --------------------------- BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF ------------------------------=-------------------------------------------------------------------------=------------------------ 36'1 0" 80' 0" 16' 4" 20 PSF 80 MPH UBC 97 0.500:12 --- SPANS AND UNIFORM LOADS (FT & PSF) ------------------------------- -------------------------------------------------------+ BAY SPAN, LOAD UNIFORM LOADS LOADS : LAP PURLIN NUMBER WIDTH WIDTH DL CLL LL WPRESS WSUCT LEFT RIGHT TYPE +------------------------------------=------------------------------------------------+ 1 19.50 4.46 1 19.50 5.'00 1.2 0.0 20.0 0.0 10.2 1:00 CONTINUOUS 2 20.00 5.00 1.2 " 0.0 20.0 0.0 10.2 2.•00 1:00 CONTINUOUS 3 20.00 5.00 1.2 0.0 20.0 0.0 10.2 1.00 2.00 CONTINUOUS 4 19.50 5.00 1.2 0.0 20.0 0.0 10.2 1.00 CONTINUOUS NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. PERIMETER LOADS (FT & PSF) +------------------------------------------------------------+ BAY SPAN LOAD PERIMETER LOADS NUMBER WIDTH DL CLL LL WPRESS WSUCT 1 19.50 4.46 1.2 0.0 20.0 0.0 12..1 2 20.00 4.46 1.2 ' 0.0 20.0 0.0 12.1 3 20.00 4.46' 1.2 0.0 20.0 0.0 12.1 4' 191.50 4.46 1.2 0.0 20.0 0.0 12.1 PURLIN BRACE LOCATIONS ------------------------------------------- ------------------------------------------------------------------------ BAY LOCATION/ NUMBER ! POSITION +------------------------------------------i---------------------- -----------------------------------------------+ 1 NO BRACES.FOR THIS BAY i , 2 NO BRACES FOR THIS BAY 3 NO BRACES FOR THIS BAY 4 NO BRACES FOR THIS BAY NOTES: PURLIN BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL i 1 DATE: 07/11/01 D E S I G.N D A T A R E P O R T PD1200DSN TIME: 10:27 AM 1-02-01 ROOF STRUCTURALS RIGHT SLOPE PURLINS -------------------------------------------=---------------------------------------------------------------------------------------- PAGE 14 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia COMPLEX - NO - (TYPE) ' (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 36'1 0" 80' 0" 16' 4" 20 PSF 80 --------------------------------------•-----r---------------------=------------------------------------- MPH UBC -------------- 97 0.500:12 --------------- LOAD COMBINATIONS END FORCES +------------------------------+-----------;------------------------------+ FRONT, EW REAR .EW SHEAR iMOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN-K) +---.---------------------------+-----------=-----------------------------+ 1 DL + LL -0.05 0.15 .-0.05 -0.15 2 DL + WL (S) 0.02 ! -0.06 0.02 0.06 SECTION PROPERTIES (ACTUAL.FURNISHED PART) i +------------------------------------------:---------------------- BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) +---------------------------------------------------------------------- 1 0530923 263-4 8.00 0.060 1 0.060 60.00 2.6.3 0.25 0.75 0.86 8.35 1.40 2 0530923 263-4 8.00 0.060 0.060 60.00 2.63 0.25 0.75 0.86 8.35 1.40 3 • 0530923 263-4 8.00 0.060 0.060 60.00 2.63 0.25 0.75 0.86 8.35 1.40 4 0530923 263-4 8.00 0.060 0.060 60.00 2.63 0.25 0.75 0.86 8.35 1.40 NOTES: MINTHK= MINIMUM DESIGN THICKNESS ' DATE: 07/11/01 D E S I G N D A T A R E P O R T PD1200DSN TIME: 10:27 AM ----------------------------------------------------------------=------------------------------------------------------------------- 1-02-01 ROOF STRUCTURALS I RIGHT SLOPE PURLINS PAGE 15 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 - BLDR ACCOUNT # .20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5.72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH). (HEIGHT) (LIVE). (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG ---------------- DESCRIPTION LRF 36' 0" 80' 0" ------------------------------------------------=-- 16'• 4" .20 PSF ------------------------------- 80 MPH UBC 97 0.500:12 -------------------- -------- - - - - - - DESIGN DATA SUMMARY +--------------------------------------------------------------------------------------------------------------------- BAY *********** SHEAR *********** *********** COMBINED AXIAL & BENDING ********** ** COMBINED SHEAR & BENDING ** STRUT LOAD NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ACTA ALLA CSRB LD XC ACTVC ACTMC CSRC LD ACT ALLOW +------------------------------------------ --------------------- -------------------------------------------------------------------+ 1 18.5 -1.2 2.4 0.483 1 18:5 -38.3 58.3 '0.00 10.90 0.658 1 18.5 -1.2 -38.3 0.653 1 4.4 2 2.0 0.9 2.4 0.383. 1 2i0 -28.1 58.1 0.00 10.70 0.483 1 2.0 0.9. -28.1 0.372 1 .8.7 3 18.0 -0.9 2.4 0.383 1 18.0 -28.1 58.1 0.00 10.70 f 0.483 1 18.0 -0.9 -28.1 0.372 1 8.7 4 1.0 1.2 2.4 0.483 1 10 -38.3 58.3 . 0.00 10.90, 0.658 1 1.0 1.2 -38.3 0.652 1 4.4 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM =CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN-KIPS)t I ACTA = ACTUAL AXIAL FORCE (KIPS) ALLA = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF -MOMENT CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC ='DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR (KIPS) AT COMBINED LOCATION �. ACTMC MOMENT (IN -KIPS) AT COMBINED LOCATION CSRC = COMBINED STRESS RATIO_ AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACT = MAXIMUM AXIAL FORCE (KIPS),DUE TO WIND LOAD ALLOW = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND DESIGN DATA SUMMARY - WEB CRIPPLING +------------------------------------------'----------------- BAY START **** WEB CRIPPLING **** ***** COMBINED CRIPPLING & BENDING ***** NUM END ACTP ALLP CSRC LD ACTM ALLM ACTP ALLP :CSRBC LD +-------------------------------------------------=-----------------------------------+ 1 S 0.8 CLIP 1 -0.1 59.2 0.80 CLIP 1 1 E 2.4 3.9 0.628 1 -53.2 118.4 2.40 3.90 0.802 1 2 S 2.4 3.9 0.628 1 -53.2 118.4 2.40 3.90 0.802 1 2 E 2.0 3.9 0.526 1 -37.4 118.4 2.00 3.90 0.632 1 3 S 2.0 3.9 0.526 1 -37.4 118.4 2.00 3.90. 0.632 1 3 E 2.4 3.9 0.628 1 -53.2 118.4 2.40 3.90 '0.802 1• 4 S 2.4 3.9 0.628 1 -53.1 118.4 2.40 3.90 0.'802 1 4 E -0.8 CLIP 1 -0.1 59.2 -0.80 CLIP 1 NOTES: ACTP = ACTUAL WEB CRIPPLING LOAD (KIPS) ALLP = ALLOWABLE WEB CRIPPLING LOAD (KIPS) CSRC = COMBINED STRESS RATIO - WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) CSRBC =,COMBINED STRESS RATIO - BENDING AND WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) / i ' r DATE: 07/11/01 D E S I G N';, D A T A R,E P 0 R T PD1200DSN TIME: 10:27 AM -------------------------------------------:--------------------=-------------------------------------------------------------------- 1-02-01i ROOF STRUCTURALS RIGHT SLOPE PURLINS PAGE 16 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # '530- 34-5:72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 36'; 0" 80' 0" 16 4" 20 PSF 80 MPH UBC 97 0.500:12 DESIGN DATA SUMMARY - WEB CRIPPLING +------------------------------------------'----------------- BAY START **** WEB CRIPPLING **** ***** COMBINED CRIPPLING & BENDING ***** NUM END ACTP ALLP CSRC LD ACTM ALLM ACTP ALLP :CSRBC LD +-------------------------------------------------=-----------------------------------+ 1 S 0.8 CLIP 1 -0.1 59.2 0.80 CLIP 1 1 E 2.4 3.9 0.628 1 -53.2 118.4 2.40 3.90 0.802 1 2 S 2.4 3.9 0.628 1 -53.2 118.4 2.40 3.90 0.802 1 2 E 2.0 3.9 0.526 1 -37.4 118.4 2.00 3.90 0.632 1 3 S 2.0 3.9 0.526 1 -37.4 118.4 2.00 3.90. 0.632 1 3 E 2.4 3.9 0.628 1 -53.2 118.4 2.40 3.90 '0.802 1• 4 S 2.4 3.9 0.628 1 -53.1 118.4 2.40 3.90 0.'802 1 4 E -0.8 CLIP 1 -0.1 59.2 -0.80 CLIP 1 NOTES: ACTP = ACTUAL WEB CRIPPLING LOAD (KIPS) ALLP = ALLOWABLE WEB CRIPPLING LOAD (KIPS) CSRC = COMBINED STRESS RATIO - WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) CSRBC =,COMBINED STRESS RATIO - BENDING AND WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) / DATE: 07/11/01 ! D E S I G N D A T A R E P O R T PD120ODSN TIME: 10:27 AM 1-03-01;SIDEWALL STRUCTURALS, LEFT SIDEWALL GIRTS PAGE 17 ----------------7------------------------------------------------7------------------------------------------------------------------- ORDER # 074813 BUILDER = NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH): (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 361; 0" 801, 0" 16' 4" 20 PSF 80 MPH UBC 97 0.500:12 ------------------------------=------------=---------------------------------------------------------------------------------------- SPAN AND UNIFORM LOADS (FT & PSF) (WIND PRESURE 9.2 PSF/ WIND SUCTION = 9.2 PSF) ------------------------------------------- ,------------------------------------------------------ =- GIRT ELEVATION SECTION 1 SECTION 2 SECTION 3 SECTION 4 LENGTH(FT) 20.00 ;20.00 20.00 20.00 -------------- - -------------- --=----------------------- LOAD WIDTH / LEFT LAP / RIGHT LAP! -------------------------------------------'-------------------------------------------------------- 11.33 3.92/0.0/0.0 3.92/0.0/0.0 3.92/0.0/0.0 3.92/0.0/0.0 7.50 5.67/0.0/0.0 5.6 I 7/0.0/0.0 5.67/0.0/0.0 5.67/0.0/0.0 i GIRT LOCATIONS (TYPE/ PART NUMBER - LENGTH(IN) ) -------------------------------------------:----------------------------------------------------------------- GIRT ELEVATION SECTION 1 SECTION 2 SECTION 3 SECTION 4 LENGTH(FT) 20.00 20:00 20.00 20.00 --------------------------------------------- `------------------------------------------------------ ---------- 11.33 Z80/0530923 239-4 Z80/0530923 239-4 Z80/0530923 239-4 Z80/0530923 239-4 7.50 Z80/0530923 239-4 Z80/0530923 239-4 Z80/0530923 239-4 Z80/0530923 239-4 INNER GIRT BRACE LOCATIONS (DISTANCE FROM LEFT SIDE OF SECTION (FT)) -------------------------------------------°-------------------------------------------------------- GIRT ELEVATION SECTION 1 SECTION. 2 SECTION' 3 SECTION 4 LENGTH(FT) 20.00 20.00 20.00 20.00 ---------------------------------------------7----------------------------------------------------- NO BRACES FOR THIS WALL NOTES: 'GIRT BRACE LOCATIONS ARE MEASURED STARTING FROM FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS +------------------------------+ NO DESCRIPTION +------------------------------+ 1 WIND PRESSURE 2 WIND SUCTION DATE: 07/11/01 D E S I G N D A T A R E P O R T ************ *********** PD120ODSN TIME: 10:27 AM -------------------------------------------------------------- 1-03-61 SIDEWALL STRUCTURALS LEFT SIDEWALL GIRTS ***** PAGE 18 ---------------------------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL ii BLDR ORDER # 01-42 ALLV BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH)_ (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF -----------------------------------------=-------------------- 36,' 0" 80' ,0" -,-------------------------------- 16' 4" 20 PSF ------------------------------------- 80 MPH UBC 97 0.500:12 SECTION PROPERTIES (ACTUAL FURNISHED PART): 6.0 -0:2 3.3 0.048: 1 3.0 -2.8 39.5 0.071 2 PART SHAPE DEPTH THICKNESS FY FLANGE RADIUS LIP AREA IX IY NUMBER (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) 1 0530923 Z 8.00 0.060 60.00 2.63 0.25 0.75 0.86 8.35 1.40 DESIGN DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) SIMPLE Z GIRTS +------------------------------------------ BAY/SECTION ************ SHEAR ************ *********** BENDING **************. ** COMBINED SHEAR & BENDING ***** NUMBER XV ACTV ALLV CSRV LD COND XM ACTM. ALLM CSRB LD COND XC ACTVC ACTMC CSRC LD COND +------=-------------------------------------------------- 1 6.0 -0:2 3.3 0.048: 1 3.0 -2.8 39.5 0.071 2 6.0 -0.2 0.0 0.002 1 2 6.5 -0.2 3.3 0.052, 1 3.2 -3.3 39.5 0.084 2 6.5 -0.2 0.0 0.003 1 3 6.5 -0.2 3.3 0.052 1 3.2 -3.3 39.5 0.084 . 2 6.5 -0.2 0.0 0.003 1 4 0.0 0.2 3.3 0.048. 1 3.0 -2.8 39.5 0.071 2 0.0 0.2 0.0 0.002 1 DATE: 07/11/01 SECTION ,1 SECTION 2 D E S I G N D A T A R E P O R T PD120ODSN TIME: 10:27 AM 1-03-01 SIDEWALL STRUCTURALS. RIGHT SIDEWALL GIRTS PAGE 19 ----------------------------------------------------------------7------------------------------------------------------------------- ORDER # 074813' BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF --------------------------------------------------------------- 36' 0" 80' 0" -----------------------------=--------------------------------------- 16' 4" 20 PSF 80 MPH UBC 97 0.500:12 SPAN AND UNIFORM LOADS (FT & PSF) (WIND PRESURE = 9.2 PSF / WIND SUCTION = 9.2 PSF) ------------------------ GIRT ELEVATION --------------------------------------=------------------------------------ SECTION 1 SECTION 2 SECTION 3 SECTION 4 LENGTH(FT) .20.00 20.00 20.00 20.00 ----------------------------.----------------------------------------------------------------------- LOAD WIDTH / LEFT LAP / RIGHT LAP : ----------------------- -------------------------------------------- 11.33 11.33 --------------------------------------------------------------------- 3.92/0.0/1.0 ------------------ 3.92/2.0/1.0 ------ 3.92/1.0/2.0 ----------------------------- '3.92/1.0/0.0 7.50 5.67/0.0/1.0 5.67/2.0/1.0 5.67/1.0/2.0 5.67/1.0/0.0 GIRT LOCATIONS (TYPE/ PART NUMBER - LENGTH,(IN) GIRT ELEVATION• SECTION ,1 SECTION 2 SECTION 3 SECTION 4 LENGTH(FT) 20.00 20.00 20.00 20.00 ------------------------------------ 11.33 ------------------------------------------------------------------------ Z80/0530923 263-4 Z80/0530923 263-4 Z80/0530923 263-4 Z80/0530923 263-4 7.50 Z80/0530923 263-4 Z80/0530923 263-4 Z80/0530923 263-4 Z80/0530923 263-4 INNER GIRT BRACE LOCATIONS (DISTANCE FROM 'LEFT SIDE OF SECTION (FT)) GIRT ELEVATION SECTION 1 SECTION 2 SECTION 3 SECTION 4 LENGTH(FT) 20.00 20.00- 20.00 20.00 -------------------------------- NO BRACES FOR THIS WALL - --------- --------------------------------------------------------- NOTES: GIRT BRACE LOCATIONS ARE MEASURED STARTING FROM FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS +--- ------------ - --------------+ NO DESCRIPTION . +------------------------------+ 1 WIND PRESSURE 2, WIND SUCTION DATE: 07/11/01 D E S I G N' D A T A R E P O R T PD120ODSN TIME: 10:27 AM ------------------------------------------ 1-04-01 ENDWALL STRUCTURALS FRONT ENDWALL GIRTS PAGE 21 ORDER # 074813 BUILDER - NORTH -'---------------------------------------- VALLEY READY BUIL BLDR ORDER ------------------------------------------------- # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH)' (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION ------------------------------------------=---------------------------------------------------------=-----------------•-------------- LRF 361 0" 80' 0" 16' 4" 20 PSF 80 MPH UBC 97 0.500:12 SPAN AND UNIFORM LOADS ------------------------------------------ (FT & PSF) (WIND PRESURE = 9.2 PSF / =------------------ WIND SUCTION = 9.2 PSF) GIRT ELEVATION SECTION 1 -------------------------------------- SECTION 2 LENGTH(FT) 18.00 18.00 ---------------------------------------------------------------------------------=---------=------- LOAD WIDTH / LEFT LAP / RIGHT LAP --------------------------------------------------------------------------------------------------- '11.50 4.10/0.0/0.0 4.10/0.0/0.0 7.50 5.75/0.0/0.0 5.75/0.0/0.0 GIRT LOCATIONS (TYPE/ PART NUMBER - LENGTH(IN) ) -------------------------------------------------- GIRT ELEVATION SECTION 1 SECTION 2 LENGTH(FT) 18.00 18.00 ---------------------=-------------------------------------------- 11.50 Z95/0550303 187-2 Z95/0550303 187-2 7.50 Z95/0550303 187-2 Z95/0550303 187-2 INNER GIRT BRACE LOCATIONS (DISTANCE FROM LEFT SIDE OF SECTION,(FT)) ---7-----7----------------------------------------------------------------------------------------- GIRT ELEVATION SECTION 1 SECTION 2 LENGTH(FT) 18.00 .18.00 --------------------------------------------------------------------------------------------------- NO BRACES FOR THIS WALL I LOAD COMBINATIONS -------------------------------- NO DESCRIPTION +------------------------------+ 1 WIND PRESSURE 2 WIND SUCTION i SECTION PROPERTIES (ACTUAL FURNISHED PA(2T)i , PART SHAPE DEPTH THICKNESS F•Y FLANGE RADIUS LIP AREA IX IY NUMBER (IN) .(IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) 0550303 Z 9.50 0.060 60.00 2.75 0.25 1.06 1.00 13.47 1.98 d DATE: 07/11/01 SHAPE DEPTH (IN) j D E S I G N D A`T A R E P O R T PD120ODSN TIME: 10:27 AM ------------------------------------------- 1-04-01 ENDWALL STRUCTURALS REAR ENDWALL GIRTS PAGE 23 ORDER # 074813 BUILDER - NORTH ------------------------------------------------------------------------------------------ VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION -----------------------------------------------------------------------------i------------------------------------------------------- LRF 36; 0" 80' 0" 16' 4" 20 PSF 80 MPH UBC 97 0.500:12 SPAN AND UNIFORM LOADS ------------------------------------------ (FT & PSF) (WIND PRESURE _ 9.2 PSF / WIND SUCTION = 9.2 PSF) GIRT ELEVATION SECTION 1 --------------------------------------------------------- SECTION 2 LENGTH(FT) 18.00 18.00 ------------------ ----------------;-------------------------------------------------------- LOAD WIDTH / LEFT.LAP / RIGHT LAP --------------------------------------------------------------------------------------------------- 11.50 4.10/0.0/0.0 4.10/0.0/0.0 7.50 5.75/0.0/0.0 5.75/0.0/0.0 GIRT LOCATIONS (TYPE/ PART NUMBER - LENGTH,(IN) GIRT ELEVATION SECTION 1 SECTION 2 LENGTH(FT) 18.00 18.00 ------------------------------------------------------------- 11.50 Z95/0550303 187-2 Z95/0550303 187-2 7.50 Z95/0550303 187-2 ; Z95/0550303 187-2'• INNER GIRT BRACE LOCATIONS (DISTANCE FROM LEFT SIDE OF SECTION',(FT)) ------------------------------------------,---------------------,----------------------=------------- GIRT ELEVATION SECTION 1 SECTION 2 t LENGTH(FT) 18.00 18.00 --------------------------------------------------------------------------------------------------- NO BRACES FOR THIS WALL LOAD COMBINATIONS +------------------------------+ NO DESCRIPTION +------------------------------+ 1 WIND PRESSURE 2 WIND SUCTION SECTION PROPERTIES (ACTUAL FURNISHED PART) PART NUMBER SHAPE DEPTH (IN) THICKNESS (IN) FY (KSI) FLANGE (IN) RADIUS (IN) LIP' (IN) AREA (IN**2) IX (IN**4) IY (IN**4) 0550303 Z 9.50 0.060 60.00 2.75 0.25 1.06 1.00 13.47 1'.98 i DATE: 07/11/01 D E S -I G N D A T A RAE P 0 R T PD120ODSN TIME: 10:27 AM 1-04-01 ENDWALL STRUCTURALS;-, 'REAR ENDWALL GIRTS PAGE 24 --------=------------------------------------------------------=-------------------------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5172 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia COMPLEX -,NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 36' 0" 80' p" 16' 4" 20 PSF 80 MPH UBC 97 0.500:12 ------------------------------------------------------------------------------------------------------------------------------------ DESIGN DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) SIMPLE Z GIRTS +----------------------------------------------------------------------------------------------------------------------+ BAY/SECTION ************ SHEAR ************ *********** BENDING ************** ** COMBINED SHEAR & BENDING ***** NUMBER XV ACTV ALLV CSRV LD COND XM ACTM ALLM CSRB LD COND XC ACTVC ACTMC CSRC LD COND ------------------ =---------------------------------------------------- -------------------------------------------------------+ 1 0.0 0.5 2.7 0.176 1 9.0 -25.7 53.6 0'.480 2 9.0 0.1 25.7 0.058 1 2 18.0 -0:5 2.7 0.176 1 9.0 -25.7 53.6 0.480 2 9.0 0.1 25.7, 0.058 1 i �Alsc. LS LONGITUDINAL BRACING DESIGN CUSTOMER: Anderson Bros. WEIGHT (W) OF FEW= DATE: 07/11 /01 BUILDER: NVBS 1.4 psf DESIGNED BY: Tim Johnson BMC ORDER M 74813 ROOF COLLATERAL LOAD: psf BLDR ORDER t/: WIDTH LENGTH HEIGHT psf 36 80 16 BUILDING LOADINGS: BUILDING CODE: UBC ROOF LIVE/SNOW LOAD: 20 EDITION YEAR: 1997 DEAD LOAD: 4 COLLATERAL LOAD: WIND DESIGN: WIND SPEED(V in mph): 80 WIND EXPOSURE FACTOR: B — WIND IMPORTANCE FACTORM: 1.00 MEAN ROOF HEIGHT(H)(ft): 16.38 Ce= 0.67 Cq= 1.3 total for building walls and at each parapet q=0.00256(V)"2= 16.38 psf P=(Ce)(Cq)gl= 14.27 +psf 10 psf minimum ( 0.014 ) ksf SEISMIC DESIGN: SEISMIC ZONE: 3 SEISMIC COEFFICIENT Ca (FROM 16-Q): 0.36 SEISMIC ZONE FACTOR Z (FROM 16-1): 0.3 SEISMIC COEFFICIENT C„ (FROM 16-R):. 0.54 - SEISMIC IMP. FACTOR(I): 1 _ BRACING R: 5.6 SOIL PROFILE TYPE: SD BRACIN(no (FROM TABLE 16-N): 2.2 STRUCTURAL PERIOD - T=Ct(h„)3�4 = 0.1628 (30-8) V RT W 0.59 W (30-4) WHERE C, = 0.020 NEED NOT EXCEED: CONTROLLING V/1.4-- 0.115 W En=V 2.513.1 r.= 0.500 V= R W= 0.161 W (30-5) 20 p = 2 —= 1.25 (30 3) SHALL NOT BE LESS THAN: r,,,..Aa V = 0.11 C. I W = 0.040 W (30-6) Amax = 1 - 5, pmin = 1 . O US@ p = 1.25 E = P Eh = PV = 0.144 W(30-1) FOR SIDEWALL RODS: (STRENGTH DESIGN) 0.354 W(30-2) - -- - ---- - - - - - _ —._ —. O h O BUILDING BRACING REACTIONS WEIGHT (W) OF FEW= 1.4 psf WEIGHT (W) OF REW= 1.4 psf ROOF DEAD LOAD: 4 psf ROOF COLLATERAL LOAD: psf 1 psf TOTAL SEIS ROOF LD: psf BRACE 074813.xis psf @ REW BUILDING BRACING REACTIONS BAYS BRACING BAY SIZE LOCATION 20 H V H V 1 LSW(WIND) 1 RSW(WIND) 4.2 3.4 1 LSW(SEISMIC) 1 RSW(SEISMIC) 2.5 2.0 18 1 1.4 0.5 1/2 6.9 is 16.75 16.75 16.75 2.2 3.2 0.7 1.1 18 1 4.3 1.4 1/2 6.9 /ok Zo 10 ZO 3 BRACE 074813.xis 7 LONGITUDINAL BRACING DESIGN CUSTOMER: Anderson Bros. DATE: 7/11/01 DESCRIPTION: NVBS DESIGNED BY: Tim Johnson BUILDER: ' 74813 BMC ORDER #: 74813 BUTLER ORDER #: WIND LOADING SEISMIC LOADING BAY 20 20 20 ,ST DIST FEW REW BAY BAY BAY BAY ACE NO OF FROM WALL WALL POINT STRUT ROD ROD POINT STRUT ROD4 ROD CNTRL ROD CNTRL ROD )C BAYS LSW STR HT HT HT LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD ROD SIZE ALLOW ROD SIZE ALLOt LSW 1 16.00 16.00 16.00 1.0 1.0 0.4 0.4 RSW 1 36 16.00 16.00 16.00 1.0 4.2 5.4 0.4 1.4 5.6 112 6.9./9.82' 18 1 1.4 0.5 1/2 6.9 is 16.75 16.75 16.75 2.2 3.2 0.7 1.1 18 1 4.3 1.4 1/2 6.9 /ok Zo 10 ZO 3 BRACE 074813.xis 7 Butlerib® II Wall System - Panel PANEL DESIGN DATA Calculated sectional properties for Butlerib®II wall panel materials using 1986 edition of AISI design manual with 1989 Addendum. 36" 12" 12" 12" 41/2' 3" 4 1/2" 4 1/2"' 3" 4 1/2" 4 1/2" i 3" 4 1/2" Outside Face 1 1/2" I �� 1 Section Through Panel Section Properties for One Foot of Width Panel IDesign Fy E Weight Compression -Outside Compression -Inside Material Thick (in) (ksi) (ksi) (#/Ft.) Sx (in3) I (in4) Sx (in3) I (in4) 26 -Ga. -Steel - 0.017 1 50 95001 1.14 - 0.0448 0.0546 0.0382 1 -0:0305 24Ga.Steell 0.0225 1 50 1295001 1.06 1 0.0640 1 0.0776 1 0.0475 1 0.0386 P = Pressure on. Outside face S = Suction on Outside face The above values are computed for the panel only in accordance with 1986 AISI. Pressure and suction values shown have been increased 1.33 as allowed by section A4.4 of the 1986 AISI Specification with 1989 Addendum. Allowable Uniform Load (psf) Panel Material Fy No. of (ksi) Spans Span= 5. 0' P Ts Span = 7.0' P S Span = 7.5' P S 26 Ga. Steel 50 1 48 41 24 21 21 18 50 2 41 48 21 - 24 18 21 50 3 51 60. 26 30 23 26 24 Ga. Steel 50 1 68 50 35 26 30 22 50 2 50 68 26 35 22 30 50 3 63 79 32 40 28 35 Leaend: P = Pressure on. Outside face S = Suction on Outside face The above values are computed for the panel only in accordance with 1986 AISI. Pressure and suction values shown have been increased 1.33 as allowed by section A4.4 of the 1986 AISI Specification with 1989 Addendum. 0 Butlerib© II Roof System - Panels PANEL DESIGN DATA -?qG-C ,' zg Calulated sectional properties for Butlerib®II roof system panel materials using 1986 edition.of AISI design manual with 1989 Addendum and representative center section. 36" i 12" 12" 12" 41/2 3" 1 4 1/2" 4 1/2" 3" 4 1/2" 4 1/2" 3" 4 1/2" Outside Face / Section Through Panel Section ProDeriieS for One Foot of Width Panel Material IDesign Fy IThick (in) (ksi) E (ksi) Weight ompression on Outside I (#/R.) Sx (in3) I (in4) ompression on Inside Sx (in3) I I (in4) 28 Ga. Steell 0.0140 -80 29500 0.86 0:03288 .0.04070 0.02710 0.02270 26 Ga. Steel 0.0170 80 29500 1.14 0.04190 0.05153 0.03501 0.02870 24 Ga. Steel 0.0225 80' 29500 1.45 0.05981 0.07267 0.05135 0.04060 24 Ga. Steel 0:0225 50- 29500 1.45 0.06415 0.07716 0.05686 0.04340 22 Ga. Steell 0.0285 1 50 7905001 1.40 0.09770 0.11370 0.07400 j 0.06170 0.032 Aurn.1 0.0320 121.51100001 87 0.55 1 0.09710 0.11530 0.08740 10.06630 -S = Suction on Outside face; ' ALZN Finish Only The above values are computed for the panel only in accordance with 1986 AISI. Suction values shown have been increased 1.33 as allowed by section A4.4 of the 1986 AISI Specification with 1989 Addendum. All values shown are for continuous conditions of spans greater than 2. Weight of panel has been deducted from "P" values and added to "S" values. Pressure values must be limited to 150 psf as this can exceed normal system capacity. The suction values shown in the above allowable load table do not take into account panel deformation and fastener pullout. 0 Allowable Uniform Load (psf). PanelFy Material (ksi) Span= 2.5' P I S Span = 3.0' P S Span = 4.0' P S Span= 5.0' P S Span= 5.27' P S 28 Ga. Steel 80 104 1161 77 87 67 53 42 36 38 32 26 Ga. Steel 80 185 2851 135 2101 86 140 55 90 49 81 24 Ga. Steel 80' 306 359 j 218 2591 127 200 81 128 72 116 24 Ga. Steel 50" 220 2781 155 1 199 87 134 55 86 50 78 .2-2-G a. Steel 50 1 319 13901.313 1 280 123 1154, 118 1101 1 73 90 0.032 Alum. 1 21.51 148 11791 104 1132 45 1 72 1 32 1 52 1 28 47 Note: Leoend -P = Pressure on Outside face; ' ` Painted Finish Only -S = Suction on Outside face; ' ALZN Finish Only The above values are computed for the panel only in accordance with 1986 AISI. Suction values shown have been increased 1.33 as allowed by section A4.4 of the 1986 AISI Specification with 1989 Addendum. All values shown are for continuous conditions of spans greater than 2. Weight of panel has been deducted from "P" values and added to "S" values. Pressure values must be limited to 150 psf as this can exceed normal system capacity. The suction values shown in the above allowable load table do not take into account panel deformation and fastener pullout. 0 F I NAL FRAME DES I GN - i 'C O N T E N T S DATE: 07/11/01. CADDS . TIME: 10:18 AM ------------------------------- --------------------------------------------------------------------------------------------------- F 1 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ----------------------------------------------------------------------------------------------------------------------------------- ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR.GRP - Visalia i .(TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND)' (CODE/YEAR) (SLOPE) (UNIT) • (FRAMELINES) PAGE NO. DESIGN FRAME # ------ -------------- 1 EWDS 36'-0" 16'-4i". ------ 20 PSF ------ 80 MPH ----------- ----------- UBC 97 ------- .50 ------ TO 12 1 FEW,REW -------- DESIGN FRAME # 2 LRF 36'-0" 16'-4I" i 20 PSF 80 MPH UBC' 97 .50 TO 12. 1 02,03,_0 F-23 i i i i j ' EAVE HEIGHT = FRAME HEIGHT = COL. CLEAR HT. _ SLOPE (P/12.) _ SW R -BEAM OFFSET = DIST. TO RIDGE _ COLUMN OFFSET = GIRT DEPTH = PURLIN DEPTH = LEFT SIDE RIGHT SIDE 16.001 F R A M E! D E S I G N - G E N E R A L I N F O R M A T I O N 15.333 FT. DATE: 07/11/01 FT. 14.402 FT. 0.500 X 0.500 CADDS TIME: 10:18 AM ------------------- ----------------------7---------------------------------------------------------------------------------------- 0.125 IN. 18.600 FT. 18.000 PAGE:F 2 ORDER # 074813 - BUILDER NORTH VALLEY READY BUIL 8.000 BLDR ORDER # 01-42 IN. BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT -ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. . ENGR GRP - Visalia 5 (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) 34.833 DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 1 DESCRIPTION EWDS 36'=0" 16'-4" 20 PSF ' 80 MPH UBC 97 .500'TO 12 ( 0 = EAVE HEIGHT = FRAME HEIGHT = COL. CLEAR HT. _ SLOPE (P/12.) _ SW R -BEAM OFFSET = DIST. TO RIDGE _ COLUMN OFFSET = GIRT DEPTH = PURLIN DEPTH = LEFT SIDE RIGHT SIDE 16.001 FT. 16.001 FT. 15.333 FT. 15.333 FT. 14.402 FT. 14.402 FT. 0.500 X 0.500 Z MX 0.125 IN. 0.125 IN. 18.600 FT. 18.000 FT. 8.000 IN. 8.000 IN. 8.000 IN. 8.000 IN. 8.000 IN. 8.000 IN. (PURLIN UNINSULATED) 1 --------------------- JOINT DATA --------------------- MEMBER DATA ------------------------------ JOINT X-COORD Y-COORD DEGREE -OF -FREEDOM NUMBER FT FT X Y MZ Z MX 1 1.167 0.000 1 1 0 1 0 2 1.167 14.882 0 �0 0 1 0 3 18.000 15.480 0 10 0 1 0 4 18.000 0.000 1 i1 0 1 0 5 34.833 14.882 0 10 0 1 0 6 34.833 0.000 1 il 0 1 0 ( 0 = FREE 1 = FIXED ) SPAN NO. WIDTH 1 TO 2 = 18.000 FT MISCELLANEOUS PROPERTIES MODULUS OF ELASTICITY = 29000 KSI CMX = 0.850 CMX(stepped column/no wind) = 0.950 CMY(pinned in minor axis) = 0.600 CMY(fixed in minor axis) = 0.400 ENDWALL FRAME OFFSET = 6.000 IN. POST OFFSET = 1.000 IN. ------------------------------ MEMBER DATA ------------------------------ MEMBER' MOM. RELEASE K VALUES NUMBER JOINTS START END IN PLANE OUT OF PLANE 1 1- 2 0 0 1.50 1.00- 2 2- 3 0 0 0.75 1.00 3 4- 3 Rotated 0 1 1.100 1.00 4 5- 3 0 0 0.75 1.00 5 6- 5 0 0 1.50 1.00 ( 1 = RELEASE 0 = NO RELEASE ) I F R A M E D E S I G N - S E C O N D A R Y / B R A C E L O C A T I O N S DATE: 07/11/01 CADDS TIME: 10:18 AM PAGE:F 3 ------------------------------------------- ------------------------------------------------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-34-5 72- PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE)' (WIND) (CODE/YEAR) (SLOPE). DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 ------------------------------------------=---------------------------------------------------------------------------------------- DIST - Distance to secondary from the end'•of,the member in FEET. BRACE - Minor axis secondary bracing code as follows: ACCUM - Distance to purlin from the low sidewall in FEET. No support ID - B Base, G Girt, P Purlin, E Eave strut, O Other, O FL Outside flange only braced L Landmark 2000 truss purlin. ; O -IF Outside and Inside flange braced MAJOR - Major axis brace point indicator. ;( YES or NO ) O -SF, O}itside braced and inside Single flange brace NOTE: BRACE FORCE is.the required support; force (in kips) perpendicular to the flange COLUMN 1- 2 BRACE COLUMN 4- 3 BRACE COLUMN 6- 5 BRACE ROOFBEAM 27 3 BRACE DIST ID BRACE MAJOR FORCE DIST 'ID BRACE MAJOR FORCE DIST ID BRACE MAJOR FORCE DIST ACCUM ID BRACE FORCE 0.00 B O -IF YES 0.00 B O -IF YES 0.00 B O -IF YES 0.00 0.00 E O FL 7.50 G O -SF YES 7.50 G O=IF NO. 7.50 G O -SF YES 3.92 3.92 P O -SF. 11.33 G O FL NO 11.50 G O -IF NO 11.33 G O FL NO 8.92 8.92 P O FL 11.50 G YES 14.88 O' O -IF YES i. 11.50 G YES 13.92 13.92 P O -SF 14.40 0 O --IF YES 16.75 E NO 14.40 0 O -IF YES 16:92 16.92 P O -SF 16.00 E 0 FL NO f• 16.00 E O FL NO _ I ROOFBEAM 5- 3 BRACE DIST ACCUM ID BRACE FORCE 0.00 0.00 E 0 FL 3.92 3.92 P O -SF 8.92 8.92 P 0 FL 13.92 13.92 P O -SF 16.92 16.92 P O -SF a i F R A M E D E S I G 14 - C O N V E N T I O N S DATE: 07/11/01 CADDS TIME: 10:18 AM PAGE•F ----------------=-------------------------------- -------- ---------- ----------- ----------------- - ORDER # 074813 BUILDER NORTH VALLEY READY BUIL - BLDR ORDER ------ # 01-42 ---------------------------- BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS ----------------------------------- ------------------------------------------------------------------------------------------------ 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 CH3ZU311:"t In general, forces and coordinates follow the ZCONC - Out -of -plane concentrated load. This load can be a right hand rule. The X axis is horizontaliand posi- V moment about the global X or Y axis, or a force in the Z axis tive to the right. The Y axis is verticalfand posi-I direction. tive upward. The Z axis is normal to the X and Y axis, and is positive out of this plane. Positive +---H SCRAN - Special load for crane loads.. This is similiar to moments about the X, Y, and Z axis ares counter- / the MCONC load except that the moment is in the minor axis clockwise as viewed looking toward the origin of the Z _ direction of the member and is supported by only one flange. axis. i DISTANCE TO SECONDARY MEMBERS AND ANALYSIS POINTS APPLIED LOADS For load application, vertical and horizontal distances are measured from an origin point at the left structure line and the base of the left exterior column. UNIF - Uniformly distributed loads. These loads can be in X ( horizontal ), Y ( vertical ), or Z ( normal, out -of -plane ) direction. The magnitude of the load is kips/foot. The distances are the location of the start and the end of the load, along the axis of the member. TAPR - Tapered distributed loads. The magnitude in kips/foot of each end of the load is given. Loads can be in the X, Y, or Z direction. Distances are measured ;`•along the axis of the member. CONC - Concentrated load. This load can be a force in the X or Y direction or a moment about the Z axis. The location of the load is measured along the member. The load exists at the neutral axis of the member, or at the outer or inner flange of the member. MCONC - Moment producing concentrated -load. This load type is similiar to a concentrated load except the location of the load is given in global coordinates, and can exist off the member. Columns use the vertical distance measured from the base plate of,the column. Roofbeams use the horizontal distance measured from the start of the member. In the case of exterior roofbeams, the start of the member is at the exterior structure line. MEMBER FORCES .Positive axial force, the member is in compression. Positive shear force, outward force on the end of the member. Positive moment, compression on the outer flange. FRAME REACTIONS Reactions use the global coordinate system. A positive horizontal (H) force is to the right. A positive vertical (V) force is upwards. A positive in -plane moment (M) is counter- clockwise in the X -Y plane. A positive out -of -plane force (Z) is out of the X -Y plane. A positive out -of -plane moment (MX) is counter clockwise about the X axis ( near side rotating down ). GENERAL BUILDING INFORMATION DESIGN BAY = TOTAL BUILDING LENGTH = PANELS LEFT SIDEWALL ROOF RIGHT SIDEWALL ENDWALL 10.250 FT. 80.000 FT. TYPE DESCRIPTION BRII 26STL BRII 28STL BRII 26STL BRII 26STL BUILDING USE AND LOCATION STATE = CALIFORNIA COUNTY = BUTTE USE CATEGORY = 4 (GENERAL USE) TERRAIN CAT/WIND EXP = B WEIGHT 0.87 PSF 2.22 PSF (INCLUDING ALLOWANCE FOR SECONDARIES) 0.87 PSF 0.87 PSF' (INLAND) APPLIED LOADINGS FRiAME DE S I G N - LOAD SUMMARY BUILDING CODE = UBC - 1997 DATE: 07/11/01 DEAD LOAD (DL ) = 2.220 PSF + FRAME DL COLLATERAL LOAD (CLL) CADDS TIME: 10:18 AM ------------------------------ ROOF LIVE LOAD (LL ) = 20.000 PSF MIN COUNTY GROUND SNOW LOAD PAGE:F 5 ORDER # 074813 ------------ -------------------=-------------------------------------------------------------------- BUILDER NORTH VALLEY READY BUIL Roof Exposure BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) (PSF) DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 1 DESCRIPTION EWDS, 36'-0" 16'-4" .20 PSF 80 MPH UBC 97 .500 TO 12 1.00 GENERAL BUILDING INFORMATION DESIGN BAY = TOTAL BUILDING LENGTH = PANELS LEFT SIDEWALL ROOF RIGHT SIDEWALL ENDWALL 10.250 FT. 80.000 FT. TYPE DESCRIPTION BRII 26STL BRII 28STL BRII 26STL BRII 26STL BUILDING USE AND LOCATION STATE = CALIFORNIA COUNTY = BUTTE USE CATEGORY = 4 (GENERAL USE) TERRAIN CAT/WIND EXP = B WEIGHT 0.87 PSF 2.22 PSF (INCLUDING ALLOWANCE FOR SECONDARIES) 0.87 PSF 0.87 PSF' (INLAND) APPLIED LOADINGS BUILDING CODE = UBC - 1997 DEAD LOAD (DL ) = 2.220 PSF + FRAME DL COLLATERAL LOAD (CLL) = 0.000 PSF ROOF LIVE LOAD (LL ) = 20.000 PSF MIN COUNTY GROUND SNOW LOAD MIN County Rain on Snow Roof Exposure = Partially Exposed Roof Thermal Condition = Normal COEFFICIENTS TRIBUTARY LOAD LOAD NET ROOF LOAD :FACTOR COEFF (PSF) LEFT ROOF 1 80.00% 1.00. :16.00 RIGHT ROOF 80.00% 1 1.00 16.00 n = 0 PSF INCLUDES 1.00 IMPORTANCE FACTOR 0.0 PSF F RiA M E D E S I G N - L 0 A D S U M M A R Y DATE: 07/11/01 i CARDS TIME: 10:18 AM PAGE:F 6 -------- -------------------------------------- ------------------------------------------------------------------------------------- ORDER # 074813 BUILDER NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROD NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION ------------------------------------------ EWDS 36'-0". L -------------------- 16'-4" 20 PSF 80 MPH UBC 97 -------------- ------------------------------------------------------ .500 TO 12 UNBALANCED SNOW LOADS (SLL), (SLR) i ROOF LIVE LOAD (LL ) = 20.000 PSF COEFFICIENTS TRIBUTARY LOAD LOAD NETiROOF LOAD -FACTOR '80. COEFF (PSF) LEFT ROOF ! 00% 1..00 16.00 RIGHT ROOF 80.00% 1..00 .16.00 WIND LOADS i i. WIND LOAD LEFT = 80.000 MPH ( 10.227 PSF) MIN COUNTY WIND SPEED = 76 MPH WIND LOAD RIGHT = 80.000 MPH ( 10.227 PSF) INCLUDES 1.00 IMPORTANCE FACTOR WIND UPLIFT = 80.000 MPH ( 10.227 PSF), WIND LOAD CASE = 1 WIND ENCLOSURE = ENCLOSED! COEFFICIENTS WIND FROM LEFT WIND FROM RIGHT INTERNAL PRESSURN INTERNAL SUCTION (WLL) (WLR) (IP ) (IS ) LEFT SIDEWALL- 0.800(PRESSURE) -0.500(SUCTION ) 0.000 0.000 LEFT ROOF •-0.700(SUCTION ). -0.700(SUCTION ) 0.000 0.000 RIGHT ROOF -0.700(SUCTION ) -0.700(SUCTION ) 0.000 0.000 RIGHT SIDEWALL -0.500(SUCTION ) 0.800(PRESSURE) 0.000 0.000 ENDWALL WIND PRESURE BNDWALL WIND SUCTION (EWP) (EWS) SIDEWALLS -0.700(SUCTION ) -0.700(SUCTION ) ROOF -0.700(SUCTION ) -0.700(SUCTION ') ENDWALL 0.800(PRESSURE) -0.700(SUCTION SIDEWALL CANOPY/OVERHANG -1.200(SUCTION ) -1.200(SUCTION ) ENDWALL CANOPY/OVERHANG -1.200(SUCTION ) i -0.700(SUCTION ) i - F R AM E D E S I G - L O A D SUM -MARY DATE: 07/11/01 _N CADDS TIME: 10:18 AM PAGE:F 7 ---------------------------------------------------------------•-------------'---------------------------------------=-------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42' BLDR ACCOUNT # 20704-007-90: BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) - (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" ----------------------------------------------------------------------------------------------------------------------------------- 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SEISMIC LOADS (EQ ) PERCENT SNOW LOAD = 0.000% Seismic W - LEFT ROOF = 4.220 PSF Seismic W - MIGHT ROOF = 4.220 PSF SEISMIC ZONE = 3 RIFACTOR = 4.500 MIN CTY SEISMIC ZONE = 3 I FACTOR = 1.000 `Na LATERAL FACTOR = -1.000 STORY DRIFT LIMIT = 0.025 ' SOIL PROFILE = D OMEGAO DEFLECT AMPLIF FACTOR = 2.800 Nv FACTOR = 1.000 Ct FACTOR = 0.035 T FACTOR = 0.284 Ca FACTOR = 0.360 ;• Cv FACTOR = 0.540 �. p,FACTOR = 1.000 NET SEISMIC FACTOR = 0.200 .I u F R A M E D E•S I G N - L O A D C O M B I N A T I O N S DATE: 07/11/01 j CADDS TIME: ------------------------------------------=-------------.------=-------------------------------------------------------------------- 10:18 AM PAGE:F 8 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 ------------------------------------------=--------------------------------------------------------------------------- DESCRIPTION EWDS 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 ------------- LCN LOAD DESCRIPTION STRESS MEMB P DELTA DESIGN LOADING GRP LOADING GRP LOADING GRP LOADING GRP LOADING GRP INCREASE STR LAT LONG CATEGORY PERCENT PERCENT PERCENT PERCENT PERCENT 1 DL + LL 1.000 N N N Std Des 100.00 DL 100.00 LL 2 DL + WLL 1.333 N N N Std Des 100.00 DL 100.00 WLL 3 DL + WLR 1.333 N N N Std Des 100.00• DL '100.00 WLR 4 DL + EQL/1.4 1.333 N N N Std Des 100.00 DL 72.00 EQ 5 DL + EQR/1.4 1.333 N N N Std Des 100.00 DL -72.00 EQ 6 PDL+0.70PL+2.80EQL 1.700 Y N N Axial C 100.00 DL ; 70.00 LL 280.00 EQ 7 PDL+0.70PL+2.80EQR 1.700 Y N N Axial C 100.00' DL 70.00 LL -28.0.00 EQ 8 0.85PDL + 2.80EQL 1.700 Y N. N Axial T 85.00 DL 280.00 EQ 9 0.85PDL + 2.80EQR 1.700 Y N N Axial T 85.00 DL -280.00 EQ 10 DL +2.80EQL 1.700 Y N N Conns 100.00 DL 280.00 EQ 11 DL +2.80EQR 1.700 Y N N Conns 100.00 DL -280.00 EQ 12 DL + EWP 1.333 N N N Std Des 100.00 DL 100.00 EWP 13 DL + EWS 1.333 N N N Std Des 100.00 DL 100.00 EWS u LOAD CASE (DL ) DEAD LOAD LOAD F R A M E D E S I G N. - A P P L I E D L O A D S DATE: 07/11/01 DIRECTION/ LABEL CADDS TIME: 10:18 AM ------------------------------------------ TYPE FT w FT X PAGE:F 9 ORDER # 074813 ---------------------------------------------------------------------------------------- BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 DL BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia 0.000 (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIF DESIGN SYSTEM FRAME -------------------------------------------------------------- # 1 DESCRIPTION EWDS 36'-0" 16'-4" -------------------------------------------------------------------- 20 PSF 80 MPH UBC 97 .500 TO 12 0.000 LOAD CASE (DL ) DEAD LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT w FT X Y Z LOCATION DL 2 2 - 3 UNIF 0.00 18.00 0.000,K/FT -0.023 K/FT 0.000 K/FT DL 4 5 - 3 UNIF 18.00 36.00 0.000 K/FT -0.023 K/FT 0.000 K/FT LOAD CASE (LL ) LIVE LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION LL 2 2 - 3 UNIF 0.00 ' 18.00 0.000 K/FT -0.164 K/FT 0.000 K/FT LL 4 5 - 3 UNIF 18.00.1 36.00 0.000 K/FT -0.164 K/FT 0.000 K/FT LOAD CASE (WLL) WIND LOAD LEFT i LOAD MEMBER JOINTS LOAD DISTANCES LOADS - DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION WLL 1 1 - 2 UNIF 0.00 16.00 0:0`84 K/FT 0.000 K/FT 0..000 K/FT WLL 2 2 - 3 UNIF 0.00 18.00 -0.073 K/FT 0.073 K/FT 0.000 K/FT WLL 4 5 - 3 UNIF 18.00, 36.00 0.073 K/FT 0.073 K/FT 0.000 K/FT WLL 5 6 - 5 UNIF 0.00: 16.00 0.052'K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (WLR) WIND LOAD RIGHT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION WLR 1 1 - 2 UNIF .0.00 16.00 -0.052:K/FT 0.000 K/FT 0.000 K/FT WLR 2 2 - 3 UNIF 0.00 18.00 -0.073 K/FT 0.073 K/FT 0.000 K/FT WLR 4 5 - 3 UNIF 18.00, 36.00 0.073.K/FT 0.073 K/FT 0.000 K/FT WLR 5 6 - 5 UNIF 0.00 16.00 -0.084'K/FT 0.000 K/FT 0.000 K/FT. LOAD CASE (EQ ) SEISMIC LOAD ! LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION EQ 1 1 - 2 UNIF 0.00 16.00 0.002.K/FT 0.000 K/FT 0.000 K/FT EQ 2 2 - 3 CONC 0.00 0.156 KIP 0.000 KIP 0.000 IN -K Outside flange EQ 4 5 - 3 CONC 36.00 0.156,KIP 0.000 KIP 0.000 IN -K Outside flange EQ 5 6 - 5 UNIF 0.00 16.00 0.002 K/FT 0.000 K/FT 0.000 K/FT F R A M E D E S I G N - A P P L I E D L O A D S DATE-: 07/11/01 CADDS TIME: 10:18 AM PAGE:F 10. ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND)- (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ------------------------------------------------ # 1 DESCRIPTION EWDS 36'-0" ------------------------------------------------------------------------------------ 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 LOAD CASE (SLL) MIN SNOW LOAD LEFT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION SLL 2 2 - 3 UNIF 0.00 18.00 0.000 K/FT -0.164 K/FT 0.000 K/FT LOAD CASE (SLR) MIN SNOW LOAD RIGHT. LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X ;Y Z LOCATION SLR 4 5'- 3 UNIF. 18_00 36.00 0.000 K/FT -0.164 K/FT 0.000 K/FT LOAD CASE (EWP) EW WIND•PRESSURE LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION _ EWP 1 1 - 2 UNIF 0.00 I 16.00 -0.073'K/FT 0.000 K/FT 0.000 K/FT EWP 2 2 - 3 UNIF 0.00; 18.00 -0.073'K/FT 0.073 K/FT 0.000 K/FT EWP 3 4 - 3 UNIF 0.00' 16.75 0.000'K/FT 0.000 K/FT -0.147 K/FT EWP. 4 5 - 3 UNIF 18.001 36.00 0.073•K/FT 0.073 K/FT 0.000 K/FT EWP 5 6 - 5 UNIF 0.00 16.00 0.073 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (EWS) EW WIND SUCTION LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT i FT X Y Z LOCATION EWS 1 1 - 2 UNIF 0.00; 16.00 -0.073 K/FT 0.000 K/FT 0.000 K/FT EWS 2 2 - 3 UNIF 0.00} 18.00 -0.073 K/FT 0..73 K/FT 0.000 K/FT EWS 3 4 - 3 UNIF 0.00; 16.75 0.000 K/FT 0.000 K/FT 0.129 K/FT EWS 4 5 - 3 UNIF 18.00; 36.00 0.073',.K/FT 0.073 K/FT 0.000 K/FT EWS 5 6 - 5 UNIF 0.00 16.00 0.073'K/FT 0.000 K/FT 0.000 K/FT i i' F R A M E; D E S I G N - S E C T I O N P R O P E R T I E S DATE: 07/11/01 CADDS TIME: 10:18 AM ' PAGE:F 11 ------------------------------------------=--------------------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 ------------------------- BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5'72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM ------------------------------------------ FRAME # 1 DESCRIPTION EWDS ---------------------------------------------------------------------------------------- 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 MEMBER NO. 1 JOINTS 1 - 2 SECTION NO. 1 OUTER FLANGE = 5.000 X 0.250 WEB; = 0.120 INNER FLANGE = 5.000 X 0.250 ANAL SEC DIST DEPTH AREA IX , IY RTO RTI WRX WRY WRTO WRTI 'WDAFO WDAFI H/T LUBO LUBI PTS. NO. (FTY (IN) (IN2) (IN4). (IN4) (IN) (IN) (IN) IIN) (IN) (IN) (IN) (IN) 'RATIO (FT) (FT) 1 1 0.00 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 7.50 7.50 2 3.75 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 7.50 7.50 3 7.50 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 7.50 7.50 4 11.33 12.00 ".3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 3.83 6.90 5 11.50 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 3.07 6.90 6 14.40 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 3.07. 6.90 MEMBER NO. 2 JOINTS 2 - 3 SECTION NO. 1 OUTER FLANGE = 5.000 X 0.250 WEB,: = 0.120 INNER FLANGE = 5.000 X 0.250 SECTION NO. 2 OUTER FLANGE = 5.000 X 0.250 WEB.; = 0.120 INNER FLANGE = 5.000 X 0.250 ANAL SEC DIST DEPTH AREA IX IY RTO RTI WRX. WRY WRTO WRTI WDAFO WDAFI H/T LUBO LUBI PTS. NO. (FT) (IN) (IN2) (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO .(FT) (FT) 1 1 1.63 12.00 3.88 101.51 5.21 1.33 1.33 5.26 1.16 1.33 1.33 9.60 9.60 95.83 3.92 2.29 2 3.92 12.00 3.88 101.51 5.21 1.33 1.33 5.26 1.16 1.33 1.33 9.60 X9.62 95.83 5.00 10.01 3 8.92 12.00 3.88 101.51 5.21 1.33 1.33 5.26 1.16 1.33 1.33 9.60 9.'62 95.83 5.00 10.01 4 12.99 12.00 3.88 101.51 5.21 1.33 1.33 5.26 1.16 1.33 1.33 9.63 9.62 95.83 5.00 10.01 5 2 13.01 12.00 3.88 101.56 5.21 1.33 1.33 5.26 1.16 1.33 1.33 9.63 9.62 95.85 5.00 10.01 6 13.92 12.46 3.93 110.23 5.21 1.32 1.32 5.26 1.16 1.33 1.33 9.63 9.62 99.64 5.00 10.01 7 16.92 13:95 4.11 141.65 5.21 1.31 1.31 5.26 1.14 1.32 1.32 10.56 10.56 112.08 3.00 3.00 8 17.97 14.48 4.18 153.82 5.21 1.30 1.30 5.26 1.12 1.31 1.31 11.37 11.37 116.48 2.12 2.12 MEMBER NO. 3 JOINTS 4 - 3 SECTION NO. 1 OUTER FLANGE = 5.000 X 0.250 WEB = 0.120 INNER FLANGE = 5.000 X 0.250 ANAL SEC DIST DEPTH AREA' IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO LOBI PTS. NO. (FT) (IN) (IN2) (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) (FT) 1 1 0.00 8.00 3.40 41.77 5.21 1.36 1.36 3.51 1.24 1.36 1.36. 6.40 6.40 62.50 7.50 7.50 2 3.75 8.00 3:40 41.7,7 5.21 1.36 1.36 3.51 1.24 1.36 1.36 6.40 6.40 62.50 7.50 7.50 3 7.50 8.00 3.40 41.77 5.21 1.36 1.36 3.51 1.24 1.36 1.36. 6.40 6.40 62.50 7.50 7.50 4 11.50 8.00 3.40 41.77 5.21 1.36 1.36 3.51 1.24 1.36 1.36 6.40 6.40 62.50 4.00 4.00 5 14.87 8.00 3.40 41.77 5.21 1.36 1.36 3.51 1.24 1.36 1.36 6.40 6.40 62.50 3.38 3.38 F R A M E D E S I G N - :IS E C T I O N P R O P E R T I E S DATE: 07/11/01 CADDS TIME: 10:18 AM PAGE:F ----------- 12 ----------------------- ORDER # 074813 ----=-------------------------------------------------------------------------------------------- BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ------------------------------------------;----------------------------------------------------------------------------------------- # 1 DESCRIPTION EWDS 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 MEMBER NO. 4 JOINTS 5 - -3 i I SECTION NO. 1 OUTER FLANGE = 5.!000 X 0.250 WEB = 0.120 INNER FLANGE = 5.000 X 0.250 SECTION NO. 2 OUTER FLANGE = 5.;000 X 0.250 WEB' = 0.120 INNER FLANGE = 5.000 X 0.250 ANAL SEC DIST DEPTH AREA IX'; IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO LUBI PTS. NO. (FT) (IN) (IN2) (IN4): (I144) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) (FT) 1 1 1.63 12.00 3.88 101.51 5.21 1.33 1.33 5.26 1.16 1.33 1.33 9.60 9.60 95.83 3.92 2.29 2 3.92 12.00 3.88 101.5,1 5.21 1.33 1.33 5.26 1.16 1.33 1.33 9.60 9.62 95.83 5.00 10.01 3 8.92 12.00 3.88 101.51 5.21 1.33 1.33 5.26 1.16 1.33 1.33 9.60 9.62 95.83 5.00 10.01 4 12.99 12.00 3.88 101.51 5.21 1.33 1.33 5.26 1.16 1.33 1.33 9.63 9.62 95.83 5.00 10.01 5 2 13.01 12.00 3.88 101.56 5.21 1.33 1.33 5.26 1.16 1.33 1.33 9.63 9.62 95.85 5.00 10.01 6 13.92 12.46 3.93 110.23 5.21 1.32 1.32 5.26 1.16" 1.33 1.33 9.63 9.62 99.64 5.00 10.01 7 16.92 13.95 4.11 141.65 5.21 1.31 1.31 5.26 1.14 1.32 1.32 10.56 10.56 112.08 3.00 3.00 8 17.97 14.48 4.18 153.8'2 s 5.21 1.30 1.30 5.26 1.12 1.31 1.31 11.37 11.37 116.48 2.12 2.12 MEMBER NO. 5 JOINTS 6 - 5 SECTION NO. 1 OUTER FLANGE = 5.1000 X 0.250 WEB; = 0.120 INNER FLANGE = 5.000 X 0.250 ANAL SEC DIST DEPTH AREA i IX; IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO LUBI PTS. NO. (FT) (IN) (IN2) (IN4); (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) `(IN) RATIO (FT). (FT) 1 1 0.00 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 7.50 7.50 2- 3.75 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 7.50 7.50 3 7.50 12.00 3.88 '101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 7.50 7.50 4 11:33 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 .3.83 '6.90 5 11.50 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 3.07 6.90 6' 14.40 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 3.07 6.90 T T TT'0 TT'O TT'0 00'0 8T'T 00'T S6'0 S9.OT f S6'T- W TE WEE WEE 6S'4L- { 180'0 SZ'TZ SZ'TZ ST'4 84'4T r8 T T 80'0 80'0 80'0 00'0 8L'T 00'T 96'0 80'TT 46'T- 4S'TE WEE WEE S6'64- ;60'0 66'6T 66'6T TT'4 S6.* ET L T E 40'0. 40'0 40'0 00'0 6V T 00'T 96'0 ZS'ZT T4'T- 4£'4E 66'£4 66'E4 4T'SZ- TT -0 E4'LT Et, 'LT £6'E 9t, ZT 9 T E 90'0 SO'0 40'0 000 64'T 00'T L6'0 EO'ET S9'0- 4£'4E 66'E4 66'£4 4L'TE- TT'0 Z6'9T Z6'9T 88'E 00'ZT +S T E 90'0 S0'0 40'0 00'0 64'T 00'1 L6'0 WET 99'0- 4E'4E 66'E4 66'E4 T8•TE- i ZT'0 Z6'9T Z6'9T 88'E 00'ZT *4 T E TT'0 TT'0 60'0 00'0 64'T 00•T L6'0 WET 09'0- 4E'4E 66'E4 66'E4 46'E9- i ET'0 L9'9T Z6'9T 88'E 00'ZT E T E 9T'O 9T'O 4T'O 00'0 64'T OUT L6'0 WET 9Z'T 4E'4E 66'E4 66'£4 ZZ'Z6- £T'0 L9.9T L9'9T 88•E 00'ZT Z T- Z 4T'0 4T'0 41'0 00'0 OT'T•00'T L6'0 WET LZ'T 66'£4 LS'Z4 66'E4 60'EOT 60'0 Z6"9T Z6'9T 881£ 00'ZT •T A W OI.LVH DaNHS JQNHS 'ivix i (SdIx) (SdIx) (ISx) (ISx) (ISx) (dIX-NI) (SdIx) (ENI) (ENI) (ZNI) (NI) 'ON SWOO SSHHLS 'T3'I lid'0 SO VO SO UVHHS HOHOd IS3 OEM va .LNHWOW HOH03 XIS XOS VaHK HZdaa .Ld ZNOO SWOO--SOI.LVH SSHHILS--- MO'I'TK HVZHS -SHSSHH.LS MO'I'Iv- rlvixv E - Z WKHS 30OH ZT E ST'0 ST'0 ET'0 00'0 LT'T 00'T L6'0 8E'LT SS'0 80'04 66'E4 66'E4 48'66- 4Z'0 Z6'9T Z6'9T 88'E 00'ZT •9 ZT Z 4T'O 4T'0 4T'O 00'0 TO'T 00'T L6'0 8E•LT SS'0 66'E4 LS -Z4 66'£4 LO -TOT 08'0- Z6'9T Z6'9T WE 00'ZT S E Z 4T'0 4T'0 4T'0 00'0 OT'T 00'T L6'0 8£'LT L4'0- 66'£4 LS'Z4 66'E4 9S'OOT 08'0- L9'9T Z6.9T 88•E 00'ZT 4 Z Z ZT'0 ZT•O ZT'0 00'0 SL'T 00'T L6'0 8£'LT, 06'0 66'-E4 46'T4 66'E4 40'T8 4L'0- L9'9T L9'9T 88'E 00'ZT E Z Z 90'0 SO'O 90'0 00'0 SL'T 00'T L6'0 8£'LT 06'0 66'£4 46'T4 66'E4 ZS'04 0L'0- Z6'9T Z6'9T WE 00'ZT Z Z T TO'O 00'0 00'0 TO'0 SCT 00'T L6'0 8£'LT ZZ'T 00'EE L4'TE WEE 00'0 48'T Z6'9T Z6'9T 88•£ 00'ZT +T A W OIIVH JaNHS JaNHS 'IKIXV (SdIx) (SdIx) (ISx) (ISx) (ISx) (dIx-NI) (SdIx) (ENI)' (ENI) (ZNI) (NI) 'ON SWOO SSHHIS 'I3'I 'I3'O SO VO SO HVSHS H02I03 IS3 OS3 va .LNHWOW HOHOA XIS XOS vsdv H.Ldaa 'Id .LNOO SWOO--SOILVE SSHH.LS--- MO'T'IK HVHHS -SHSSHH.LS MO'I'TK- 'IvIXv Z - T NWP'I00 ------------------------------------------------------------- ZT 01 OOS' L6 OSP HdW 08 3Sd OZ ---------------------------------------------------------------------- uV-,9T il0-19£ SQMH NOI.LdIHOSHa T # HWVda WH.LSAS N`JISHa (Hd0'TS) (-6VHA/HQOO) (aNIM) (HAI'I) (.LH`JI-SH) SH) (HIaIM) (HdAIL) V?TESTA - dHJ HJNH 'dH00 'SOHS NOSHHQNK - HWVN rOHd ZL -OES # HNOHd EMU a00M AQNV - dDVIN00 Ha'IS 06 -- -LOO -40 -OZ ---------- # .LNnOJJK ----- ------- Ha'TS ----- ----- ------ Z4 ---- -TO # ------ HHaHO 2ia'IS --------------- --- 'TIPS AaVaH AHgrlVA H.LHON - HHUgInS ET84LO # HHQHO £T a:afmd --- -------- --------- -------- --------- ------- -------- WV ------- 8T:0T :HWI.L ---- SGCMD TO/TT/LO :ZJVU S S 8 H Z S J N I Z Z.0 H Z N 0 0° - N J I S H' a :H W V H A F R A M Ei D E S I G N - C O N T R O L L I N G S T R E S S DATE: 07/11/01 CADDS TIME: ------------------------------------------=--------------------•-------------------------------------------------------------------- 10:18 AM i PAGE:F 14 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) .(LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------------------- # 1 DESCRIPTION EWDS 36'-0" ---------------------- 16'-4" -------------------------------------------------------------------- 20 PSF 80 MPH UBC 97 .500 TO 12 COLUMN 4 - 3 Rotated 90 degrees; AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS--COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN-KIP) (KSI) (KS.I) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 8.00 3.40 10.44 10.44 4.08 0.00 33.00 33.00 33.00 0.58 23.07 1.00 1.00 1.75 0.04 0.00 0.00 0.04 1 12 2 8.00 3.40 10.44 10.44 -0.30 26.05 43.99 43.99 43.99 0:58 23.07 1.00 1.00 1.75 0.00 0.06 0.06 0.06 12 12 3 8.00 3.40 10.44 10.44 -0.34 52.10 43.99 43.99 43.99 =0.27 23.07 1.00 1.00 1.75 0.00 0.11 0.11 0.12 12 12 4 8.00 3.40 10.44 10.44 -0.39 i 39.31 43.99 47.04 47.04 -0.95 23.07 1.00 1.00 2.12 0.00 0.08 0.08 0.08 12 12 5* 8.00 3.40 10.44 10.44 3.95 0.00 26.19 35.29 35.29 -0.95 23.07 1.00 1.00 2.12 0.04 0.00 0.00 0.04 1 12 ROOF BEAM 5 - 3 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS--COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA -FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN-KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 12.00 3.88 16.92 16.92 0.09 103.09 43.99 42.57 43.99 1,26 13.04 0.97 1.00 1.10 0.00 0.14 0.14 0.14 3 1 2 12.00 3.88 16.67 16.67 0.13 -92.22 43.99 43.99 34.34 1.26 13.04 0.97 1.00 1.49 0.00 0.14 0.16 0.16 2 1 3 12.00 3.88 16.92 16.67 0.13 -63.94 43.99 43.99 34.34 -0.60 13.04 0:97 1.00 1.49 0.00 0.09 0.11 0.11 2 1 4* 12.00 3.88 16.92 16.92 0.12 -31.81 43.99 43.99 34.34 -0.66 13.04 0.97 1.00 1.49 0.00 0.04 0.05 0.06 2 1 5* 12.00 3.88 16.92 16.92 0.11 -31.74 43.99 43.99 34.34 -0.65 13.03 0.97 1.00 1.49 0.00 0.04 0.05 0.06 2 1 6 12.46 3.93 17.43 17.43 0.11 -25.14 43.99 43.99 34.34 -1.41 12.520.96 1.00 1.49 0.'00 0.04 0.04 0.04 2 1 7 13.95 4.11 19.99 19.99 0.09 -49.95 33.00 33400 31.54 -1.94 11.08 0.96 1.00 1.78 0.00 0.08 0.08 0.08 .1 1 8* 14.48 4.18 211.25 21.25 0.08 -74.59 33.00 33:00 31.44 -1.95 10.65 0.95.1.00 1.18 0.00 0.11 0.11 0.11 1 1 F R A M E D E S I G N - C 0 N T R i 0 L?L I N G S T R E SS DATE: 07/11/01 CADDS TIME: 10:18 AM PAGE:F 15 ORDER # 074813. BUILDER - NORTH VALLEY - ----------------------------------------------------------------------------- READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT•# 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ------------------------------------=---------------------------------------------------------------------------------------------- # 1 DESCRIPTION EWDS 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 COLUMN 6. - 5 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE �_ MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 12.00 3.'88 16.92 16.92 r 1.84 j 0.00 33.00 31:47 33.00 1.22 17.38 0.97 1.00 1.75 0.01 0.00 0.00 0.01 1 3 2 12.00 3.68 16.92 16.92 -0.70 ' 40.52 43.99 4194 43.99 0.90 17.38 0.97.1.00 1.75 0.00. 0.06 6.05 0.06 3 3, 3. 12.00 3.88 16.67 1,6.67 -0.74 i _ 81.04 43.99 41F94 43.99 0.90 17.38 0.97 1.00 1.75 0.00 0.12 0.12 0.12 3 3 4 12.00 3•.88 16.92 16.67 -0.80 i 100.56 43.99 42[57 43.99 -0:47 17.38 0.97 1.00 1.10 0.00 0.14 0.14 0.14 3 2 5 12.00 3.88 16.92 16.92 -0.80° 101.07 43.99 42:57 43.99 0•:55 17.38 0.97 1.00 1.01.0.00 0.14 0.14 0.14 3 12 6* 12.00 3.88 16.92 16.92 .0.24 j 1 -99.84 43.99 43!99 40.08 0.55 17.38 0.97 1.00 1.11 0.00 0.13 0.15 0.15 2 12 • I i F RIA M E D E S I G N - W E L D S U M M A R Y DATE: 07/11/01 CADDS TIME: 10:18 AM --------------------------------------------------------------------------------------------------------------------=-------------- PAGE:F 16 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42• BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 1 DESCRIPTION EWDS 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 PART I WEB WEB FLG-TO-WEB FILLET ALLOW CONTROLLING NO. SECT THK STRESS SIZE SHEAR MEMB ANAL LOAD (IN) (KIPS/IN) (KIPS/IN) NO. PT COND OV97270 1 0.120 0.066 1/8 '2.620 1 1 2 OV97272 1 0.120 0.092 1/8 2.620 2 1 1 OV97274 1 0.120 0.117 1/8 2.620 2 7 1 OV97276 1 0.120 0.082 .1/8 2;.620 3 4 12 THE FLANGE -TO -WEB SHEAR VALUES SHOWN HAVE BEEN ADJUSTED FOR WIND LOAD TO SHOW THE EQUIVALENT LIVE LOAD • I i F.I N A L i F R A M E D E S I G N - S P L I C E S U M M A R Y DATE: 07/11/01 - CADDS , TIME: 10:18 AM PAGE:F 1,7 ------------------------------------------=---------------------------------------------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL jBLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - 13NDY'WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON-BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION ------------------------------------------ EWDS 36'-0" '-------------------- 16'-4" --------------------------------------------------------------------- 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE LOCATION. MEMBER ANALYSIS CONTROLLING AXIAL SHEAR MOMENT NO TYPE MOD SEQ NO.i PT. LOAD COMBINATIbN KIPS KIPS IN -KIPS 01 COLUMN 00 1 1 i 1 DL + WLL -0.65 1.22 0.00 DL + WLL -0.65 1.22 0.00 02 2 6 DL + WLL -0.84 0.06 103.17 DL + WLR 0.24 -0.25 `-99.84 03 COLUMN 01' 1 3 1 DL + WLR -0.52 0.00 0.00 DL + WLR -0.52 0.00 0.00 04 2 5 DL + WLR -0.70 0.00 0.00 - DL + WLR -0.70 0.00 0.00 05 'COLUMN 02 1. 5 1. DL + WLR =0.65 1.22 0.00 DL + WLR -0.65 1.22 0.00 06 2 6 DL + WLR -0.84 0.06 103.17 DL + WLL 0.24 -0.25 -99.84 07 BEAM 01 1. 2 4 DL + WLL 0.08 -0.43 30.06 DL + WLR 0.12 0.66 -31.81 08 BEAM 01 1, 4 4 DL '+ WLR. 0.08- -0.43 30.04. DL + WLL 0.12 0.60 -31.81 THE CONTROLLING COMBINATIONS SHOWN ABOVE ARE BASED ON THE MAXIMUM TENSION IN THE FLANGES FOR AXIAL PLUS BENDING THE FORCES GIVEN ARE MEMBER FORCES ALONG•THE NEUTRAL•AXIS F R A M E D E S I G N' - R E A C T I O N S DATE: 07/11/01 CADDS TIME: 10:18 AM ----------------------------------------------------------------------------------------------------------------------------------- PAGE:F 18 ORDER # 074813 BUILDER - NORTH VALLEY READY.BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROD NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 --------------------------------------------------------------------=-------------------------------------------------------------- DESCRIPTION EWDS 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 POSITIVE REACTION DIRECTION H KIPS Horizontal Force to Right -V 2 ------- 3--.-----5 V KIPS Vertical Force Up Z KIPS Horizontal Out of Plane +--!-H / 1 4 Z No. Loading Combination 1H 1V 3Z 4V 4Z 6H 6V Sum H Sum V Sum Z 1 DL + LL 0.12 1.84 0.00 4.08 0.00 -0.12 1.84 0.00 7.75 0.00 2 DL + WLL -1.22 -0.65 1 0.00 -0.52 0.00 -0.96 0.39 -2.18 -0.78 0.00 3 DL + WLR 0.96 0.39 0.00 -0.52 0.00 1.22 -0.65 2.18 -0.78 0.00 4 DL + EQL/1.4 -0.11 0.35 0.00 0.93 0.00 -0.16 0.57 -0.27 1.85 0.00 5 DL + EQR/1.4 0.16 0.57 0.00 0.93 0.00 0.11 0.35 0.27 1.85 0.00 6 PDL+0.70PL+2.80EQL not applicable 7 PDL+0.70PL+2.SOEQR not,applicable i 8 0.85PDL + 2.80EQL not applicable 9 0.85PDL + 2.80EQR not applicable 10 DL +2.80EQL not applicable i 11 DL +2.80EQR not applicable 12 DL + EWP 0.46 -0.26 i 1.33 -0.26 1.13 -0.46 -0.26 0.00 -0.78 2.46 13 DL + EWS 0.46 -0.26 -1.17 -0.26 -0.99 -0.46 -0.26 0.00 -0.78 -2.16 ID Load Case 1H 1V 3Z 4V 4Z 6H i6V Sum H Sum V Sum Z DL DEAD LOAD 0.02 0.46 i0.00 0.93 0.00 -0.02 0.46 0.00 1.85 0.00 LL LIVE LOAD 0.10 1.38 0.00 3.15. 0.00 -0.10 1.38 0.00 5.90 0.00 WLL WIND LOAD LEFT -1.24 -1.10 0.00 -1.45 0.00 -0:94 -0.07 -2.18 -2.63 0.00 WLR WIND LOAD RIGHT 0.94 -0.07 0.00 -1.45 0.00 1.24 -1.10 2.18 -2.63 0.00 EQ SEISMIC LOAD =0.19 -0.16. 0.00 0.00 0.00 -0.19 0.16 -0.38 0.00 0.00 SLL MIN SNOW LOAD LEFT 0.05 1.48 0.00 1.58 0.00 -0.05 -0.10 0.00 2.95 0.00 SLR MIN SNOW LOAD RIGHT 0.05 -0.10 0.00 1.58 0.00 -0.05 1.48 0.00 2.95 0.00 EWP EW WIND PRESSURE 0.43 -0.72 1.33 -1.19 1.13 -0.43 -0.72 0.00 -2.63 2.46 EWS EW WIND SUCTION 0.43 -0.72 -1.17 -1.19 -0.99 -0.43 -0.72 0.00 -2.63 -2.16 "F I N A L FRAME DES IGN - STRES S SUMMARY DATE: 07/11/01 CADDS TIME: 10:18 AM ----------------------------------------------------------------------------------------------------------------------------------- PAGE:F 19 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LINE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 ------------------------------------------- DESCRIPTION EWDS----36'_0"-----16'_4"-----20 PAF 80 --------------------------------------------------------- MPH UBC 97 .500 TO 12 MEMBER NO. 1 JOINT 1 - 2 ------------------- SECT, LENGTH --------------- YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS'. SIZE START END ; OUTER FL. THK. INNER FL. RATIO COND 1 14.40 55. .5 3.83 FT 12.00 IN 12.00 IN 5.000 X .250, .120 5.000 X .250 0.149 3 CONTROLLING ACTIONS ---AXIAL--- -"MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------- ------ SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA- FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 0.24 -99.84 0.06 -5..90 -5.90 43.99 43.99 40.08 1.22 17.38 0.070 2 MEMBER NO. 2 JOINT 2 - 3 ----------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO GOND 1 13.00 55. 3 5.00 FT 12.00 IN 12.00 IN •5.000 X .250 .120 5.000 X .250 0.162 3 2 5.00 55. 3 3.00 FT 12.00 IN 14.49 IN 5.000 X .250' .120 5.000 X .250 4.112 1 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO: FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI)!.(KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO GOND 1 0.13 -92.22 0.03 -6.6,1 -5.53 43.99 43.99 34.34 1.27 13.04 0.097 1 2 0.08 -74.59 0.02 -3.5;1 -3.51 33.00 33.00 31.44 -1.95 10.65 0.183 1 MEMBER NO. 3 JOINT 4 - 3 Rotated !90 degrees ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE '.START END OUTER FL. THK. INNER FL. RATIO COND 1 14.88 55. 4 4.00 FT ;8.00 IN 8.00 IN 5.000 X .250 .120 5.000 X .250 0.116• 12. CONTROLLING ACTIONS ! ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA: FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (K$I)! (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 -0.34 52.10 -0.10 4.99 4.99 43.99 43.99 43.99 -0.95 23.07 0.041 12 F I N A L F R AM E D E S I G N - S T R E S S S U M M A R Y DATE: 07/11/01 j CADDS TIME: 10:18 AM ) PAGE:F 20 ------------------------ -------------------------------------------------------------------------------------------------------- .ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 ----------------------------------------- ------------------------ -------------------- MEMBER NO. 4 JOINT 5 - 3 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER.FL. THK. INNER FL. RATIO COND 1 13.00 55. 3 5.00 FT 12.00 IN 12.00 IN 5.000 X .250 .120 5.000 X .250 0.162 2 2 5.00 55. 3 3.00 FT 12.00 IN 14.49 IN 5.000 X .250 .120 5.000 X .250 0.112 1 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE, ALLOW STRESS. LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI)! (KSI) (KSI) (KSI) '(KSI) (KIPS) (KIPS) RATIO COND 1 0.13 .-92.22 0.03 -6.01 -5.53 43.99 43..99 34.34 1.26 13.04 0.097 1 2 0.08 -74.59 0.02 -3.51 -3.51 33.00 33.00 '31.44 -1.95 10.65 0.183 1 MEMBER NO. 5 JOINT 6 - 5 ) ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB.'STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO GOND 1 14.40 55. 5 3.83 FT 1.2.00 IN 12.00 IN :5.000 X .250 .120 5.000 X .250 0.149 2 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- - -------------- SHEAR -------=------ SECT. FORCE MOMENT AXIAL FBO FBI FAQ FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI)' (KIPS) (KIPS) RATIO COND 1 0.24 -99.84 0.06 -5.90 -5.90 43.99 43.99 40.08 1.22 17.38 0.070 3 FRAME DESIGN - J 0'I N T D E F L E C T I O N S DATE: 07/11/01` CADDS TIME: 10:18 AM ; PAGE:F 21 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 074813 BUILDER --NORTH VALLEY READY BUIL BLDR ORDER #-01-42 BLDR ACCOUNT # 20-04-007-90' BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) _(WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR). (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" --=-----------------------------------------------------------------=--------------------------.------------------------------------ 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 POSITIVE DEFLECTION DIRECTION H INCHES Horiz. Deflection to Right V V INCHES Vertical Deflection Up +---H / 1 4 6 Z No. Loading Combination Cd 2H. 2V 3H 3V 5H 5V 1 DL + LL N 0.000 -0.003 0.000 -0.008 0.000 -0.003 2 DL + WLL N 0.872 0.001 0.872 0.001 0.872 0.000 3 DL + WLR N -0.872 0.00;0 -0.872 0.001 -0.872 0.001 . 4 DL + EQL/1.4 N 0.175 0.00,,0 0.175 -0.002 0.175 -0.001 5 DL + EQR/1.4 N -0.175 -0.001 -0.175 -0.002 -0.175 0.000 12 DL + EWP N -0.001 0.001 0.000 0.001 0.001 0.001 13 DL + EWS N -0.001 0.00!1 0.000 0.001 0.001 0.001 i I i l i 0 1 F R A M E D E S I G N - M E M B E R D E F L E'C T I ON S DATE: 07/11/01 CADDS TIME: 10:18 AM PAGE:F 22 ------------------------------------------ ORDER # 074813 BUILDER ----------------------------------------------------------------------------------------- - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34=5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 ------------------------------------------ DESCRIPTION EWDS -------------------- 36'-0" 16'-4" 20 -------------------------------------- PSF 80 MPH UBC 97 .500 TO 12 DEFLECTION DIRECTION H INCHES Horizontal to the Right V +=--2---+--14---+ V INCHES Vertical Up I I I I 3 5 Z MAXIMUM MEMBER DEFLECTIONS MEMBER 1H MEMBER 2V MEMBER 3H MEMBER 4V MEMBER 5H No. Loading Combination PT DEFL PT DEFL PT DEFL PT DEFL PT DEFL 1 DL + LL 3 -0.015 3 -0.035 6 0.000 3 -0.035 .3 0.015 2 DL + WLL 7 0.872 3 -0.085 6 0.872 3 0.099 17 0.872 3 DL + WLR 7 -0.872 3 0.099 6 -0.872 3 -0.085 7 -0.872 4 DL + EQL/1.4 7 0.175 3 -0.027 6 0.175 3 0.014 7 0.175 5 -DL + EQR/1.4 7 -0.175 3 0.014 6 -0.175 3 -0.027 7 -0.175 12 DL + EWP 3 -0.013 4 0.001 3 0.128 4 0.001 3 0.013 13 DL + EWS 3 -0.013 4 0.001 3 -0.112 4 0.001 3 0.013 0 1 0 F I N A L F R.A M E DESIGN - F R A M E L A Y O U T DATE: 07/11/01 CADDS TIME: 10:18 AM --------------------=--------------------- ORDER # 074813 BUILDER - =----------------------------------------------------------------------------------------- NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 ------------------------------------------ DESCRIPTION EWDS 36'-0" 16.'-4" ---------------------.-------------------------------- 20 PSF- 80 MPH UBC ------------ 97 .500 TO 12 ------------------------ LEFT SIDE i RIGHT SIDE SLOPE (P/12_) = 0.500 i SLOPE (P/12.) = 0.500 DIST. TO RIDGE = 18.000 FT. DIST. TO RIDGE = 18.000 FT. COLUMN OFFSET = 8.000 'IN. COLUMN OFFSET = 8.000 IN. GIRT DEPTH = 8.000 'IN. GIRT DEPTH = 8. 0.00 IN. PURLIN DEPTH = 8.000 :IN. (PURLIN UNINSULATED) PURLIN DEPTH = 8.000 IN. SPAN WIDTHS (LEFT TO RIGHT) SPAN 1 = 18.000 FT. SPAN 2 = 18.000 FT. i -R- OV97272 OV97274 OV97272 1 0 0 0 V V V 9 9 9 7 7 7 2 .: 2 2 7 7 7 0 6 0 1 2 i F I' N A L FRAME DESIGN DATE: 07/11/01 CADDS TIME: 10:18 AM PAGE:F 23 . ---------------7------------------------------------------------------------------------------------------------------------------- ORDER #-074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY -WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 ----------------------------------------------------------------------------=------------------------------------------------------ F R A M E j D E S I G N - G E N E R A L I N F O R M A T I O N DATE: 07/11/01 i CADDS TIME: 10:18 AM i ' PAGE:F 24 ------------------------------------------'-------------------- ORDER # 074813 BUILDER -.NORTH VALLEY READY BUIL ------ ------------------------------------------------------------- 'BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM ------------------------------------------'----------------------------------------------------------------------------------------- FRAME # 2. DESCRIPTION LRF 36'-0" 16'-411. 20 PSF 80 MPH UBC 97 .500 TO 12 LEFT SIDE i RIGHT;SIDE SPAN NO. WIDTH MISCELLANEOUS PROPERTIES EAVE HEIGHT = 16.001 FT. 16.00:1 FT. 1 = 36.000 FT MODULUS OF ELASTICITY = 29000 KSI FRAME "HEIGHT = 15.333 FT. 15.333 FT. COL. CLEAR HT. = 14.402 FT. 14.40;2 FT. CMX = 0.850 SLOPE (P/12.) = 0.500 0.50'0 CMX(stepped column/no wind) = 0.950 SW R -BEAM OFFSET = 0.125 IN. 0.12;5 IN. CMY(pinned in minor axis) = 0.600. DIST. TO RIDGE = 18.000 FT. 18.00;0 FT. CMY(fixed in minor axis) = 0.400 COLUMN OFFSET = 8.000 IN. 8.00'0 IN. GIRT DEPTH = 8.000 IN: 8.00;0 IN. PURLIN DEPTH = 8.000 IN. 8.000 IN. (PURLIN UNINSULATED) ## P Delta Analysis ## --------------------- JOINT DATA ----------------------- ------------------------------ MEMBER DATA ---- ------------------------- JOINT X-COORD Y-COORD DEGREE -OF -FREEDOM MEMBER MOM. RELEASE K VALUES NUMBER FT FT X Y MZ Z MX NUMBER JOINTS START END IN PLANE OUT OF PLANE 1 1.000 0.000 1 1 0, 1 0 1 1- 2 0 0 1.50 1.00 2 1.172 14.892 0 0 0 1 0 2 2- 3 0 0 1.50 1.00 3 18.000 15.617 0 0 0 0 0 3 4•_ 3 0 0 1'50 1.00 4 34.828 14.892 0 0 0 1 0 4 5- 4 0 0 1.50 1.00 5 35.000 0.000 1 1 0 1 0 ( 0 = FREE 1 = FIXED ) ( 1 = RELEASE 0 = NO RELEASE ) F R A M E D E S I G N - S E C O N D A R Y / B R A C E L O C A T I O N S DATE: 07/11/01 CADDS TIME: 10:18 AM PAGE:F 25 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS..CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 16•'-4" 20 PSF 80 MPH UBC 97' .500 TO 12 ----------------------------------------------------------------------------------------------------------------------------------- DIST - Distance to secondary from the end of the member in FEET. BRACE - Minor axis secondary bracing code as follows: ACCUM - Distance to purlin from the low sidewall in FEET. O FL Outside flange only braced ID - B Base, G Girt, P Purlin, E Eave strut, O Other, O -IF Outside and Inside flange braced L Landmark 2000 truss purlin. O -SF Outside braced and inside Single flange brace MAJOR - Major axis brace point indicator. ( YES or NO ) NOTE: BRACE FORCE is the required support force (in kips) perpendicular to the flange COLUMN 1- 2 BRACE. COLUMN 57 4 BRACE ROOFBEAM 2- 3 BRACE ROOFBEAM 4- 3 BRACE DIST ID BRACE MAJOR FORCE DIST 1ID BRACE MAJOR FORCE DIST ACCUM ID BRACE FORCE DIST ACCUM ID BRACE FORCE 0.00 B O -IF YES 0.00 ( B O -IF YES 0.00 0.00 E O FL 0.00 0.00 E O FL 7.50 G O -SF NO 7.50 G O -SF NO 3.92 13.92 P O -SF 3.92 3.92 P O -SF 11.33 G O FL NO 11.33 G O FL NO 8.92 j8.92 P 0 FL 8.92 8.92 P 0 FL 14.40 0 O -IF• YES 14:40 i O O -IF YES 13.92 13.92 P O -SF 13.92 13.92 P O -SF 1 e nn F n Fr. No 16.00 E 0 FL NO 16.92 16.92 P 0 FL 16.92 16.92 P 0 FL APPLIED LOADS For load application, vertical and horizontal distances are measured from an origin point at the left structure line and the base of the left exterior column. . UNIF - Uniformly distributed loads. These loads can be in X ( horizontal ), Y ( vertical ), or Z ( normal, out -of -plane ) direction. The magnitude- of the load is kips/foot. The distances are the location of the start and the end of the load, along the axis of the member. TAPR - Tapered distributed loads. The magnitude in kips/foot of each end of the load is given. Loads can be in the X, Y, or Z direction. Distances are measured along the axis of the member. CONC - Concentrated load. This load can be a force in the X or.Y direction or a moment about the Z axis. The location of the load is measured along the member. The load exists at the neutral axis of the member, or at the outer or inner flange of the member. MCONC - Moment producing concentrated load. This load type is similiar to a concentrated load exceptithe location of the load is given in global coordinates, and can exist off the member. , DISTANCE TO SECONDARY MEMBERS AND ANALYSIS POINTS Columns use the vertical. distance measured from the base plate of the column. Roofbeams use the horizontal distance measured from the start of the member. In the case of .exterior roofbeams, the start of the member is at the exterior structure line. MEMBER FORCES Positive axial force, the member is in compression. Positive shear force, outward force on the end of the member. Positive moment, compression on the outer flange. FRAME REACTIONS Reactions use the global coordinate system. A positive horizontal (H) force is to the right. A positive vertical (V) force is upwards. A positive in -plane moment (M) is counter- clockwise in the X -Y plane. A positive out -of -plane force (Z) is out of the X -Y plane. A positive out -of -plane moment (MX) is counter clockwise about the X axis ( near side rotating down ). F R A M E D E S I G N - C O N V E N T I O N S DATE: 07/11/01 CARDS TIME: 10:18 AM PAGE:F 26 ------------------------------------------ -------------------------------------------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 ---------------------------- DESCRIPTION LRF 36'-0" ------------------------------- 16'-4" --------- i 20 PSF 80 MPH --- - - - - -" ------------- UBC 97 .500 TO 12 -------------------------- -------------- GENERAL In general, forces and coordinates follow the ( ZCONC - Out -of -plane concentrated load. This load can be a right hand rule. The X axis is horizontalland posi- V moment about the global X or Y axis, or a force in the Z axis tive to the right. The Y axis is vertical'and posi-I direction. tive upward. The Z axis is normal to the X and Y axis, and is positive out of this plane. Positive +---H;' SCRAN•- Special load for crane loads. This is similiar to moments .about the X, Y, and Z axis are counter- / the MCONC load except -that the moment is in the minor axis clockwise as viewed looking toward the origin of the Z direction of the member and is supported by only one flange. axis. APPLIED LOADS For load application, vertical and horizontal distances are measured from an origin point at the left structure line and the base of the left exterior column. . UNIF - Uniformly distributed loads. These loads can be in X ( horizontal ), Y ( vertical ), or Z ( normal, out -of -plane ) direction. The magnitude- of the load is kips/foot. The distances are the location of the start and the end of the load, along the axis of the member. TAPR - Tapered distributed loads. The magnitude in kips/foot of each end of the load is given. Loads can be in the X, Y, or Z direction. Distances are measured along the axis of the member. CONC - Concentrated load. This load can be a force in the X or.Y direction or a moment about the Z axis. The location of the load is measured along the member. The load exists at the neutral axis of the member, or at the outer or inner flange of the member. MCONC - Moment producing concentrated load. This load type is similiar to a concentrated load exceptithe location of the load is given in global coordinates, and can exist off the member. , DISTANCE TO SECONDARY MEMBERS AND ANALYSIS POINTS Columns use the vertical. distance measured from the base plate of the column. Roofbeams use the horizontal distance measured from the start of the member. In the case of .exterior roofbeams, the start of the member is at the exterior structure line. MEMBER FORCES Positive axial force, the member is in compression. Positive shear force, outward force on the end of the member. Positive moment, compression on the outer flange. FRAME REACTIONS Reactions use the global coordinate system. A positive horizontal (H) force is to the right. A positive vertical (V) force is upwards. A positive in -plane moment (M) is counter- clockwise in the X -Y plane. A positive out -of -plane force (Z) is out of the X -Y plane. A positive out -of -plane moment (MX) is counter clockwise about the X axis ( near side rotating down ). DEAD LOAD (DL ) = 2.220 PSF + FRAME DL COLLATERAL LOAD (CLL) = 0.000 PSF ROOF LIVE LOAD (LL ) = 20.000 PSF Roof Exposure = Partially Exposed Roof Thermal Condition = Normal MIN CQUNTY GROUND SNOW LOAD MIN County Rain on Snow COEFFICIENTS TRIBUTARY LOAD LOAD NET ROOF LOAD FACTOR COEFF (PSF) LEFT ROOF 60.00% 1.00 12.00 RIGHT ROOF 60.00% 1.00 12.00 0 PSF INCLUDES 1.00 IMPORTANCE FACTOR 0.0 PSF F R A M E D E S I G N - LOAD SUMMARY DATE: 07/11/01 CARDS i PAGE:F 27" TIME: 10:18 AM ------------------------------- ORDER # 074813 BUILDER -----------=--------------------------------------------------------------------- NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION L'RF 36'-0" ------------------------------------------=------------------------------------7-------------------------------- 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 GENERAL BUILDING INFORMATION DESIGN BAY i = 20.000 FT. . TOTAL BUILDING LENGTH = 80.000 FT. PANELS" TYPE DESCRIPTION WEIGHT LEFT SIDEWALL BRII 26STL 0.87 PSF ROOF BRII 28STL 2.22 PSF (INCLUDING"ALLOWANCE FOR SECONDARIES) RIGHT SIDEWALL BRII 26STL 0.87 PSF BUILDING USE AND LOCATION E STATE i = CALIFORNIA COUNTY = BUTTE j (INLAND) USE CATEGORY = 4 (GENERAL USE) TERRAIN CAT/WIND EXP = B APPLIED LOADINGS BUILDING CODE = UBC - 1997 " DEAD LOAD (DL ) = 2.220 PSF + FRAME DL COLLATERAL LOAD (CLL) = 0.000 PSF ROOF LIVE LOAD (LL ) = 20.000 PSF Roof Exposure = Partially Exposed Roof Thermal Condition = Normal MIN CQUNTY GROUND SNOW LOAD MIN County Rain on Snow COEFFICIENTS TRIBUTARY LOAD LOAD NET ROOF LOAD FACTOR COEFF (PSF) LEFT ROOF 60.00% 1.00 12.00 RIGHT ROOF 60.00% 1.00 12.00 0 PSF INCLUDES 1.00 IMPORTANCE FACTOR 0.0 PSF SEISMIC LOADS (EQ ) PERCENT SNOW LOAD = 0.000'k i Seismic W - LEFT ROOF SEISMIC ZONE MIN CTY SEISMIC ZONE .•Seismic W,- RIGHT ROOF i = 3 R'FACTOR i = 3 I`,FACTOR .STORY DRIFT LIMIT ! _ P DELTA LIMIT j = OMEGAO DEFLECT AMPLIF FACTOR = i i Maximum P'Delta Stability Coefficielht!= Na LATERAL FACTOR 0.025 SOIL PROFILE 0.100 Nv FACTOR 2.800 Ct FACTOR T FACTOR Ca FACTOR Cv FACTOR p;FACTOR NET SEISMIC FACTOR 0.01, Associated Load,Combination 04 = 4.220 PSF 4.220 PSF 4.500 1.000 1.000 D 1.000 0.035 0.284 0.360 0.540 1.000 0.200 F R A M E D E S I G N`- L O A D S U M M A R Y DATE: 07/11/01 CADDS TIME: 10:18 AM PAGE:F 28 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5.72 PROJ NAME- ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 ----------------------------------------------------------------------------------------------------------------------------------- DESCRIPTION . LRF 36'-0" 16"-4" 20 PSF 80 MPH UBC 97 .500 TO 12 WIND LOADS WIND LOAD LEFT = 80.000 MPH'( 10.227 PSF) MIN COUNTY WIND SPEED = 76 MPH WIND LOAD RIGHT = 80.000 MPH (-10.227 PSF) INCLUDES 1.00 IMPORTANCE FACTOR WIND UPLIFT = 80.000 MPH ( 10.227 PSF) WIND LOAD CASE = 1. WIND ENCLOSURE ENCLOSED COEFFICIENTS WIND FROM LEFT WIND FROM RIGHT INTERNAL PRESSURE INTERNAL SUCTION (WLL) (WLR) (IP .) (IS ) LEFT SIDEWALL 0.800(PRESSURE) -0.500(SUCTION ) 0.000 0.000 LEFT .ROOF -0.700(SUCTION ) -0.700(SUCTION ) 0.000 0.000 RIGHT ROOF -0.700(SUCTION ) -0.700(SUCTION ) 0.000 0.000 RIGHT SIDEWALL -0.500(SUCTION ) 0.800(PRESSURE) 0.000 0.000 ENDWALL WIND PRESURE ENDWALL WIND SUCTION (EWP) (EWS) SIDEWALLS -0.700(bUCTION ) -0.700(SUCTION ) ROOF -0.700(bUCTION ) -0.700(SUCTION ) SIDEWALL CANOPY/OVERHANG71.200( SUCTION ) -1.200(SUCTION ) SEISMIC LOADS (EQ ) PERCENT SNOW LOAD = 0.000'k i Seismic W - LEFT ROOF SEISMIC ZONE MIN CTY SEISMIC ZONE .•Seismic W,- RIGHT ROOF i = 3 R'FACTOR i = 3 I`,FACTOR .STORY DRIFT LIMIT ! _ P DELTA LIMIT j = OMEGAO DEFLECT AMPLIF FACTOR = i i Maximum P'Delta Stability Coefficielht!= Na LATERAL FACTOR 0.025 SOIL PROFILE 0.100 Nv FACTOR 2.800 Ct FACTOR T FACTOR Ca FACTOR Cv FACTOR p;FACTOR NET SEISMIC FACTOR 0.01, Associated Load,Combination 04 = 4.220 PSF 4.220 PSF 4.500 1.000 1.000 D 1.000 0.035 0.284 0.360 0.540 1.000 0.200 F R A M E D.E S I G N - L O A D C O M B I N A T I O N S DATE: 07/11/01 CADDS TIME: 10:18 AM` -PAGE_F 29 ------ ----------------------------------------- ORDER # 074813 BUILDER - NORTH ------------------------------------------------------------------------------ VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 ------------------------------------------ DESCRIPTION LRF ----------------------------------------------------------------------------------------- 36'-0" 16.'-4" 20 PST 80 MPH UBC 97 .500 TO 12 LCN LOAD DESCRIPTION STRESS MEMB P DELTA DESIGN LOADING GRP LOADING GRP LOADING GRP LOADING GRP LOADING GRP INCREASE STR LAT LONG CATEGORY PERCENT PERCENT PERCENT PERCENT PERCENT 1 DL + LL 1.000 N ;N N Std Des 100.00• DL 100.00 LL 2 DL + WLL 1.333 N ,N N Std Des 100.00 DL 100.00 WLL 3 DL + WLR 1.333 N IN N Std Des 100.00 DL 100.00 WLR 4 DL + EQL/1.4 1.333 N ,Y N Std Des 100.00 DL 72.00 EQ 5 DL + EQR/1.4 1.333 N iY N Std Des 100.00 DL -72.00 EQ 6 PDL+0.70PL+2.BOEQL 1.700 Y N N Axial C 100.00 DL ! 70.00 LL 280.00 EQ 7 PDL+0.70PL+2.80EQR, 1.700 Y N N Axial C 100.00 DL 70.00 LL -280.00 EQ 8 0.85PDL + 2.80EQL 1.700 Y N N Axial T 85.00 DL '280.00 EQ 9 0.85PDL + 2.80EQR 1.700 - Y N N Axial T 85.00 DL -280.00 EQ 10 DL +2.BOEQL 1.700 Y N N Conns 100.00 DL 280.00 EQ it DL +2.80EQR 1.700 Y N N Conns 100.00 DL -280.00 EQ 12 DL + EWP 1.333 N N N Std Des 100.00 DL 100.00 EWP F R A M E D E S I G N A P P L I E D L O A D S DATE: 07/11/01 CADDS TIME: 10:.18 AMI-----_------PAGE_F -30 ------------------------------------------------------------------------------------------------------- ---- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL f BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5;72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 ---------------------------------------------------------- -----=------------------------------------------------------------------- j LOAD CASE (DL ) DEAD LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS. DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION DL 2 2- 3 UNIF 0.00 i 18.00 0.000 K/FT -0.044 K/FT 0.000 K/FT DL 3 4 - 3 UNIF 18.00 ! 36.00 0.000.K/FT -0.044 K/FT 0.000 K/FT LOAD CASE (LL ) LIVE LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT i FT X Y Z LOCATION LL 2 2 - 3 UNIF 0.00 18.00 0.000 K/FT -0.240 K/FT 0._000 K/FT LL 3 4 - 3 UNIF 18.00 36.00 0.000 K/FT -0.240 K/FT 0.000 K/FT LOAD CASE (WLL) WIND LOAD LEFT LOAD MEMBER JOINTS LOAD -DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT ! FT X .Y Z LOCATION WLL 1 1- 2 UNIF 0.00 i 16.00 0.164 K/FT 0.000 K/FT 0.000 K/FT WLL 2 2 - 3 UNIF 0.00 18.00 -0.143 K/FT 0.143 K/FT 0.000 K/FT WLL 3 4 - 3 UNIF •18.00 36.00 0.143 K/FT 0.143 K/FT 0.000 K/FT WLL 4 5 - 4 UNIF 0.00 i 16.00 0.102 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (WLR) WIND LOAD RIGHT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION WLR 1 1 - 2 UNIF 0.00 16.00 -0.102 K/FT 0.000 K/FT 0.000 K/FT WLR 2 2 - 3 UNIF 0.00 18.00 -0.143 K/FT 0.143 K/FT 0.000 K/FT WLR 3 4 - 3 UNIF 18.00 36.00 0.143 K/FT 0.143 K/FT 0.000 K/FT WLR 4 5 - 4 UNIF 0.00 16.00 -0.164-K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (EQ ) SEISMIC LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION EQ 1 1 - 2 UNIF 0.00 16.00 0.003 K/FT 0.000 K/FT 0.000 K/FT EQ 2 2.- 3 CONC 0.00 0.304*KIP' 0.000 KIP 0.000 IN -K Outside flange EQ 3 4 - 3 CONC 36.00 0.304 KIP 0.000 KIP 0.000 IN -K Outside flange EQ 4 5 - 4 UNIF 0.00 16.00 0.003 K/FT 0.000 K/FT 0.000 K/FT F R A M E D E S I G N - A P P L I'E D L O A D S DATE: 07/11/01 CARDS TIME: ----- 10:18 AM ---------- ----------- ---------- ------------------- - PAGE:F 31 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL ------ ------- ---------- BLDR ORDER ---------- # 01-42 ------- ------ ---------------------------- BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 ------------------------------------------7---------------------------------------------------------------------------------------- DESCRIPTION LRF 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 LOAD CASE (SLL) MIN SNOW LOAD LEFT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION. SLL' 2 .2 - 3 UNIF 0.00 I 18.00 0.000 K/FT -0.240 K/FT 0.000 K/FT LOAD CASE (SLR) MIN SNOW LOAD RIGHT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X .Y Z LOCATION SLR 3 4 - 3 UNIF 18.00 ` 36.00 0.000 K/FT -0.240 K/FT 0.000 K/FT LOAD CASE (EWP) EW WIND PRESSURE LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X I i Y Z LOCATION EWP 1 1 - 2 UNIF 0.00 16.00 -0.143 K/FT 0.000 K/FT 0.000 K/FT EWP 2 2 - 3 UNIF 0.00 18.00 -0.143 K/FT 0.143 K/FT 0.000 K/FT EWP 3 4 - 3 UNIF 18.00 36.00 0.143 K/FT 0.143 K/FT 0.000 K/FT EWP 4 5 - 4 UNIF 0.00 16.00 0.143 'K/FT 0.000 K/FT 0.000 K/FT RACK 3 4 - 3 CONC 36.00 -3.780 KIP 0.000 KIP 0.000 IN -K Outside flange LOAD CASE (EWS) EW WIND SUCTION LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION EWS 1 1 - 2. UNIF 0.00 16.00 -0.143 K/FT 0.000 K/FT 0.000 K/FT EWS 2 2 - 3 UNIF 0.00 18.00 -0.143 K/FT 0.143 K/FT 0.000 K/FT _ EWS 3 4 - 3 UNIF 18.00 36.00 0.143 K/FT 0.143 K/FT 0.000 K/FT EWS 4 5 - 4 UNIF 0.00 16.00 0.143 K/FT 0.000 K/FT 0.000 K/FT RACK 3 4 - 3 CONC 36.00 -3.780 KIP 0.000 KIP 0.000 IN -K Outside flange LOAD CASE (PDE) P Delta Unit Story S LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION C 1 1 1 - 2 CONC 0.00 -0.500 KIP 0.000 KIP 0.000 IN -K Neutral axis C 1 1 1 - 2 CONC 14.89 0.500 KIP 0.000 KIP 0.000 IN -K Neutral axis C 4 4 5 - 4 CONC 0.00 -0.500 KIP 0.000 KIP 0.000 IN -K Neutral axis C 4 4 5 - 4 CONC 14.89 � I I 0.500 KIP 0.000 I KIP 0.000 IN -K Neutral axis mum - p ppp" F R A M E D E S I G N - S E C T I O N P R O P E R T I E S DATE: 07/11/01 TIME: 10:18 AM CARDS --------------------------------------------------------------------------------------------------------------- PAGE:F 32 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ------------------- # 2 -------------------------------------------- DESCRIPTION LRF 36'-0" 16',-4" -------------- 20 PSF ------------------------------------------------------ 80 MPH UBC 97 .500 TO 12 MEMBER NO. 1 JOINTS 1 - 2 SECTION NO. 1 OUTER FLANGE = 5.000 X 0.250 WEB .. = 0.120 INNER FLANGE = 5.000 X 0.250 ANAL SEC DIST DEPTH AREA IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO LUBI PTS. NO. (FT) (IN) (IN2) (IN4) " (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) (FT) 1 1 0.00 8.00 3.40 41.77 5.21 1.36 1.36 1 4.32 1.22 1.35 1.35 7.23 7.23 62.50 7.50 7.50 2 3.75 9.04 3.52 54.55 5.21 1.35 1.35 4.32 1.22 1.35' 1.35 7.23 7.23 71.18 7.50 7.50 3 7.50 10.08 3.65 69.24 5.21 1.34 1.34 4.32 1.22 1.35 1.35 7.23 7.23 79..86 7.50 7.50 4 11.33 11.15 3.78 86.31 5.21 1.33 1:33 4.32 1.18 1.34 1.34 8.49 8.83 88.73 3.83 6.90 5 14.40 12.00 3.88 101.48 5.21 1.33 1.33 4.32 1.17 1.33 1.34 .9.26 8.83 95.82 3.07 6.90 MEMBER NO. 2 JOINTS 2 - 3 SECTION NO. 1 OUTER FLANGE = 5.000 X 0.250 WEB = 0.120 INNER FLANGE = 5.000 X 0.250 ANAL SEC DIST DEPTH AREA IX I IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO LUBI PTS. NO. (FT) (IN) (IN2) (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) (FT) 1 1 1.63 12.00 3.88 101.51; 5.21 1.33 1.33 6.66 1.15 1.32 1.32 10.06 10.06 95.83 3.92 2..29 2 3.92 13.14 4.02 124.14; 5.21 1.32 1.32 6.66 1.12 1.31 1.30 11.51 12.51 105.37 5.00 10.01 3 8.92 15.64 4.32 182.78 5.21 1.30 1.30 6.66 1.12 1.31 1.30 11.51 12.51 126.18 5.00 10.01 4 13.92 18.14 4.62 254.871 5.21 1.27 1.27 6.66 1.08 1.28 1.30 13.51 12.51 146.98 5.00 10.01 5 16.92 19.64 4.80 304.981 5.21 1.26 1.26 6.66 1.05 1.27 1.27 15.11 15.32 159.47 3.00 8.14 6 17.98 20.17 4.86 324.031 5.21 1.26 1.26 6.66 1.04 1.26 1.27 15.92 15.32 163.89 2.13 8.14 MEMBER NO. 3 JOINTS 4 - 3 .SECTION NO. 1 OUTER FLANGE = 5.0'00 X 0.250 WEB = 0.120 INNER FLANGE = 5.000 X 0.250 ANAL SEC DIST DEPTH AREA i IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO LUBI PTS. NO. (FT) (IN) (IN2) (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) (FT) 1 1 1.63 12.00 3.88 101.51; 5.21. 1.33 1.33 6.66 1.15 1.32 1.32 10.06 10.06 95.83 3.92 2.29 2 3.92 13.14 4.02 124.1415.21 1.32 1.32 6.66 1.12 1.31 1.30 11.51 12.51 105.37 5.00 10.01 3 8.92 15.64 4.32' 182.78 5.21 1.30 1.30 6.66 1.12 1.31 1.30 11.51 12.51 126.18 5.00. 10.01 4 13.92 18.14 4.62 254.87; 5.21 1.27 1.27 6.66 1.08 1.28 1.30. 13.51 12.51 146.98 5.00 10.01 5 16.92 19.64 4.80 304.98 5.21 1.26 1.26 6.66 1.05 1.27 1.27 15.11 15.32 159.47 3.00 8.14 6 17.98 20.17 4.86 324.03; 5.21 1.26 1.26 6.66 1'.04 1.26 1.27 15.92 15.32 163.89 2.13 8.14 MEMBER NO. SECTION NO ANAL SEC PTS. NO. 1 1 2 3 4 5 4 1 DIST (FT) 0.00 3.75 7.50 11.33 14.40 JOINTS 5 - 4 OUTER FLANGE _ DEPTH AREA (IN) (IN2) 8.00 3.40 9.04 3.52 10.08 3.65 11.15 3.78 12.00 3.88 5.000 i F R A M E D E S I G N - S E C T I O N P R O P E R T I E S IX IY DATE: 07/11/01 RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T TIME: 10:18 AM (IN4) (IN) (IN) (IN) (IN) (IN) (IN) CADDS ---------------------- ------------l---------------------------------------------------------------------------------------- 41.77 5.21 1.36 1.36 4.32 1.22 PAGE:F 33 ORDER # 074813 - BUILDER NORTH VALLEY READY BUIL 62.50 BLDR ORDER # 01-42 IBLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY'WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia 1.34 (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) 86.31 DESIGN SYSTEM FRAME -------------------------------------------- # 2 DESCRIPTION LRF ---------------------------------------------------------------------------------------- 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 8.83 MEMBER NO. SECTION NO ANAL SEC PTS. NO. 1 1 2 3 4 5 4 1 DIST (FT) 0.00 3.75 7.50 11.33 14.40 JOINTS 5 - 4 OUTER FLANGE _ DEPTH AREA (IN) (IN2) 8.00 3.40 9.04 3.52 10.08 3.65 11.15 3.78 12.00 3.88 5.000 X 0.250 WEB = 0.120 INNER FLANGE = 5.000 X 0.250 IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO 41.77 5.21 1.36 1.36 4.32 1.22 1.35 1.35 7.23 7.23 62.50 54.55 5.21 1.35 1.35 4.32 1.22 1.35 1.35 7.23. 7.23 71.18 69.24 5.21 1.34 1.34 4.32 1.22 1.35 1.35 7.23 7.23 79.86 86.31 5.21 1.33 1:33 4.32 11.18 1.34 1.34 8.49 8.83 88.73 101.48 5.21 1.33 1.33 4.32 1.17 1.33 '1.34 9.26 8.83 95.82 LUBO (FT) 7.50 7.50 7.50 3.83 3.07 LUBI (FT) 7.50 7.50 7.50 6.90 6.90 F R A M E. D E S I G N - C O N T R O L L I N G S T R E S S DATE: 07/11/01 TIME: 10:18'AM CADDS --------------------------------------------------------------------------------------------------------------- PAGE:F 34 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 2 DESCRIPTION LRF 36'-0" 16'-411. 20 PSF 80 MPH UBC 97 .500 TO 12 COLUMN 1 - 2 AXIAL -ALLOW STRESSES- SHEAR , ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) '(IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 8.00 3.40 10.44 10.44 5.56 0.00 33.00 32.26 33.00 -2.60 23.07 1.00 0.88 1.75 0.05 0.00 0.00 0.05 1 12 2 9.04 3.52 12.07 12.07 -2.42 88.89 43.99 43.00 43.99 -2.06 22.89 0.99 1.00 1.75 0.02 0.17 0.17 0.18 2 12 3 10.08 3.65 13.54 13.54 -2.45 i 177.76 43.99 43.00 43.99 -2.06 21.03 0.98 1.00 1.75 0.02 0.31 0.33 0.34' 2 12 4 11.15 3.78 15.48 15.26 0.28 -243.29 43.99 43.99 40.17 -0.97 14.13 0.97 1.00 1.17 0.00 0.39 0.40 0.40 12 1 5* 12.00 3.88 16.92 16.92 0.23 -267.04 43.99 43.99 40.17 -0.97 13.04 0.97 1.00 1.17 0.00 0.36 0.39 0.39 12 1 ROOF BEAM 2 - 3 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE ; MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB' NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 12.00 3.88 16.92 16.92 0.31 -270.61 43.99 43.99 42.57 4.78 13.04 0.97 1.00 1.02 0.00 0.36 0.38 0.38 12 1 2 13.14 4.02 18.60 18.60 .0.31 -260.95 43.99 43.99 30.93 4.78 11.81 0.96 1.00 1.26 0.00 0.35 0.45 0.46 12 1 3 15.64 4.32 23.37 22.99 0.29 -215.15 43.99 43.99 30.93 3.48 9.80 0.95 1.00 1.26 0.00 0.23 0.30 0.30 12 1 4 18.14 4.62 27.63 27.63 1.07 305.59 33.00 30.56 33.00 1.99 8.38 0.93 1.00 1.22 0.01 0.36 0.36 0.37 1 1 5 19.64 4.80 31.06 30.53 1.05 333.16 33.00 29.98 33.00 1.72 10.27 0.93 1.00 1.04 0.01 0.36 0.33 0.36 1 12 6* 20.17 4.86 32.13 32.13 1.03 332.78 33.00 29.17 33.00 1.72 9.99 0.93 1.00 1.00 0.01 0.35 0.31 0.35 1 12 ROOF BEAM 4 - 3 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS -=COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) '(IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 12.00 3.88 16.92 16.92 0.24 398.48 43.99 42.57 43:99 4.78 13.04 0.97 1.00 1.11 0.00 0.55 0.54 0.55 12 1 2 13.14 4.02 18.60 18.60 0.24 314.37 43.99 42.26 43.99 4.78 11.81 0.96 1.00 1.30 0.00 0.40 0.42 0.41 12 1 3 15.64 4.32 23.37 22.99 1.10 186.60 33.00 31.24 33.00 3.48 9.80 0.95 1.00 1.88 0.01 0.26 0.24 0.26 1 1 4 18.14 4.62 27.63 27.63 1.07 305.59 33.00 30.56 33.00 1.99 8.38 0.93 1.00 1.22 0.01 0.36 0.36 0.37 1 1 5 19.64 4.80 31.06 30.53 1.05 333.16 33.00 29.98.33.00 -1.90 10.27 0.93 1.00 1.04 0.01 0.36 0.33 0.36 1 12 6* 20.17 4.86 32.13 32.13 1.03 332.78 33.00 29.77 33.00 -1.71 9.99 0.93 1.00 1.00'0.01 0.35 0.31 0.35 1 12 F RAM E D E S I G N - C O N T R O L L I N G S T R E S S DATE: 07/11/01 TIME: 10:18 AM CADDS ------------------------------------------- PADDS 35 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL -----------------------------------------=-------------------------- BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5:'72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIV ) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION ------------------- LRF -----36'_0"-----16'_4"-----20 PSF --------------------------------------------------------- 80 MPH UBC 97 .500 TO 12 COLUMN 5 - 4 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR, QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS). AXIAL BENDG BENDG RATIO M V 1* 8.00 3.40 10.44 10.44 5.56 0.00 33.00 32.26 33.00 2.59 23.07 1.00 1.00 1.75 0.05 0.00 0.00 0.05 1 3 2 9.04 3.52 12.07 12.07 -2.42 88.89 43.99 43.00 43.99 1.98 22.89 0.99 1.00 1.75 0.02 0.17 0.17 0.18 3 3 3 10.08 3.65 13.54 13.54 -2.45 177.76 43.99 43.00 43.99 2.49 21.03 0.98 1.00 1.75.0.02 0.31 0.33 0.34 3 12 4 11.15 3.78 15.48 15.26 -3.23 265.42 43.99 42.82 43.99 3.09 18.83 0.97 1.00 1.25 0.02 0.40 0.39 0.41 12 12 5* 12.00 3.88 16.92 16.92 -3.27 379.19 43.99 42.57 43.99 ;1 3.09 17.38 0.97 1.00 1.16 0.02 0.53 0.51 0.53 12 12 THE FLANGE -TO -WEB SHEAR VALUES SHOWN HAVE BEEN ADJUSTED FOR WIND LOAD TO SHOW THE EQUIVALENT LIVE LOAD F R A I M E D E S I G N - W E -L D S U M M A R Y DATE: 07/11/01 TIME: 10:18 AM i CARDS ----------------------------------'-------------------------------------------------------------------------------------- �. PAGE:F 36 ORDER # 074813 BUILDER NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY.WOOD BLDR PHONE # 530- 34-5!72 PROJ NAME ANDERSON BROS. CORP. ENGR GRP Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 16'-4". ------------------------------------------------------------------ 20 PSF 80 MPH UBC 97 .500 TO 12 PART WEB WEB FLG-TO-WE$ FILLET ALLOW CONTROLLING NO. SECT THK STRESS SIZE SHEAR MEMB ANAL LOAD (IN) (KIPS/IN) (KIPS/IN) NO. PT COND OV97282 1 0.120 0.226 1/8 2.620 1 1 12 OV97284 1! 0.120 0.346 1/8 2.620 2 1 1 THE FLANGE -TO -WEB SHEAR VALUES SHOWN HAVE BEEN ADJUSTED FOR WIND LOAD TO SHOW THE EQUIVALENT LIVE LOAD THE CONTROLLING COMBINATIONS SHOWN ABOVE ARE BASED ON THE MAXIMUM TENSION IN THE FLANGES FOR AXIAL PLUS BENDING THE FORCES GIVEN ARE MEMBER FORCES ALONG THE NEUTRAL AXIS n F I N A L F R A M E D E S I.G N - S P L I C E S U M M A R Y DATE: 07/11/01 TIME: 10:18 AM CADDSPAGE:F -------------------------------------------------------------------------------------------------------------------------- 37 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION --------------------------------------------------------------------------------------------------------------------------- LRF 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE LOCATION MEMBER ANALYSIS CONTROLLING AXIAL SHEAR MOMENT NO TYPE MOD SEQ NO. PT. LOAD COMBINATION KIPS KIPS IN-KIPS O1 COLUMN 00 1 1 1 DL + WLL -2.35. 2.62 0.00 DL + WLL', -2.35 2.62 0.00 02 2 5 DL + WLL; -2.53 0.38 238.60 DL + EWP 0.22 -0.65 -267.04 03 COLUMN O1 1 4 1 DL + EWP' i -3.05 1.71 0.00 I DL + EWP -3.05 1.71 0.00 04 2 5 DL + EWP -3.24 3.13 379.19 DL + LL 5.41 -1.03 . -167.13 THE CONTROLLING COMBINATIONS SHOWN ABOVE ARE BASED ON THE MAXIMUM TENSION IN THE FLANGES FOR AXIAL PLUS BENDING THE FORCES GIVEN ARE MEMBER FORCES ALONG THE NEUTRAL AXIS n i F; R A M E D E S I G .N - R E A C T I O N S DATE: 07/11/01 CADDS TIME: 10:18 AM PAGE:F 38 ---------------------------------------------------------------=------------------------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5.72 ;PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) ' (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN.SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 ----------------------------------------------------------------------------------------------------------------------------------- POSITIVE REACTION DIRECTION R H KIPS Horizontal Force to Right V 2---3---4 V KIPS Vertical Force Up +---H / 1 5 Z ## P Delta Analysis Performed ## No. Loading Combination 1H 1V 1 DL + LL Sum H 1.03 5.55 2 DL + WLL 11.09 -2.62 -2.35 3 DL + WLR 2.62 1.64 -0.35 4 DL + EQL/1.4 1.44 -0.04 1.01 5 DL + EQR/1.4 0.51 0.46 1.44 6 PDL+0.70PL+2.80EQL not applicable 7 PDL+0.70PL+2.80EQR not applicable 8 0.85PDL + 2.80EQL not applicable 9 0.85PDL + 2.80EQR not applicable 10 DL +2.80EQL not applicable 11 DL +2.80EQR not applicable 12 DL + EWP 2.60 0.36 ID Load Case 1H 1V, DL DEAD LOAD 0.21 1.23 LL LIVE LOAD 0.82 4.32 WLL WIND LOAD LEFT -2.83 -3.58 WLR WIND LOAD RIGHT 1.43 -1.57 EQ SEISMIC LOAD -0.35 -0.30 SLL MIN SNOW LOAD LEFT 0.41 3.31 SLR MIN SNOW LOAD RIGHT 0.41 1.01 EWP EW WIND PRESSURE 2.39 -0.87 EWS EW WIND SUCTION 2.39 -0.87 PDE P Delta Unit Story S 0.00 -0.44 5H 5V Sum H Sum V -1.03 5.55 0.00 11.09 -1.64 -0.35 -4.26 -2.70 2.62 -2.35 4.26 -2.70 -0.46 1.44 -0.51 2.45 0.04 1.01 0.51 2.45 1.18 -3.05 3.78 -2.70 5H 5V Sum H Sum V -0.21 1.23 0.00 2.45 ,-0.82 4.32 0.00 8.64 :-1.43 -1.57 -4.26. -5.15 t 2.83 -3.58 4.26 -5.15 :-0.35 0.30 -0.70 0.00 -0.41 1.01 0.00 4.32 '.-0.41 3.31 0.00 4.32 i 1.39 -4.28 3.78 -5.15 1.39 -4.28 3.78 -5.15 0.00 { 0.44 0.00 0.00 i F I N A L FRAME DESIGN - S T R E S S S U M M A R Y DATE: 07/11/01 CADDS TIME: 10:18 AM ---------------------------------------------------------------------------------------------------------------------------------- PAGE:F 39 ORDER # 074813 - BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. . ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 ----------------------------------------------------------------------------------------------------------------------------------- DESCRIPTION LRF 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 MEMBER NO: 1 JOINT 1 - 2 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT .WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 14.40 55. 4 3.63 FT 8.00 IN 12.00 IN 5.000 X .250 .120 5.000 X .250 0.399 12 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- --- ALLOWABLE .STRESSES --- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 0.28 -243.29 0.07 -17.35 -15.94 43.99 43:99 40.17 -2.60 23.01 0.113 12 MEMBER NO. 2 ---------------------------------- JOINT 2 - 3 SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. - (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 18.00 55. 5 5.00 FT 12.00 IN 20.18 IN 5.000 X .250 .120 5.000 X .250 0.455 12 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR ------------- - SECT. FORCE MOMENT AXIAL FBO FBI FA i FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 0.31 -260.95 0.08 -15.19 -14.03 43.99 43.99 30.93 4.78 11.81 0.404 1 MEMBER NO. 3 JOINT 4 - 3 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS _. SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 18.00 55. 5 5.00 FT 12.00 IN 20.18 IN 5.000 X .250 .120 5.000 X .250 0.555 12 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA • FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI), (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 0.24 398.48 0.06 23155 23.55 43.99 42.57 43.99 4.78• 11.81 0.404 1 i F I N A L' FRAME DES I ,G N - S T R E S S S U M M A R Y DATE: 07/11/01 CARDS TIME: 10:18 AM PAGE:F 40 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 -------------------------------------------------------=--------------------------------------------------------------------------- MEMBER NO. 4 JOINT 5 - 4 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT ;WEB COMB. STRESS LOAD NO. (FT) STRESS .SEGS SIZE START END OUTER FL. :THK. INNER FL. RATIO COND 1 14.40 55. 4 3.83 FT 8.00 IN 12.00 IN 51.000 X .250 .120 5.000 X .250 0.529 12 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES-.-- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 -3.27 379.19 -0.84 22.42 22.42 43.99 42.57 13.99 3.09 17.38 0.178 12 F R A M E, D E S I G N - J D I N T D E F L E C T I O N S 4H 4V DATE: 07/11/01 DL + LL N -0.027 -0.009 0.000 CADDS TIME: 10:18 AM -------------------------------------------7-------------------=------------------------------------------------------------------- -0.009 2 DL + WLL N 1.689 PAGE:F 41 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL c BLDR ORDER # 01-42 + BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 5307 34-5'72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia EQL/1.4 (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) 5 DESIGN SYSTEM FRAME # 2 DESCRIPTION ----------------------------------------------------------------.------------------------------------------------------------------- LRF 36'-0" 16';-4" 20 PSF 80 MPH UBC 97 .500 TO 12 -0.312 POSITIVE DEFLECTION DIRECTION 12 DL R EWP N -2.500 0.028 -2.505 H INCHES Horiz. Deflection to Right V 2 --- 3 --- 4.1 V INCHES Vertical Deflection Up II I' +---H / 1 5 z ## P Delta Analysis Performed ## No. Loading Combination Cd 2H 2V 3H 3V 4H 4V 1 DL + LL N -0.027 -0.009 0.000 -0.685 0.027 -0.009 2 DL + WLL N 1.689 -0.015 1.680 0.198 1.672 0.020 3 DL + WLR N -1.672 0.020 -1.680 0.198 -1.689 -0.015 4 DL + EQL/1.4 N 0.312 -0.005 0.317 -0.141 0.323 0.001 5 DL + EQR/1.4 N -0.323 0.001 -0.317 -0.141 -0.312 -0.005 12 DL + EWP N -2.500 0.028 -2.505 0.121 -2.511. -0.024 0 i F R A M E D E S I G N - M E M B E R D E F L'E C T I O N'S DATE: 07/11/01 CADDS TIME: 10:18 AM ----------------------------------------------------------------------------------------------------------------------------------- PAGE:F 42 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION ----------------------------------------------------------------------------------------------------------------------------------- LRF 36'-0" 16'-4" 20 PSF, 80 MPH UBC 97 .500 TO 12 POSITIVE DEFLECTION DIRECTION R H INCHES Horizontal to the Right V +-2-+-3-+ i V INCHES Vertical Up +---H 1 4 Z MAXIMUM MEMBER DEFLECTIONS MEMBER 1H MEMBER 2V MEMBER 3V MEMBER 4H No. Loading Combination PT DEFL PT DEFL PT DEFL PT DEFL 1 DL + LL 3 -0.172 7 -0.685 7 -0.685 3 0.172 2 DL + WLL 6 1.689 7 0.198 3 0.257 6 1.672 3 DL + WLR 6 -1.672 3 0y257 7 0.198 6 -1.689 4 DL + EQL/1.4 6 0.312 4 -0.146 7 -0.141 6 0.323 5 DL + EQR/1.4 6 -0.323 7 -0!141 4 -0.146 6 -0.312 12 DL + EWP 6 -2.500 3 01.284 h 3 -0.143 6 r -2.511 i 1 SPAN 1 = 36.000 FT. -R OV97284 0 0 V V 9 9 7 7 2 2 8 8 2 2 1 FINAL FRAME DESIGN - F R A M E L A Y O U T DATE: 07/11/01 CADDS TIME: 10:18 AM ------------------------------------------- r------------------------ ORDER ## 074813 BUILDER - NORTH VALLEY READY BUIL -------------- BLDR ORDER # --------- 01-42 ------- ----- ---------------------- - - - - -- BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5.72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) .(LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 --------------------------------------------------------- DESCRIPTION LRF 36'-0" 16'•-4" -------------`------------------------------------------------------------ 20 PSF 80 MPH UBC 97 .500 TO 12 LEFT SIDE RIGHT SIDE SLOPE (P/12.) = 0.500 SLOPE (P/12.) = 0.500 DIST: TO RIDGE = 18.000 FT. DIST. TO RIDGE = 18.000 FT. COLUMN OFFSET = 8.000 IN. CO1UMN OFFSET = 8.000 IN. GIRT DEPTH 8.000 IN. GIRT DEPTH = 8.000 IN. PURLIN DEPTH = 8.000 IN. (PURLIN UNINSULATED) PURLIN DEPTH 8.000 IN. SPAN WIDTHS (LEFT TO RIGHT) SPAN 1 = 36.000 FT. -R OV97284 0 0 V V 9 9 7 7 2 2 8 8 2 2 1 S P; L I C E D E S I G N i - C O N T E N T S DATE: 07/11/01 ; CADDS TIME: 10:18 AM ----------------------------------------- --;------------------- ----------------------------------------------------------- - ------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ------------------------------------------- ANDY WOOD BLDR --------------------------------------------- PHONE # 530- 34-5.72 PROJ NAME - ANDERSON BROS. ------------------------------------------- CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) (UNIT) (FRAMELINES) PAGE NO. DESIGN FRAME # 1 EWDS 36'-0" 16'-4": 20 PSF 80 MPH UBC 97 .50 TO 12 1 FEW,REW -------- -- 1 DESIGN FRAME # 2 LRF 36'-0" 16'-4"; 20 PSF 80 MPH UBC 97 .50 TO 12 1 01,02,03 -48 RUN OPTIONS AND INFORMATION SOURCING PLANT 04 - VISALIA QUANTITY OF LIKE FRAMES 02 STRESS RATIO LIMIT 1.030 S P L I C E D E S I G N - C O V E•R S H E E T DATE: 07/11/01 CADDS TIME: 10:18 AM ------------------------------------------------------=---R-------------------------------------------------- BOLT LOADS / ALLOWABLES PAGES 2 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDE # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH). (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 RUN OPTIONS AND INFORMATION SOURCING PLANT 04 - VISALIA QUANTITY OF LIKE FRAMES 02 STRESS RATIO LIMIT 1.030 OV97274 02 Full Optimization Design w/ Combined Welds REPORTS SELECTED COVER SHEET BOLT LOADS / ALLOWABLES SIGN CONVENTIONS LAYOUT SKETCH APPLIED LOADS SUMMARY FLANGE / WEB PLATE INFORMATION PART DIMENSIONS j WELD INFORMATION BOLTS / SPLICE PLATE INFORMATION SPLICES SELECTED SPL MEMB SEQ Connection I GROUP INFORMATION; ASSEMBLY INFORMATION NUM NUM NUM -Description NUM i Connection Plate Op t I NUM Stiffener Opt Weld Opt --- --- --- -------------------- + ---- -------------------- '------- + ------- -- ----------------- ---------------------_-- 1 01 1 Pinned Base Plate 1 ;Analysis Only OV97270 01 Full Optimization- Design w/ Combined Welds - 2 01 2 Knee Splice 3 loptimization w/ Std'Plates I. OV97270 02 Full Optimization %Design w/ Combined Welds j OV97272 01 Full Optimization Design w/ Combined Welds 3 03 1 Pinned Base Plate 5 iAnalysis Only ! OV97276 01 Full Optimization Design w/ Combined Welds 4 03 2 Int. Col. to Roof Bm 6 ilOptimization w/ Std :Plates OV97276 02 Full Optimization Design w/ Combined Welds OV97274 03 Full Optimization Design w/ Combined Welds 5 05 1 Pinned Base Plate 1 :Analysis Only OV97270 01 Full Optimization Design w/ Combined Welds 6 05 2 Knee Splice 3 ;Optimization w/ Std Plates OV97270 02 Full Optimization Design w/ Combined Welds :I OV97272 01 Full Optimization Design w/ Combined Welds 7 02 1 Intermediate Roof Bm 7 ;Optimization w/ Std Plates OV97272 02 Full Optimization Design w/ Combined Welds OV97274 01 Full Optimization Design w/ Combined Welds 8 04 1 Intermediate Roof Bm 7 ;Optimization w/ Std Plates OV97272 02 Full Optimization Design w/ Combined Welds OV97274 02 Full Optimization Design w/ Combined Welds P A R T. D I M E N S I O N S Column Sidewall Endwall Dimensions at Connection Flg. to Flg. Dimension 12.000" Offset from Structure Line 8.000" 6.000" Adjacent Depth Change Information Distance to Depth Change 141- 4.823" Flg. to Flg. Dimension 12.000" Adj. Pl. Angle (Degrees) 0.000 S P L I C E ID E S I G N - A P P L I E D L G A D S S U M M A R Y DATE: 07/11/01 TIME:'10:18 AM CADDS PAGE:S 3 ORDER BLDR # 074813 BUILDER NORTH VALLEY READY BUIL CONTACT - ANDY WOOD ----------------------------------------------------- BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR PHONE # 530- 34-5'72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia DESIGN SYSTEM FRAME # (TYPE) DESCRIPTION EWDS (WIDTH) (HEIGHT) (LIVE) 36'-0" (WIND) (CODE/YEAR) (SLOPE) SPLICE .1 # 01 TYPE Pinned Base 16'-4" Plate 20 PSF SUBTYPE 80 MPH UBC 97 .500 TO 12 ----------------- --------------- No Ext Corner ------------------------ - S Nuts --------------- LOAD DESCRIPTION DESIGN AXIAL SHEAR X SHEAR Y STRESS MEMBER ----------- NO -------------------- CATEGORY (kips) (kips) (kips) FACTOR STRENGTH 1 DL + LL Std Des 1:84 -0.12 0.00 1.00 N 2 DL + WLL Std Des -0:65 1.22 0.00 1.33 N 3 DL + WLR Std Des 0:39 -0.96 0.00 1.33 N 4 DL + EQL/1.4 Std Des 0.35 0.11 0.00 1.33 N 5 DL + EQR/1.4 Std Des 0.57 -0.16 0.00 1.33 N 6 PDL+0.70PL+2.80EQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 7 8 PDL+0.70PL+2.80EQR Axial C Category 3 Load Combination - Does not apply to Splice Design. 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 9 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 10 DL +2.80EQL Conns Category 2 Load Combination - Does not apply to this Splice Type. 11 DL +2.80EQR Conns Category 2 Load Combination - Does not apply to this Splice Type. 12. DL + EWP Std Des -0.26 -0.46 0.00 1.33 N 13 DL + EWS Std Des -0:26 -0.46 O.Ob 1.33 N P A R T. D I M E N S I O N S Column Sidewall Endwall Dimensions at Connection Flg. to Flg. Dimension 12.000" Offset from Structure Line 8.000" 6.000" Adjacent Depth Change Information Distance to Depth Change 141- 4.823" Flg. to Flg. Dimension 12.000" Adj. Pl. Angle (Degrees) 0.000 S P L I C E D E S I G N - B O L T S/ S P L I C E. P L A T E DATE: 07/11/01 CADDS TIME: 10:18 AM ---------------7------------------------------------------------------------------------------------------------------------------- PAGE:S 4 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 01 TYPE Pinned Base -------------------------------------------`----------------------------------7----------------------------------------------------- i Plate SUBTYPE No Ext Corner - S Nuts S P L I C E P L A T E PLATE TYPE STANDARD PART NUMBER 0042853 ORIENTATION NORMAL i PLATE WIDTH 8.00011. PLATE LENGTH 12.50011i PLATE THICKNESS 0.50011; PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 0.000"! DESIGN STRESS RATIO 0.0211 CONTROLLING COND. 1 1 CONTROLLING LOCATION Cat. 2 Compression B O L T I N F O R M A T I O N BOLT DIAMETER 0.750" BOLT'GAGES - INNER: 4.000" BOLT TYPE A307 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW OUTER 1 2 3.000" ` OUTER 2 2 7.000" 4.00011, i C O N C R E T E S T R E S S!E S MIN. DESIGN FOOTING SIZE 145.000 ( In**2 ) CONCRETE STRENGTH 3.000 KSI CONTROLLING LOAD GOND. NUMBER 1 ACTUAL ULTIMATE CONCRETE STRESS 0.029 KSI FACTORED ULT. ALLOW. CONCRETE STRESS 1.842 KSI CONCRETE STRESS RATIO 0.016 S P L I C E D E S I G N - B O L T L O A D S / A L L O W A B L E S DATE: 07/11/01 CADDS TIME: -------------------------------------------'---------------------------------------------------------------------------------------- 10:18 AM PAGE:S 5 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 16'-4" 20 PSF 80 MPH UBC- 97 .500 TO 12 .SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 01 TYPE : Pinned Base Plate SUBTYPE : No Ext Corner - S Nuts B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi)., (Ksi) COLUMN SIDE 1 Total Section is in Compression 0.000 10.000 0.000 20.000 2 0.161 0.161 0.687 13.329 0.365 26.659 3 Total Section is in Compression 0.433 13.329 0.000 26.659 4 Total Section is in Compression 0.000 13.329 0.000 26.659 5 Total Section is in Compression 0.000 13.329 0.000 26.659 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice 9 Category 4 ,Design. Load Combination - Does not apply -to Splice Design. 10 Category 2 Load Combination - Does not apply to this Splice Type. 11 Category 2 Load Combination - Does not apply to this Splice Type. 12 0.065 0.065 0.258 13.329 0.147 26.659 13 0.065 0.065 0.258 13.329 0.147 26.659 r i i � OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 -+---------- 3.000": 4.000"i 12.000" 5.500" I _1_ -+=--'---------- +- 4.000"-+ FFFFFFFFFFFFFFFFFFFFFFF W o W o W W W o W o W W W W W W W" W W W W W W W W W W W W W W W W W W W W W W W W W W FFFFFFFFFFFFFFFFFFFFFFF ----=------------------ S P L I C E D E S I G N - L,A Y O U T S K E T C H DATE: 07/11/01 TIME: 10:18 AM CARDS -------------------------------------------=------------------------------------------------------------=---------PAPP--PAGE------- PAGES 6 ORDER # 074613 BUILDER NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 .PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 16'=4" 20 PSF 80 MPH UBC 97 TO 12 SPLICE # 01 --7--------------------------------------------------------------------------------------------------------------- TYPE Pinned Base Plate SUBTYPE No Ext Corner .500 - S Nuts SPLICE PLATE 0042853 COLUMN BOLTS: 0.750" DIA A307 NO WASHERS 8.000" X 12.500" X 0.500" OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 -+---------- 3.000": 4.000"i 12.000" 5.500" I _1_ -+=--'---------- +- 4.000"-+ FFFFFFFFFFFFFFFFFFFFFFF W o W o W W W o W o W W W W W W W" W W W W W W W W W W W W W W W W W W W W W W W W W W FFFFFFFFFFFFFFFFFFFFFFF ----=------------------ S P L I C E D E S I G N - F L A N G E A N D W E B P L A T E I N F O R M A T I O N DATE: 0.7/11/01 TIME: 10:18 AM CADDS --------------------------------------------------------------------------------------------------------------------=-------------- PAGES 7 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 • BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION. EWDS' 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 01 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Pinned Base Plate SUBTYPE No Ext Corner - S Nuts F L A N G E P L A T E S ----------_ MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION COMPRESSION CSR LOAD T X W X L . EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE OUTER 1 Main Flange 0.250 X 5.000 I ;0.000 0.07 43.99 0.47 49.50 0.009 1 INNER 1 Main Flange 0.250 X 5.000. 0.500 0.02. 43.99 0.47 49.50 0.009 1 W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- DESCRIPTION PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- F Inches -------------- (Ksi) (Ksi) ' (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE Main Web 0.120 0.83 29.33 0.49 43.99 0.47 49.50 0.028 2 W E L D I N F O R M A T I O N COLUMN SIDE I F LAN G E P LAT E S DESCRIPTION FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH i ---- FILLET ---- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) COND OUTER 1 Main Flange Flange to Splice Plate 1/8" 0.00 1.86 0.000 1 INNER 1 Main Flange Flange to Splice Plate 1/8" 0.00 1.86 0.000 1 i W E L D I N F O R M A T I O N COLUMN SIDE , W E B P L A T E S DESCRIPTION ---------'---------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- LENGTH - ---- FILLET --- !---------- PENETRATION --------- • TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND Main Web Web to Splice Plate 1/8" 1/8" 9 0.06 0.10 5.85 0.020 2 S P L I C E D E S I G N - A P P L I E D L O A D S S U M M A R Y DATE: 07/11/01 CADDS TIME: 10:18 AM PAGES 8 ------------------------------------------- --------------------------------------------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 16•.-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 02 TYPE : Ext Col - Roof Beam Knee SUBTYPE : O/I Extens Flg -----------------------------------------------------------------------------I----------------------------------------------------- LOAD DESCRIPTION DESIGN AXIAL SHEAR MOMENT STRESS MEMBER NO CATEGORY (kips) (kips) (in -k),. FACTOR STRENGTH -----------------------------------------------------= ------ ---'----- 1 DL + LL Std Des 1.68 -0.12 -21.42 1.00 N 2 DL + WLL Std Des -0.84 0.06 103.17 1.33` N 3 DL + WLR Std Des 0.24 -0.25 -99.84 1.33 N 4 DL + EQL/1.4 Std Des 0.19 0.09 17.64 1.33 N 5 DL + EQR/1.4 Std Des 0.42 -0.14 -25.46 1.33 N 6 PDL+0.70PL+2.BOEQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 7 PDL+0.70PL+2.80EQR Axial C Category 3 Load Combination - Does not apply to Splice Design. 8 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 9 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 10 DL +2.80EQL Conns -0.18 0.43 79.91 1.70 Y 11 DL +2.BOEQR' Conns 0.75 -0.47 -87.73 1.70 Y 12 DL + EWP Std Des -0.46 0.55 14.05 1.33 N 13 DL + EWS Std Des -0.46 0.55 14.05 1.33 N P A R T D I M E N S I O N S i Column Roof Beam Dimensions at Connection Flg. to Flg. Dimension 12.000" 12.000" Part Slope 0.500 TO 12 Conn. Plate Angle (Degrees) 2.386 2.386 Offset from Structure Line i 8.000" 0!.125" Main Flange Dimensions Outer Flange Width i 5.000" Thickness 0.250" Inner Flange Width 5.000" Thickness 0.250" Adjacent Depth Change Information Distance to Depth Change 141- 4.823" 111- 4.500" Flg. to Flg. Dimension 12.000" 12.000" Adj. P1. Angle (Degrees) 0.000 0.000 r W E B S H E A R NO STIFFENERS ARE REQUIRED FOR WEB SHEAR S P L I C E D E S I G N - B O L T S / :S P L I C E. P L A T E DATE: 07/11/01 CARDS TIME: 10:18 AM ------------------ PAGES .9 ORDER # 074813 BUILDER•- --------------------------------------------------------------------------------------- NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5'72 PROJ NAME - ANDERSON.BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 16!•-4" 20 PSF 80 MPH UBC' 97 .500 TO 12 SPLICE # 02 ---------------------------------------------------------------=------------------------------------- TYPE Ext Col - Roof Beam Knee (. SUBTYPE : O/I Extens ----------------------------- Flg S P L I C E P L A T E COLUMN SIDE ROOF -BEAM SIDE PLATE TYPE STANDARDFLANGE PLATE PART NUMBER 00428671 .i ORIENTATION NORMAL A PLATE WIDTH 6.00011i 5.000" PLATE LENGTH 16.75011i PLATE THICKNESS 0.375", 0.250" PLATE YIELD STRESS 55.00 KSI 55.00 KSI PLATE OFFSET 2.375" DESIGN STRESS RATIO 0.190 0.328 CONTROLLING GOND. 2 2 CONTROLLING LOCATION Inner Flig 2 Inner Row 1 B O L T I N F O R M A T I O N BOLT DIAMETER 0.625" BOLT GAGES - INNER': 2.750" BOLT TYPE A325 WASHERS NO BOLT #. BOLTS DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 1.125" INNER 2 2 4.125" 3.000" OUTER 2 2 4.125" 3.000"• INNER 1 2 1.125" W E B S H E A R NO STIFFENERS ARE REQUIRED FOR WEB SHEAR S P L I C E D E S I G N - B O L T 'L O A D S / A L L O W A B L E S DATE: 07/11/01 CARDS TIME: ------------------------------ 10:18 AM PAGE:S 10 ORDER # 074813 ----------------------------------------------------------------------------------------------------- BUILDER NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5'72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" .16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 02 TYPE : Ext Col - Roof Beam Knee. SUBTYPE : O/I Extens Flg B O L T L'O.A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------=----------------------- (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE 1 0.376 0.174 0.000 0.000 0.079 21.000 1.225 43.999 2 0.000 0.000 1.798 2.831 0.038 27.992 9.229 58.651 3 2.613 1.622 0.000 0.000 0.103 27.992 8.518 58.651 4 0.000 0.000 0.269 0.443 0.034 27.992 1.446 58.651 5 0.624 0.374 0.000 0.000 0.063 27.992 2.035 58.651 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does, not apply to Splice Design. 8 Category 4 Load Combination - Does, not apply to Splice Design. 9 Category 4 Load Combination - Does, not.apply to Splice Design. 10 0.000 0.000 1.337 2.134 0.176 23.204 6.957 56.098 11 2.234 1.367 ' 0.000 0.000 0.204 23.204 7.281 56.098 12 0.000 0.000 i 10.281 0.424 0.230 27.992 1.382 58.650 13 0.000 0.000 0.281 0.424 0.230 27.992 1.382 58.650 !B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) ROOF BEAM SIDE i 1 0.338 0.167 0.000 0.000 0.021 21.000 1.104 43.999 2 0.000 0.000 ! 1.788 2.715 0.010 27.992 8.852 58.651 3 2.494 1.608 0.000 0.000 0.095 27.992 8.129 58.651 4 0.000 0.000 0.267 0.422 0.041 27.992 1.377 58.651 5 0.590 0.369 0.000 0.000 0.049 27.992 1.926 58.651 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 0.000 0.000 1.332 2.045 0.170 23.204 6.668 56.098 11 2.123 1.351 0.000 0.000 0.179 23.204 6.920 56.098 12 0.000 0.000 0.285 0.416 0.215 27.992 1.356 58.650 13 0.000 0.000 0.285 0.416 0.215 27.992 1.356 58.650 i S P L I C E D E S I G N - L A Y O U T S K E T C H DATE: 07/11/01 CADDS TIME: 10:18 AM = PAGE:S 11 --------------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL ---------- -------------------- BLDR ORDER # 01-42 --------- ------------------- BLDR ACCOUNT --------------- # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5;72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 161.-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 02 ------------------------------------------- TYPE : Ext Col - Roof Beam Knee ` -------------------------- SUBTYPE : ------------------------------------------------------------- 0/I Extens - II Flg SPLICE PLATE 0042867 ` COLUMN SIDE.--> i <-- ROOF BEAM SIDE BOLTS: 0.625" DIA A325 NO WASHERS 6.000" X 16.750" X 0.375" USE EXIST. FLG.: 5.000" X.0.250" +- 2.750"-+ -+---`------+--- -------=-------------"v------- ---+- 1.125" I W i 2.375" W 2.375" -+--- o W o W OUTSIDE FLANGE 3.000", FFFFFFFFFFFFMSMSMSMSMSM MAIN STIFFENER 0042872 0.250 X 5.000 I W 0.250 X 2.500 X 11.000 NS/FS -+--- O W o W W W W W W W W W W W W 12.010" W 12.000" MAIN WEB 8.500" W MAIN WEB 0.120 W 0.120 W W W W W W W W W W W i W -+'-- O W O W INSIDE FLANGE 3.0006 FFFFFFFFFFFFMSMSMSMSMSM MAIN STIFFENER 0042872 0.250.X 5.000 _ I j W _ 0.250 X 2.500 X 11.000 NS/FS -+--= o W o 1.125!! W -I --'---------- --------------W------- v------- G E A N D W E B P L A T E I N F O R M A T I O N DATE: 07/11/01 TIME: 10:18 AM CADDSPAGE:S --------------- ---------------------------------------------------------------------------------------------------- 12 - ORDER # 074813 BUILDER NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP. - Visalia. (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND)' (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 16'-411- 20 PSF 80 MPH UBC 97 TO 12 SPLICE # 02 ------------------------------------------------------------------------------------------------------------------------------- TYPE Ext Col - Roof Beam Knee SUBTYPE : 0/I Extens .500 Flg F L A N G E P L A T E S ' ----------_ MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION COMPRESSION CSR LOAD tT X W X L EDGE ACT. ALLOW ACT. ALLOW COND -1------ Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN_ SIDE OUTER 2 Main Flange 0:250 X 5.000 2.375 5.16 43.99 5.51 65.98 0.117 3 INNER 2 Main Flange 0:250 X 5.000 2.365 5.60 43.99 5.62 65.98 0.127 2 ROOF BEAM SIDE OUTER 2 Main Stiffener 0042872 0:250 X 2.500 X 11.000 .2.375 3.04 43.99 4.38 65.98 0.069 3 INNER 2 Main Stiffener 0042872 0:250 X 2.500 X 11.000 2.375 3.33 43.99 4.50 65.98 0.076 2 W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- DESCRIPTION PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T i X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ----=-------- Inches -------------- (;Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE Main Web 0.120 0.41 29.33 5.25 43.99 5.48 65.98 0.119 2 ROOF BEAM SIDE Main Web 0.120 6.04 23.58 9.05 43.99 6.90 65.98 0.256 2 W E L D I N F O R M A T I O N COLUMN SIDE F L A N G E P L A T E,S DESCRIPTION FULL -------------------WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ---- --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) COND OUTER 2 Main Flange Flange to Splice Plate YES 3/16" 3/16" 1.32 11.00 0.120 3 INNER 2 Main Flange Flange to Splice Plate YES 3/16" 3/16" ' 1.43 11.00 0.130 2 S P L I C'E D E S I G N - W E L D I N F O R M A T I O N DATE: 07/11/01 CADDS TIME: 10:18 AM PAGES 13 -----------------------------------------------------------------------------1----------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5,72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 02 --------------------------- TYPE Ext Col =------------------ - Roof Beam KneeSUBTYPE O/I Extens ----------------------------------------------------------- Flg ------------- --------- ---- W E L D I N F O R M A T I O N COLUMN SIDE W.E B P L A T E S DESCRIPTION -----------------------=- WELD SIZE -----=------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET --- '--------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND Main Web Web to Splice Plate 1/8" 1/8" 0.63 7.42 0.085 2 W E L D I N F O R M A T I O N ROOF BEAM SIDE F L A N G E P L A T E S DESCRIPTION. FULL ----------------- 7- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face. Win) Win) Win) COND OUTER 2 Main Stiffener Stiffener to Inner Flg 1/8" 1/8" I 0.75 7.42 0.102 .3 Stiffener to Web Plate 1/8" 0.24 2.47 0.101 2 INNER 2 Main Stiffener i Stiffener to Inner Flg 1/8" 1/8" 0.83 7.42 0.112 2 Stiffener to Web Plate .1/8" 0.25 2.47 0.103 3 W E L D I N1.1F 0 R M A T I 0 N ROOF BEAM SIDE W E B �.P L A T E S DESCRIPTION ------------------------ WELD SIZE ------------------------- --------- MAXIMUM STRESSES -------- - LENGTH;- ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND Main Web Web to Inner Flange 17.000" 1/8" 1/8" 1.14 0.63 6.98 0.187 2 Column Dimensions at Connection Flg, to Flg. Dimension 8.000" Offset from Structure Line 1.000" Adjacent Depth Change Information Distance to Depth Change 14'-10.510" Flg. to Flg. Dimension 8.000" Adj. Pl. Angle (Degrees) 0.000 S P L I C E D E S I G N - A P P L I E D L O A D S S U M M A R Y DATE: 07/11/01 I CADDS TIME: ------------------------------------------- 10:18 AM -------------------------------- ( PAGE:S 14 ORDER # 074813 1BUILDER - NORTH VALLEY READY BUIL • ' -------------------------------------------------------- BLDR ORDER # 01-42. BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5'72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEI,GHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 161,-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 03 ------------------------------------------- TYPE Pinned Base ',-------------------- Plate =-------------------------------------------------------------------- SUBTYPE No Ext EWI Pin - S Nuts LOAD DESCRIPTION DESIGN AXIAL SHEAR X SHEAR Y. STRESS MEMBER NO ---- -------------------- CATEGORY -------- (kips) ----- --------- (kips) (kips), ------- FACTOR STRENGTH ------ -------- 1 DL + LL Std Des i 4.08 0.00 0.00 1.00 N 2 DL + WLL Std Des -0.52 0.00 0.00' 1.33 N 3 DL + WLR Std Des -0.52 0.00 0.00 1.33 N 4 DL + EQL/1.4 Std Des 0.93 0.00 0.00 1.33 N 5 DL + EQR/1.4 Std Des 0.93 0.00 0.00 1.33 N 6 PDL+0.70PL+2.80EQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 7 PDL+0.70PL+2.80EQR Axial C Category 3 Load Combination - Does not apply to Splice Design. 8 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 9 0.85PDL + 2.80EQR Axial T Category 4 Load Combination,- Does not apply to Splice Design. 10 DL +2.80EQL Conns Category 2 Load Combination - Does not apply to this Splice Type. 11 DL +2.80EQR Conns Category 2 Load Combination - Does not apply to this Splice Type. 12 DL + EWP Std Des -0.26 0.58 0.00 1.33 N 13 DL + EWS Std Des .-0.26 -0.51 0.00 .1.33 N P A R T D I M E N S I O N'S Column Dimensions at Connection Flg, to Flg. Dimension 8.000" Offset from Structure Line 1.000" Adjacent Depth Change Information Distance to Depth Change 14'-10.510" Flg. to Flg. Dimension 8.000" Adj. Pl. Angle (Degrees) 0.000 S P DATE: 07/11/01 L I C E D E S I G N - B O L T S / S P L I C E P L A T E TIME: 10:18 AM CARDS - ------------------------------------------------ " ----------- PAGE:S 15 - ORDER # 074813 BUILDER NORTH VALLEY READY BLDR CONTACT - ANDY WOOD BUIL ----------------------------------------------------------- BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia DESIGN SYSTEM FRAME # 1 DESCRIPTION (TYPE) EWDS (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) SPLICE # 03 TYPE Pinned Base 36'-0" Plate 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 ---------------------------------------------------------------------- SUBTYPE : No Ext EWI Pin - S Nuts S P L I C E P L A T E PLATE TYPE STANDARD PART NUMBER 0044051 ORIENTATION NORMAL PLATE WIDTH 9.000" PLATE LENGTH 9.000" PLATE THICKNESS 0.500" PLATE YIELD STRESS 55.00 KSI PLATE.OFFSET 0.500" DESIGN STRESS RATIO 0.091 CONTROLLING COND. 1 CONTROLLING LOCATION Cat. 2 Compress -ion B O L T Ii N F O R M A T I O N' BOLT DIAMETER 0.750" j BOLT GAGES - INNER: 4.000" BOLT TYPE A307 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 2.500" INNER 1 2 2.500" C O N C R E T E S T R ES SIE S MIN. DESIGN FOOTING SIZE : 121.000 ( In*. *2 ) CONCRETE STRENGTH 3.000 KSI CONTROLLING LOAD COND. NUMBER i 1 ACTUAL ULTIMATE CONCRETE STRESS 0.081 KSI FACTORED ULT. ALLOW. CONCRETE STRESS 1.870 KSI CONCRETE STRESS RATIO 0.043 S P L I C E D E S I G N - B O L T L O A D S / A L L O W A B L E S DATE: 07/11/01 CADDS TIME: ------------------------------------------- 10:18 AM PAGE:S 16 ORDER # 074813 ------------------------------------------------------------------- BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5,72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE). DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 16',-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE -------------------------7--------------------------------------------------------------------------------------------------------- # 03 TYPE : Pinned Base Plate SUBTYPE : No Ext EWI Pin - S Nuts B O L T L O A D S;/ A L L O W A B L.E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE 1 Total Section: is in Compression 0.000 10.000 0.000 20.000 2 0.130 - 0.130 0.000 13.329 0.296 26.659 . 3 0.130 0.130 0.000 13.329 0.296 26.659 4 Total Section is in Compression 0.000 13.329 0.000 26.659 5 Total Section is in Compression 0.000 13.329 0.000 26.659 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Category 2 Load Combination - Does not apply to this Splice Type. 11 Category 2 Load Combination - Does not apply to this Splice Type. 12 0.064 0.064 0.327 13.329 0.145 26.659 13 0.064 0.064 0.287 13.329 0.145 26.659 S P L I C E D E S I G N L'A Y O U T S K E T C H DATE: 07/11/01 I CADDS TIME: 10:18 AM PAGE:S 17 ---------------------------------7-------------------------------------------------------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5,72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 03 TYPE Pinned Base Plate SUBTYPE No Ext EWI Pin - S Nuts -------------------------------------------'---------------------------------------------------------------------------------------- SPLICE PLATE 0044051 ( COLUMN BOLTS: 0.750" DIA A307 NO WASHERS 9.000" X 9.000" X 0.50.0" I OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB 0.120 0.5001, ----+---:------i 2.500"; i I i 4. 0 8.! 2.500" INSIDE FLANGE I _ 0.250 X 5-000-+--------- +- 4.000"-+ FFFFFFFFFFFFFFFFFFFFFFF W 0 W o W W W W W W W W W W W W W W W W 5001, W W W W W W W W . W W W W W W W W W W W 0 W o W FFFFFFFFFFFFFFFFFFFFFFF ---------------------- I-------- S P L I C E D E S I GAN - F L A N G E A N D W E B P L A T E I N F O R M A T I O DATE: 07/11/01 N TIME: 10:18 AM CADDS ------------------------------------------------------------------------------------------------------------------ PAGES 18 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530--34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 16.'-4" 20 PSF 80 MPH UBC 97 TO 12 SPLICE # 03 TYPE Pinned Base Plate ---------------------------------------------------------------------------------- SUBTYPE No Ext EWI Pin .500 - S Nuts F L A N G E P L A T E S LOCATION DESCRIPTION PART NO. SIZE DIST FROM ----------_ MAXIMUM STRESSES - TENSION COMPRESSION ----------- CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE OUTER 1 Main Flange INNER 1 Main Flange 0.250 X 5.000 0.250 0.500 0.11 43.99 1.20 49.50 0.024 1 X 5.000 i 0.5.00 0.11 43.99 1.20 49.50 0.024 1 W E B P L A T E S DESCRIPTION PART NO. SIZE ------------------ MAXIMUM STRESSES ------------------- -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE Main Web 0.120 0.64 29.33 0.27 43.99 1.20 49.50 0.024 1 W E L D I N F O R M A T I O N COLUMN SIDE FL A N G E P L A T EIS DESCRIPTION FULL ------- - --------- WELD SIZE ----- - MAXIMUM STRESSES -------- STRENGTH ---- FILLET ---- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR .LOAD Out Face In Face Out Face In Face Win) Win) Win) COND OUTER 1 Main Flange Flange to Splice Plate 1/8" 0.02 3.71 0.008 2 INNER 1 Main Flange Flange to Splice Plate ( 1/811.0.•02 3.71 0.008 2 i W E L D I N F O R M A T I O N COLUMN SIDE W E B , P L A T E S DESCRIPTION -------------------- WELD SIZE -------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET ------------ PENETRATION ---------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND Main Web Web to Splice Plate 1/8" 1/8" 0.02 0.08 5.17 0.015 12 Dimensions at Connection Flg. to Flg. Dimension Part Slope Conn. Plate Angle (Degrees) Offset from Structure Line Main Flange Dimensions Outer Flange Width Thickness Inner Flange Width Thickness Adjacent Depth Change Information Distance to Depth Change Adj. P1. Angle (Degrees) 12.000" 1 8.000" 14.490" 0.500 TO 12' 0.000 6.000" 1.000" 5.000" 0.250" 5.000" 0.250" 5'- 0.000" 01- 0.000" 0.000 0.000 S P L I r C E D E S I G N - A P P L I.E D L O A D S S U M M A R Y DATE: 07/11/01 CADDS TIME: 10:18 AM PAGES 19 ------------------------- ORDER ----------------- # 074813 BUILDER - NORTH -=--------------------------------------------------------------------------------------- VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72- PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 04 -------------------------------------------=-------------------=-------------=----------------------------------------------------- TYPE : Interior Col to Roof Bm SUBTYPE EW Post Shim Cap w/ Stiff LOAD DESCRIPTION DESIGN i AXIAL SHEAR X SHEAR Y. STRESS MEMBER NO ---- -------------------- CATEGORY -------- (kips) ----- --------- (kips) (kips) ------- FACTOR STRENGTH ------ -------- 1 DL + LL Std Des i 3.95 0.00 0.00 1.00 N 2 DL + WLL Std Des -0.;70 0.00 0.06 1.33 N 3 DL + WLR Std Des -0.70 0.00 0.00 1.33 N 4 DL + EQL/1.4 Std Des 0.80 0.00 0.00 1.33 N 5 DL + EQR/1.4 Std Des 0.80 0.00 0.00 1.33 N 6 PDL+0.70PL+2.80EQL Axial C Category 3 Load Combination - Does not a¢ply to Splice Design. 7 PDL+0.70PL+2.80EQR Axial C Category 3 Load Combination - Does not apply to Splice Design. 8 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 9 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 10 DL +2.80EQL Conns 0..80 0.00 0.00 1.70 Y 11 DL +2.80EQR Conns 0.80 0.00 0.00 1.70 Y 12 DL + EWP Std Des -0.44 -0.95 0.00 1.33 N 13 DL + EWS Std Des -0.44 0.83 0.00 1.33 N P A R T D I,.M E N S I O N..S Lower End Interior Upper Dnd Roof Beam Column Roof Beam Dimensions at Connection Flg. to Flg. Dimension Part Slope Conn. Plate Angle (Degrees) Offset from Structure Line Main Flange Dimensions Outer Flange Width Thickness Inner Flange Width Thickness Adjacent Depth Change Information Distance to Depth Change Adj. P1. Angle (Degrees) 12.000" 1 8.000" 14.490" 0.500 TO 12' 0.000 6.000" 1.000" 5.000" 0.250" 5.000" 0.250" 5'- 0.000" 01- 0.000" 0.000 0.000 BOLT DIAMETER BOLT TYPE WASHERS B O L T IN F O R M A T I O N 0.625" BOLT GAGES - INNER': 3.000" A325 NO BOLT # BOLTS DIST FROM ROW IN ROW EDGE OUTER 1 2 3.625" DIST FROM BOLT # BOLTS PREV ROW ROW IN ROW INNER 1 2 i Y DIST FROM DIST FROM EDGE PREV ROW 1.625"• a ..S P L I C E D E S I G N - B O L T S / S P L I C E P L A T E DATE: 07/11/01 CADDS TIME: 10:18 AM ! ------------------------------------- PAGE:S 20 ----------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY -------------------------•---------------- BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5'.72 PROJ•NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 04 ----------------------------------------------------------------'------------------------------------------------------------------- TYPE : Interior Col to Roof Bm SUBTYPE EW Post Shim Cap w/ Stiff S P L I C E P L A T E COLUMN SIDE ROOF BEAM SIDE PLATE TYPE CUSTOM FLANGE PLATE PART NUMBER OV97276-02 ORIENTATION NORMAL PLATE WIDTH 6.000" 5.000" PLATE LENGTH 8.000". PLATE THICKNESS 0.375": 0.250" PLATE YIELD STRESS 55.00 KSI 55.00 KSI PLATE OFFSET 0.000"; DESIGN STRESS RATIO 0.020 0.020 CONTROLLING GOND. 3 3 CONTROLLING LOCATION Outer Row i Outer Flg 2 BOLT DIAMETER BOLT TYPE WASHERS B O L T IN F O R M A T I O N 0.625" BOLT GAGES - INNER': 3.000" A325 NO BOLT # BOLTS DIST FROM ROW IN ROW EDGE OUTER 1 2 3.625" DIST FROM BOLT # BOLTS PREV ROW ROW IN ROW INNER 1 2 i Y DIST FROM DIST FROM EDGE PREV ROW 1.625"• a S P L I C E' D:E S I G N - B O L T L O A D S / A L L O W A B L E S DATE: 07/11/01 CADDS TIME: ------------------------------------------ 10:18 AM PAGES 21 ORDER # 074813 ---------------------------------------------------------------------------------------- BUILDER.- NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 04 ------------------------------------------ TYPE : Interior ----------------------------------=------------------------------------------------------ Col to Roof Bm SUBTYPE : EW Post Shim Cap w/ Stiff LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE 1 Total Section is in Compression 0.000 21.000 0.000 44.000 2 0.287 0.092 0.000 27.992 0.936 58.651 3 0.287 0.092 0.000 27.992 0.936 58.651 4 Total Section is in Compression 0.000 27.992 0.000 58.651 5 Total Section is in Compression 0.000 27.992 0.000 58.651 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Total Section is in Compression 0.000 23.204 0.000 56.099 11 Total Section is in Compression 0.000 23.204 0.000 56.099 12 0.178 0.057 0.771 27.992 0.582 58.629 13 0.178 0.057 0.676 27.992 0.582 58.634 B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 - OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) ROOF BEAM SIDE 1 Total Section is in Compression 0.000 21.000 0.000 44.000 2 0.159 0.191 0.000 27.992 0.623 58.651 3 0.159 0.191 0.000 27.992 0.623 58.651 4 Total Section is in Compression 0.000 27.992 0.000 58.651 5 Total Section is in Compression 0.000 27.992 0.000 58.651 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Doe's not apply to Splice Design. 9 Category 4 Load Combination - Doe's not apply to Splice Design. 10 Total Section is in Compression 0.000 23.204 0.000 56.099 11 Total Section is in Compression 0.000 23.204 0.000 56.099 12 0.099 0.119 0.771 27.992 0.388 58.629 13 0.099 i 0.119 0.676 27.992 0.388 58.634 SPLICE PLATE OV97276-02 6.000" X 8.000" X 0.375" OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB 0.120 I INTERIOR COLUMN SIDE -->I<-- ROOF BEAM SIDE BOLTS: 0.625" DIA A325 NO WASHERS USE EXIST. FLG.: 5.000" X 0.250" TOP SHIM DETAIL: +- 3.000"-+ -+---=-----+--- ---------------------^v------- ---+- 3.6251'' FFFFFFFFFFFF W 5.000" -+--- I O W O I W — I_ WMSMSMSMSMSM W j W i W W W W ! W' W W. W W W W W 8.000" W 2.750"! W W W W W W W W W W W W W W W W ; W W -+--- 0 W o 1.625" W INSIDE FLANGE I FFFFFFFFFFFF 0.250 X 5.000 `-+------ ------------------------ ^v------- MAIN STIFFENER 0.250 X 2.500 X 13.875 NS/FS MAIN WEB 0.120 i S P L I C E' D E S I G N - L A Y 0 U•T S K E T C H DATE: 07/11/01 CADDS TIME: 10:18 AM PAGE:S 22 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 04 ------------------------------------------------------------------------------------------------------------------------------------ TYPE Interior Col to Roof Bm SUBTYPE EW Post Shim Cap w/ Stiff SPLICE PLATE OV97276-02 6.000" X 8.000" X 0.375" OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB 0.120 I INTERIOR COLUMN SIDE -->I<-- ROOF BEAM SIDE BOLTS: 0.625" DIA A325 NO WASHERS USE EXIST. FLG.: 5.000" X 0.250" TOP SHIM DETAIL: +- 3.000"-+ -+---=-----+--- ---------------------^v------- ---+- 3.6251'' FFFFFFFFFFFF W 5.000" -+--- I O W O I W — I_ WMSMSMSMSMSM W j W i W W W W ! W' W W. W W W W W 8.000" W 2.750"! W W W W W W W W W W W W W W W W ; W W -+--- 0 W o 1.625" W INSIDE FLANGE I FFFFFFFFFFFF 0.250 X 5.000 `-+------ ------------------------ ^v------- MAIN STIFFENER 0.250 X 2.500 X 13.875 NS/FS MAIN WEB 0.120 i S P L I C E D E S I G N - F L A N G'E A N D W E B P L A T E I N F O R M A T I O N DATE: 07/11/01 CARDS TIME: 10:18 AM PAGE:S 23 ---------------------------- ------------------------------------------------------------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 04 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Interior Col to Roof Bm SUBTYPE : EW Post Shim Cap w/ Stiff F L A N G E• P L A T E S ----------- MAXIMUM.STRESSES----------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION - COMPRESSION CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE OUTER 1 Main Flange INNER 1 Main Flange ROOF BEAM SIDE OUTER 2 Main Stiffener DESCRIPTION PART NO. COLUMN SIDE Main Web ROOF BEAM SIDE Main Web COLUMN SIDE DESCRIPTION OUTER 1 Main Flange Flange to Splice Plate INNER 1 Main Flange Flange to Splice Plate . 0.250 X 5.000 0.000 0.03 43.99 1.16 49.50 0.023 1 0.250 X 5.000 0.000 0.09 43.99 1.16 49.50 0.023 1 0.250 X 2.500 X 13.875 5.000 0:33 43.99 1.59 49.50 0.032 1 W E B P L A T E S ---------------- MAXIMUM STRESSES ------ SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ----- Inches -----'--------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) i 0.120; 1.05 29.33 1.09 43.99 1.16 49.50 0.036 12 t 0.120; 0.00 29.33 0.41 43.99 4.13 49.50 0.082 1 W E L D I N F O R M A T I O N F L A N G.E P L A T E S FULL ------------------- WELD SIZE -',----------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face (k/in) (k/in) (k/in) GOND i 1/8" 0.00 1.86 0.000 1 Main Web Web to Inner'Flange 8.000" 1/811 1/8" 0.05 7.42 0.007 3 I S P L I C E D E S I G N -. W E,L D I N F O R M A T I O N DATE: 07/11/01 CADDS TIME: 10:18 AM PAGE:S 24 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL 'BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'=0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 04 TYPE Interior Col to Roof Bm SUBTYPE EW Post Shim Cap w/ Stiff W E L D I N F O R M A T I O N COLUMN SIDE W E B P L A T E S' DESCRIPTION -------- ----------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- - LENGTH!- ---- FILLET --- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND Main Web Web to Splice Plate- 1/8" 1/8" 0.03 0.13 5.24 0.025 12 W E L D I N F O R M A T I O N ROOF BEAM SIDE FL'A N G E P L A T EIS DESCRIPTION ------- FULL - - ------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET --------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face. In Facei Out Face In Face Win) Win) Win) COND OUTER 2 Main Stiffener Stiffener to Inner Flg 1/8" 1/8" 0.08 7.42 0.011 3 Stiffener to Web Plate 1/8" 0.07 1.86 0.039 1 W E L D I N F O R M A T I O N ROOF BEAM SIDE W E B P L A T E S DESCRIPTION ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- LENGTH - ---- FILLET --- 1 --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. ! Near Side . Far Side Win) Win) Win) COND Main Web Web to Inner'Flange 8.000" 1/811 1/8" 0.05 7.42 0.007 3 S P L I C E D E S I G N - A P'P L I E D LIO A D S S U M M A R Y DATE: 07/11/01 CADDS TIME: 10:18 AM PAGE:S 42 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # -1 DESCRIPTION EWDS 36'-0" 16'1-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 08 TYPE : Intermediate'Roof Beam SUBTYPE : 0/I Extens - Comp Beam ----------------------------------------------------------------=------------------------------------------------------------------ LOAD DESCRIPTION DESIGN AXIAL SHEAR MOMENT STRESS MEMBER NO CATEGORY (kips) (kips) (in -k) FACTOR STREkGTH ------------------------------------------------------ ------ -------- -50% MOMENT CAPACITY Std Des 0.00 0.00 -279.15! 1.00 N +50% MOMENT CAPACITY Std Des 0.00 0.00 279.15, 1.00 N 1 DL + LL Std Des 0.10 -0.66 8.60, 1.00 N 2 DL + WLL Std Des 0.12 0.60 -31.81' 1.33 N 3 DL + WLR Std Des 0.08 -0.43 30.04'1 1.33 N 4 DL + EQL/1.4 Std Des 0.02 -0.04 -4.83i' . 1.33 N' 5 DL + EQR/1.4 Std Des 0.01 -0.27 8.711 1.33 N 6 PDL+0.70PL+2.80EQL Axial C Category 3 Load Combination;,- Does not apply to Splice Design. 7 PDL+0.70PL+2.80EQR Axial C Category 3 Load Combination,- Does not apply to Splice Design. 8 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 9 0.85PDL + 2.80EQR Axial T Category 4 Load Combination'- Does not apply to Splice Design. 10 DL +2.80EQL Conns Category 2 Load Combination,- Does not apply to this Splice Type. 11 DL +2.80EQR Conns Category 2 Load Combination - Does not apply to this Splice Type. 12 DL + EWP Std Des -0.75 -0.01 -1.35 1.33 N 13 DL + EWS Std Des -0.75 -0.01 -1.35 1.33 N I P A R T D I M E N S I O N S Lower Upper t Roof Beam Roof. Beam Dimensions at Connection Flg. to Flg. Dimension ; 12.000" 12.000" Adjacent Depth Change Information i Distance to Depth Change 131- 0.000" 5'-, 0.000" Flg. to Flg. Dimension 12.000" 14.1490" Adj. P1. Angle (Degrees) 0.000 0.000 S P L I C E D E S I G N - B 0 L T S / S P L I C E P L A T E DATE: 07/11/01 CADDS TIME: 10:18 AM PAGE:S 43 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) _(WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 08 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Intermediate Roof Beam SUBTYPE': 0/I Extens - Comp Beam S P L I C E P L A T E BOTH SIDES i PLATE TYPE STANDARD PART NUMBER 0042866 ORIENTATION NORMAL PLATE WIDTH 6.000" PLATE LENGTH 16.750" PLATE THICKNESS 0.375" PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 2.375" DESIGN STRESS RATIO 0.988 CONTROLLING GOND. +50% CONTROLLING LOCATION Side 1 Inner Flg 2 B O L T I N F O R M A T I O N BOLT DIAMETER 0.625" BOLT GAGES - INNER: 2.750" BOLT TYPE A325 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 1.125" INNER°1 2 1.125" S P L I C E D E S I G N - B O L T L O A D S. / A L L O W A B L E S DATE: 07/11/01 CADDS TIME: 10:18 AM PAGES 44 --------------------------------------------- ORDER # 074813 BUILDER - NORTH --------------------------------------------------------------------------------------- VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 08 ----------------------------------------------------------------------------------------------------------------------------------- TYPE Intermediate Roof Beam SUBTYPE : O/I Extens - Comp Beam B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 , INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) LOWER ROOF BEAM SIDE i -50% 10.800 r 0.000 0.000 21.000 35.205 44.000 +50% 0.000 10.800 0.000 21.000 35.205 44.000 1 0.000 0.312 0.534 21.000 1.019 43.985 2 1.205 0.000 0.490 27.992 3.930 58.642 3 0.000 1.146 0.350 27.992 3.736 58.647 4 0.182 ! 0.000 0.035 27.992 0.595 58.651 5 0.000 0.334 0.219 27.992 1.091 58.650 6 Category 3 Load Combination - Doesnot apply to Splice Design. 7 Category 3 Load Combination - Does!not apply to Splice Design. 8 Category 4 Load Combination - Does�not apply to Splice.Design. 9 Category 4 Load Combination - Doesinot apply to Splice Design. 10 Category 2 Load Combination - Does;not apply to this Splice Type. 11 Category 2 Load Combination - Does:not apply to this Splice Type. 12 0.2330.140 0.009 27.992 0.760 58.651 13 0.233 0.140 0.009 27.992 0.760 58.651 B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) UPPER ROOF BEAM SIDE -50% 10.800 0.000 0.000 21.000 35.205 44.000 +50% 0.000 10.800 0.000 21.000 35.205 44.000 1 0.000 0.312 0.534 21.000 1.019 43.985 2 1.205 0.000 0.490 27.992 3.930 58.642 3 0.000 1.146 0.350 27.992 3.736 58.647' 4 0.182 0.000 0.035 27.992 0.595 58.651 5 0.000 0.334 0.219 27.992 1.091 58.650 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category'3 Load Combination - Does.not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Category 2 Load Combination - Does not apply to this Splice Type. 11 Category 2 Load Combination - Does not apply to this Splice Type. 12 0.233 0.140 0.009 27.992 0.760 58.651 13 0.233 I 0.140 0.009 27.992 0.760 58.651 OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB -0.120 INSIDE FLANGE 0.250 X 5.000 1.125" 2.375" 1� i i I I 12.000" 14.500"i i I i 1.125 -+---',---------- 0 0 FFFFFFFFFFFFFFFFFFFFFFF W W W W W W I W W W W W W W W W W W W W W W -W W W W W W W W W W' FFFFFFFFFFFFFFFFFF�FFFF 1 0 0 ----------------------- 1 2.375" 12.1 OUTSIDE FLANGE 0.250 X 5.000 )00" MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 S P L I C E D E S I G N - L A Y O U T S K E T C H DATE: 07/11/01 CADDS TIME: 10:18 AM ----------------------------------------------------------------------------------------------------------------------------------- PAGE:S 45 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 08 ----------------------------------------------------------------------------------------------------------------------------------- TYPE Intermediate Roof Beam SUBTYPE 0/I Extens - Comp Beam SPLICE PLATE 0042866 LOWER ROOF BEAM SIDE --> <-- UPPER ROOF BEAM SIDE BOLTS: 0.625" DIA .A325 NO WASHERS 6.000" X 16.750" X 0.375" +- 2.750"-+ -+---------+--- ----------------------------- ---+- OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB -0.120 INSIDE FLANGE 0.250 X 5.000 1.125" 2.375" 1� i i I I 12.000" 14.500"i i I i 1.125 -+---',---------- 0 0 FFFFFFFFFFFFFFFFFFFFFFF W W W W W W I W W W W W W W W W W W W W W W -W W W W W W W W W W' FFFFFFFFFFFFFFFFFF�FFFF 1 0 0 ----------------------- 1 2.375" 12.1 OUTSIDE FLANGE 0.250 X 5.000 )00" MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 i S P L I C E D E S I G Ni - F L A N G E A N D W E B P L A T E I N F O R M A T I O N DATE: 07/11/01 { CADDS TIME: 10:18 AM PAGES 46 -------------------------------------------- --------------------------------------------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 08 -----=-------------------------------------I-----=--------------------------------------------------------------------------------- TYPE : Intermediate Roof Beam SUBTYPE : O/I Extens - Comp Beam i F L A N G E P L A T E S ----------- MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION - COMPRESSION CSR LOAD T X W X L. EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches -------=- �(In.) (KSi) (Ksi) (Ksi) (Ksi) LOWER ROOF BEAM SIDE OUTER 2 Main Flange 0.250 X 5.000 2.375 17.28 33.00 14.72 49.50 0.524 -50% INNER 2 Main Flange 0.250 X 5.000 i 2.375 17.28 33.00 14.72 49.50 0.524 +50$ UPPER ROOF BEAM SIDE OUTER 2 Main Flange 0.250 X 5.000 2.375 17.28 33.00 14.72 49.50 0.524 -50% INNER 2 Main Flange 0.250 X 5.000 2.375 17.28 33.00 14.72 49.50 0.524 +50% W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- DESCRIPTION PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- - (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) LOWER ROOF BEAM SIDE Main Web 0.120 0.46 22.00 0.00 33.00 14.25 49.50 0.287 +50% UPPER ROOF BEAM SIDE Main Web 0.120 0.46 22.00 0.00 33.00 14.25 49.50 0.287 +50% W E L D I N•P O R M A T I O N LOWER ROOF BEAM SIDE F L A N G E P L A T E S DESCRIPTION FULL ------------------- WELD SIZE -2----------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENATRATION--------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face I In Face Win) Win) Win) COND OUTER 2 Main Flange Flange to Splice Plate YES 3/16" 3/16" 4.42 8.25 0.536 -50% INNER 2 Main Flange Flange to Splice Plate YES i 'r 3/16" 3/16" �: 4.42• 8.25 0.536 +50% S P L I C E D E S I G N — W E L D I N F O R M A T I O N DATE: 07/11/01 CADDS TIME: 10:18 AM PAGES 47 ---------------------------------------------------------------------------------------=------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP.. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) •(LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 16'.4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 08 TYPE : Intermediate Roof Beam SUBTYPE : 0/I Extens - Comp Beam W E L D I N F O R M A T IIO N LOWER ROOF BEAM SIDE W E B P L A T E S DESCRIPTION --------- T --------------- WELD!SIZE ------------------------- -------- MAXIMUM STRESSES -------- LENGTH = ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD ' Near S. Far S. Near Side Far Side Win) Win) Win), GOND Main Web ' Web to Splice Plate 1/8" 0.05 1.86 0.029 1 i W E L D I N :F O R M A T I 0 N UPPER_ ROOF BEAM SIDE E F LAN G E� P L A T E S DESCRIPTION FULL !------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win). COND OUTER 2 Main Flange Flange to Splice Plate YES 3/16" 3/16" 4.42 8.25 0.536 -50% INNER 2 Main Flange j Flange to Splice Plate YES 3/16" 3/16" 4.42 8.25 0.536 +50% W E L D I N F O R M A T I O N UPPER ROOF BEAM SIDE W E B P L A T E S DESCRIPTION ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- LENGTH ,- ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND Main Web Web to Splice Plate 1/8" 0.05 1.86 0.029 1 i I S P L I C E D E S I G N DATE: 07/11/01 i I CADDS TIME: 10:18 AM r PAGES 48 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5.72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # '2 DESCRIPTION LRF 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 ---------------------------------------------------------------.--------------------------------------------------------------------- 0 , REPORTS SELECTED COVER SHEET BOLT LOADS / ALLOWABLES SIGN CONVENTIONS ; LAYOUT SKETCH APPLIED LOADS SUMMARY FLANGE / WEB PLATE INFORMATION PART DIMENSIONS WELD INFORMATION BOLTS / SPLICE PLATE INFORMATION SPLICES SELECTED SPL MEMB SEQ Connection I GROUP INFORMATION I ASSEMBLY INFORMATION NUM NUM NUM Description NUM Connection Plate Opt NUM Stiffener Opt Weld Opt --- --- ----------------------- + ------------------------ ------ + ------ -- ----------------- ------------------------ 1 01 2 01 3 04 4 04 1 Pinned Base Plate 2 Knee Splice 1 Pinned Base Plate 2 Knee Splice 8 'Analysis Only ' 9 Optimization w/ Std Plates 8 Analysis Only 9 Optimization w/ Std Plates OV97282 01 Full Optimization Design w/ Combined Welds OV97282 02 Full Optimization %Design w/ Combined Welds OV97284 01 Full Optimization Design w/ Combined Welds OV97282 01 Full Optimization Design w/ Combined Welds OV97282 02 Full Optimization Design w/ Combined Welds OV97284 02 Full Optimization Design w/ Combined Welds S P'L I C E D E S I G N - C O V E R S H E E T DATE: 07/11/01 CADDS TIME: 10:18 AM ---------------------------------------------------------------------------7------------------------------------------------------- PAGES 49 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM ---------------------------------------------------- FRAME # 2 DESCRIPTION LRF 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 ------------------------------------------------------------------------------- RUN OPTIONS AND INFORMATION SOURCING PLANT 04 - VISALIA QUANTITY OF LIKE FRAMES 03 STRESS RATIO LIMIT 1.030 REPORTS SELECTED COVER SHEET BOLT LOADS / ALLOWABLES SIGN CONVENTIONS ; LAYOUT SKETCH APPLIED LOADS SUMMARY FLANGE / WEB PLATE INFORMATION PART DIMENSIONS WELD INFORMATION BOLTS / SPLICE PLATE INFORMATION SPLICES SELECTED SPL MEMB SEQ Connection I GROUP INFORMATION I ASSEMBLY INFORMATION NUM NUM NUM Description NUM Connection Plate Opt NUM Stiffener Opt Weld Opt --- --- ----------------------- + ------------------------ ------ + ------ -- ----------------- ------------------------ 1 01 2 01 3 04 4 04 1 Pinned Base Plate 2 Knee Splice 1 Pinned Base Plate 2 Knee Splice 8 'Analysis Only ' 9 Optimization w/ Std Plates 8 Analysis Only 9 Optimization w/ Std Plates OV97282 01 Full Optimization Design w/ Combined Welds OV97282 02 Full Optimization %Design w/ Combined Welds OV97284 01 Full Optimization Design w/ Combined Welds OV97282 01 Full Optimization Design w/ Combined Welds OV97282 02 Full Optimization Design w/ Combined Welds OV97284 02 Full Optimization Design w/ Combined Welds S'P L I C E D E S I G N - A P P L I E D L O A D S S U M M A R Y DATE: 07/11/01 CADDS TIME: 10:18 AM PAGE:S 50 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 01 TYPE Pinned Base Plate SUBTYPE No Ext SW Pin - S Nuts ----------------------------------------------------------------=------------------------------------------------------------------ LOAD DESCRIPTION DESIGN AXIAL SHEAR X SHEAR Y• STRESS MEMBER NO CATEGORY (kips) (kips) (kips) FACTOR STRENGTH 1 DL + LL Std Des 5.55 -1.03 0.00 1.00 N 2 DL + WLL Std Des -2.35 2.62 0.00. 1.33 N 3 DL + WLR Std Des -0.35 -1.64 0.00 1.3,3 N 4 DL + EQL/1.4 Std Des 1.01 0.04 0.00 1.33 N 5 DL + EQR/1.4 Std Des 1.44 -0.46 0*.00 1.33 N 6 PDL+0.70PL+2.80EQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 7 PDL+0.70PL+2.80EQR Axial C Category 3 Load Combination- Does not apply to Splice Design. 8 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 9 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 10 DL +2.80EQL Conns Category 2 Load Combination - Does not apply to this Splice Type. 11 DL +2.80EQR Conns Category 2 Load Combination - Does not apply to this Splice Type. 12 DL + EWP Std Des 0.36 -2.60 0.00 1.33 N P A R T D I M E N S I O N S Column Dimensions at Connection I Flg. to Flg. Dimension 8.000" Offset from Structure Line- 8.000" Adjacent Depth Change Information i Distance to Depth Change ' 141- 4.823" Flg. to Flg. Dimension ! 12.000" Adj. P1. Angle (Degrees) 0.000 i j OUTER 1 2 2.500" INNER 1 2 2.500" C O N C R E T E S T R E S S E S MIN. DESIGN FOOTING SIZE 121.000 ( In**2 ) CONCRETE STRENGTH 3.000 KSI CONTROLLING LOAD COND. NUMBER 1 ACTUAL ULTIMATE CONCRETE STRESS 0.110 KSI FACTORED ULT. ALLOW. CONCRETE STRESS 1.870 KSI CONCRETE STRESS RATIO 0.059 S P L I C E D E S I G N - B O L T S / S P L I C E P L A T E DATE: 07/11/01 CARDS TIME: 10:18 AM ------------------------- ----------------------------------------------------------------------------------------------------------- PAGES 51 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 01 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Pinned Base Plate SUBTYPE : No Ext SW Pin - S Nuts S P •L I C E P L A T E PLATE TYPE STANDARD PART NUMBER 0044051 ORIENTATION NORMAL: PLATE WIDTH 9.000" PLATE LENGTH 9.000": PLATE THICKNESS 0.500" PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 0.500" , DESIGN STRESS RATIO 0.124 CONTROLLING GOND. 1 CONTROLLING LOCATION Cat. 2 Compression B O L T I N F O R M A T I O N BOLT DIAMETER 0.750" BOLT GAGES - INNER: 4.000" BOLT TYPE A307 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 2.500" INNER 1 2 2.500" C O N C R E T E S T R E S S E S MIN. DESIGN FOOTING SIZE 121.000 ( In**2 ) CONCRETE STRENGTH 3.000 KSI CONTROLLING LOAD COND. NUMBER 1 ACTUAL ULTIMATE CONCRETE STRESS 0.110 KSI FACTORED ULT. ALLOW. CONCRETE STRESS 1.870 KSI CONCRETE STRESS RATIO 0.059 S P L I C E D E S I G N - B O L T L O A D S / A L L 0 W A B L E S DATE: 07/11/01 CADDS TIME: 10:18 AM PAGE:S 52 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 16'=4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 01 TYPE Pinned Base Plate SUBTYPE No Ext SW Pin - S Nuts i B O L T L O A D S / A•L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. --,---------------------------- (Kips per Bolt)------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE 1 Total Section,is in Compression 0.000 10.000 0.000 20.000 2 0.587 0.587 1.481 13.329 1.329 26.659 3 0.087 ! 0.087 0.927 13.329 0.198 26.659 4 Total Sectiontis in Compression 0.000 13.329 0.000 26.659 5 Total Section'is in Compression 0.000 13.329 0.000 26.659 6 Category 3 Load Combination - Doesinot apply to Splice Design. 7 Category 3 Load Combination - Does,not apply to Splice Design. 8 Category 4 Load Combination - Does:not apply to Splice Design. 9 Category 4 Load Combination - Doesinot apply to Splice.Design. 10 Category 2 Load Combination - Doesnot apply to this Splice Type. 11 Category 2 Load Combination - Doesinot apply to this Splice Type. 12 Total Sectionfis in Compression 1.372 13.329 0.000 26.659 . S P L I C E D E S I G N L A Y O U,T S K E T C H DATE: 07/11/01 CADDS TIME: 10:18 AM I PAGES 53 ---------------------------- ---------------- •---------------------------------------------------------------------------- =---------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) . (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 16'74" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 01 TYPE Pinned Base Plate SUBTYPE No Ext SW Pin - S Nuts ---=------------------------------------------------------------=--------------------------------------------------=-----7--------- i , SPLICE PLATE 0044051 COLUMN BOLTS: 0.750" DIA A307 NO WASHERS 9.000" X 9.000" X 0.500" 1 OUTSIDE FLANGE . 0.250 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 0.50011 ----+---------i 2.500" -I--- 8.500" 4.000" i i 1 r i 2.500" +- 4.000"-+ FFFFFFFFFFFFFFFFFFFFFFF W 0 W 0 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 0 W O W FFFFFFFFFFFFFFFFFFFFFFF ----------------------------- S P L I C E D E S I G N - F L A N G E i'A N D W E B P L A T E I N F O R M A T I O N DATE: 07/11/01 i CADDS TIME:.10:18 AM PAGE:S 54 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL , BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5172 PROJ NAME —ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 01 ------------------------------------------=---------------------------------------------------------------------------------------- TYPE Pinned Base Plate SUBTYPE No Ext SW Pin - S Nuts F L A N G E P L A T E S ----------- MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION - COMPRESSION CSR LOAD !T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -=------ i Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE OUTER 1 Main Flange 0;.250 X 5.000 0.500 0.50 43.99 1.63 49.50 0.032 1 INNER 1 Main Flange 0.250 X 5.000 0.500 0.50 43.99 1.63 49.50 0.032 1 W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- DESCRIPTION PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T i X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE Main Web 0.12b 2.91 29.33 1.21 43.99 1.63 49.50 0.099 2 W E L D I N F 0 R M.A T I O N COLUMN SIDE F L A N G;E P L A T E S DESCRIPTION FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face• Out Face In Face Win) Win) Win) COND OUTER 1 Main Flange Flange to Splice Plate 1/8" 0.12 3.71 0.035 2 INNER 1 Main Flange Flange to Splice Plate 1/8" 0.12 3.71 0.035 2 W E L D I N F O R M A T I O N COLUMN SIDE W E B P L A T E S DESCRIPTION ----------=-------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- LENGTH - ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND Main Web Web to Splice Plate 1/8" i S 1/8" , 0.15 0.35 5.54 0.068 2 S P L I C E D E S I G N - A P P L I E D L O A D S S U M M A R Y DATE: 07/11/01 CARDS TIME: 10:18 AM PAGE:S 55 ------------------------------------------------------------------------------'----------------------------------------------------- ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION ' LRF 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 02 TYPE : Ext Col - Roof Beam Knee SUBTYPE : 2 Row Outer Hmhd - Horiz ----------------------------------------------------------------------------------------------------------------------------------- LOAD DESCRIPTION DESIGN AXIAL SHEAR MOMENT STRESS MEMBER NO CATEGORY (kips) (kips) (in -k) FACTOR STRENGTH ----------------------------------------------------- ------ -------- -50% MOMENT CAPACITY Std Des 0.00 0.00 -279.15 1.00 N +50$ MOMENT CAPACITY Std Des 0.00 0.00 279.15: 1.00 N 1DL + LL Std Des 5.41 -1.03 -167.13. 1.00 N 2 DL + WLL Std Des -2.53 0.38 238.60 1.33 N 3 DL + WLR Std Des -0.53 -0.24 -154.03 1.3`3 N 4 DL + EQL/1.4 Std Des 0.87 0.01 6.39 1.33 N 5 DL + EQR/1.4 Std.Des 1.30 -0.44 -74.82 1.33 N 6 PDL+0.70PL+2.80EQL Axial C Category 3 Load Combination.- Does not apply to Splice Design. 7 PDL+0.70PL+2.80EQR Axial C Category 3 Load Combination - Does not apply to Splice Design. 8 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 9 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 10 DL +2.80EQL Conns 0.26 0.66 123.70 1.70 Y 11 DL +2.80EQR Conns 1.92 -1.08 -192.14 1.70 Y 12 DL + EWP Std Des 0.22 -0.65 -267.04 1.33 N I P A R T D I M E N S I O N S i Column Roof Beam Dimensions at Connection Outside Hammerhead Dimension 7.875" Flg. to Flg. Dimension 12.000" 12.000" Part Slope 0.500 TO 12 Conn. Plate Angle (Degrees) 0.000 0.000 Offset from Structure Line i 8.000" 0.125" Main Flange Dimensions j Outer Flange Width 5.000" Thickness i 0.250" Inner Flange Width i 5.000" Thickness 0.250" Adjacent Depth Change Information Distance to Depth Change 141- 4.823" 161- 4.500" Flg. to Flg. Dimension 8.000" 20.•177" Adj. P1. Angie (Degrees) 0.000 0.000 S P i L I C E D E S I G N - B 0 L T S' / S P L I C E P L A T E DATE: 07/11/01 j CADDS TIME: 10:18 AM ------- ----- --------------------------------------------------------------------------------- j PAGES 56 ORDER•# 074813 BUILDER - NORTH VALLEYiREADY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDRPHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH)- (HEIGHT) (LIVE)' (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 02 TYPE -------------------------------------------- : Ext Col .- Roof Beam Knee SUBTYPE : ----------------------------------------------------------------------------------------- 2 Row Outer Hmhd - Horiz S S P VI C E P L A T E COLUMN SIDE ROOF BEAM SIDE PLATE TYPE STANDARD: FLANGE PLATE PART NUMBER 0042869 1 ORIENTATION REVERSED' PLATE WIDTH 6.000" 5.000" PLATE LENGTH 21.000" PLATE THICKNESS 0.375" 0.250" PLATE YIELD STRESS 55.00 KSI 55.00 KSI PLATE OFFSET 0.000" ' DESIGN STRESS RATIO 0.369 1.002 CONTROLLING GOND. +50% +50% CONTROLLING LOCATION Inner Row 1 Inner Row 1 B 0 L T I N F O R M A T I O N BOLT DIAMETER 0:625" BOLT GAGES - INNER: 2.750" BOLT TYPE A325 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM BOLT # BOLTS IDIST FROM DIST FROM ROW IN ROW EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 1.625" INNER'2 2 5.500" 3.000" . OUTER 2 2 6.625" 5.000" INNER 1 2 2.500" W E B S H E A R NO STIFFENERS ARE REQUIRED FOR WEB SHEAR S P L I C E D E S I G N - B O L T L O A D S / A L L O W A B L E S DATE: 07/11/01 CADDS TIME: ---------------------- 10:18 AM =-------------------------------------------------------+- PAGES 57 ORDER # 074813 BUILDER -'NORTH VALLEY READY BUIL BLDR ORDER --------------------------------------------------- # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME #. 2 DESCRIPTION LRF 36'-0" 16'-4" 20 PSF 80 MPH UBC 97 .500 -TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 02 TYPE Ext Col - Roof Beam Knee SUBTYPE.: 2 -Row Outer Hmhd - Horiz B4O L T L O A D S / A L L 0 W A B L E S LOAD OUTER EDGE aINNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 . OUTER 4 INNER 4 INNER 3 INNER2 INNER 1 fv Acta Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) --=----------- - --------------- (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE i -50% 5.661 3.184 4 0.000 i 0.000 0.000 21.000 18.452 44.000 +50g 0.000 0.429 3.589 4.657 0.000 21..000 15.180 44.000 1 2.987 1.464 0.000 .0.000 0.420 21.000 9.738 43.991 2 0.000 0.546 3.490 4.484 0.153 27.992 14.618 58.651 3 3.164 1.802 0.000 0.000 0.099 27.992 10.316 58.651 4 Total Section as in Compression 0.005 27.992 0.000 58.651 5 1.418 0.745 0.'000 0.000 0.177 27.992 4.625 58.650 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does 'not apply to Splice Design. 9 Category 4 Load Combination - Does -not apply to Splice Design. 10 0.000 0.172 1.547 2.012 0.268 23.204 6.561 56.097 11 3.750 2.031 0.000 0.000 0.441 23.204 12.222 -56.092 12 5.398 3.028 1 0.000 0.000 0.264 27.992 17.597 58.649 B O L T L O A D S '/ A L L O W A B L E S LOAD OUTER EDGE i INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) -------2---------------------- (Ksi) (Ksi) (Ksi) (Ksi) ROOF BEAM SIDE i -50$ 5.106 2.952 0.000 0.000 0.000 21.000 16.644 44.000 +50% 0.000 0.146 3.574 i;. 4.733 0.000 21.000 15.428 44.000 1 2.572 1.287 0.000 0.000 0.420 21.000 8.385 43.991 2 0.000 0.312 3.479 4.550 0.153 27.992 14.832 58.651 3 2.868 1.679 0.000 0.000 0.099 27.992 9.349 58.651 4 Total Section is in Compression 0.005 27.992 0.000 58.651 5 1.248 0.672 i 0.000 0.000 0.177 27.992 4.069 58.650 b Category 3 Load Combination - Does'not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 0.000 0.045 1.541 2.046 0.268 23.204 6.670 56.097 11 3.334 1.854 0.000 0.000 0.441 23.204 10.870 56.092 12 4.864 2.803 0.000 0.000 0.264 27.992 15.854 58.649 SPLICE PLATE 0042869 REVERSED 6.000" X 21.000" X 0.375" OUTER HAMMERHEAD FLANGE 0030924 - 0.375 X 7.000 X 6.000 OUTER HAMMERHEAD GUSSET 0030925 0.250 X 7.500 X 6.000 X 10.000 OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 -+---------+--- 1.625" 7.875" 5.000" 8.875", i 12.000" COLUMN SIDE -->I<-- ROOF BEAM SIDE BOLTS: 0.625" DIA A325 NO WASHERS USE EXIST. FLG.: 5.000" X 0.250" +- 2.750"-+ --------:--------------------- ---+- HFHFHFHFHFHEFEFEFEFEFEF W o W o W W W o W o W FFFFFFFFFFFF W W W W .W W W l W W W W 21.1 W W W W W W W W W W W W W W o W o W W W o W o • W FFFFFFFFFFFFMSMSMSMSMSM ---------------------^V------ 100" END FLANGE 0.375 X 6.000 X 10.875 MAIN WEB 0.120 _ MAIN STIFFENER 0.250 X 2.500 X 11.375 NS/FS S P L I C E D E S I G N - L'A Y O U T S K E T C H DATE: 07/11/01 CARDS TIME: 10:18 AM ----------------------------------------------------------------------------------------------------------------------------------- PAGES 58 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 16',-4" 20 PSF 80 MPH UBC 97 .500 TO 12 SPLICE # 02 ----------------------------------------------------------------------------------------------------------------------------------- TYPE Ext Col - Roof Beam Knee SUBTYPE : 2 Row Outer Hmhd - Horiz SPLICE PLATE 0042869 REVERSED 6.000" X 21.000" X 0.375" OUTER HAMMERHEAD FLANGE 0030924 - 0.375 X 7.000 X 6.000 OUTER HAMMERHEAD GUSSET 0030925 0.250 X 7.500 X 6.000 X 10.000 OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 -+---------+--- 1.625" 7.875" 5.000" 8.875", i 12.000" COLUMN SIDE -->I<-- ROOF BEAM SIDE BOLTS: 0.625" DIA A325 NO WASHERS USE EXIST. FLG.: 5.000" X 0.250" +- 2.750"-+ --------:--------------------- ---+- HFHFHFHFHFHEFEFEFEFEFEF W o W o W W W o W o W FFFFFFFFFFFF W W W W .W W W l W W W W 21.1 W W W W W W W W W W W W W W o W o W W W o W o • W FFFFFFFFFFFFMSMSMSMSMSM ---------------------^V------ 100" END FLANGE 0.375 X 6.000 X 10.875 MAIN WEB 0.120 _ MAIN STIFFENER 0.250 X 2.500 X 11.375 NS/FS S P L I C E D E S I G Ni - X 10.000 10.62 F L A N G f E "A N D W E B" P L A T E I N F O R M A T I O N Main Web 0.120 DATE: 07/11/01 0.73 22.00 15.75 33.00 10.61 49.50 0.476 +50% ROOF BEAM SIDE CADDS TIME: 10:18 AM i Main Web 0.120 12.12 PAGES 59 ORDER # 074813 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-42 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 5307 34-5.172 PROJ NAME - ANDERSON BROS. CORP. ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) F L A N G E P L A T E S DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 16'-4" 20 PSF 80 MPH UBC . 97 .500 TO 12 WELD SIZE ------------------- SPLICE # 02 -------------------------------------------=--------------------------------------------------------------------------------------- TYPE : Ext Col - Roof Beam Knee SUBTYPE : 2 Row Outer Hmhd - Horiz ---- FILLET ---- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR F L A N G E P L A T E S Out Face In Face Out Face In Face Win) i COND ----------- MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION - COMPRESSION CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -- ----- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE OUTER 1 Hammerhead Flange 0030924 0.375 X 7.000 X 6.000 0.000 2.33 33.00 6.07 49.50 0.123 +50% OUTER 3 Main Flange 0.250 X 5.000 7.875 2.56 33.00 0.11 65.98 0.078 -50% INNER 1 Main Flange 0.250 X 5.000 1.125 i 4.30 33.00 .10.81 49.50 0.217 -50% ROOF BEAM SIDE OUTER 1 End Flange 0.375 X 6.000 X 10.875 0.000 2.54 33.00 7.63 49.50 0.153 +505k INNER 1 Main Stiffener 0.250 X 2.500 X 11.375 0.000 1.28 33.00 10.39 49.50 0.209 -50% W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- DESCRIPTION PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND -------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE Outer Hammerhead Gusset 0030925 0.250 X 7.500 X 6.000 X 10.000 10.62 22.00 7.25 33.00 5.85 49.50 0.483 +50% Main Web 0.120 0.73 22.00 15.75 33.00 10.61 49.50 0.476 +50% ROOF BEAM SIDE Main Web 0.120 12.12 14.84 18.56 33.00 10.56 49.50 0.817 +50% W E L D I N F O R M A T I O N COLUMN SIDE F L A N G E P L A T E S DESCRIPTION FULL ------=------------ WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ---- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) COND OUTER 1 Hammerhead Flange Flange to Splice Plate 3/16" 0.91 4.18 0.218 -50% OUTER 3 Main Flange Flange to Splice Plate 1/8" 0.65 2.78 0.236 -50% INNER 1 Main Flange Flange to Splice Plate YES 3/16" 3/16" 1.10 8.25 0.133 +50% S P L I C E D E S I G N - W E L D I N F O R M A T,I O N CADDS DATE: 07/11/01, PAGES 60 TIME: 10:18 AM ------ ORDER # 074813 BUILDER ANDERSON NORTH VALLEY READY BUIL BLDR ORDER # BLDR ACCOUNT # 20-04-007- 90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530- 34-5 72 PROJ NAME - BROS. CORP. EN(S GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 16'-4" 20 PSF, 80 MPH UBC 97 - Horiz TO 12 SPLICE # 02 TYPE : Ext Col - Roof Beam Knee SUBTYPE: 2 Row Outer Hmhd ------------------------------------------------------ W E L D I N F O R M A T I O N COLUMN SIDE W E B P LAT E S MAXIMUM STRESSES -------- DESCRIPTION ------------'- WELD SIZE -----------------"-"""""- - LENGTH - ---- FILLET --- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LO AD Near S. Far S. Near Side Far Side (k/in)' (k/in) Win) COND Outer Hammerhead Gusset 1/8" 1/8" 1.81 5.57 0.326 -50% Gusset to Splice Plate 2.66 2.78 0.954 +50% Gusset to Hammerhead Flange 3/16" 1.92 2.78 0.689 +50% Gusset to Outer Flange 3/16" Main Web1/8" 1/8" 1.89 5.57 0.339 +50% Web to Splice Plate f i WE L D I N F O R M A T I O N ROOF BEAM SIDE I F LA N G E P L A T E S ---- MAXIMUM STRESSES -------- DESCRIPTION FULL --------------"-"-- WELD SIZE -------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD STRENGTH ---- FILLET ------------- Out Face In Face Win) Win) Win) COND i Out Face In Face OUTER 1 End Flange3/16" 0.97 4.18 0.234 -50% End Flg to Inner Flg 0.00 1.86 0.000 1 End Flg to Outer Flg i INNER 1 Main Stiffener 0.31 2.78 0.115 +50% Stiffener to Inner Flg 1/8�� 0.57 1.86 0.307 -50% Stiffener to Web Plate ; 1/Sn W E L D I N F O R M A T I O N ROOF. BEAM SIDE W E B P LAT E S _ ________ MAXIMUM STRESSES -------- DESCRIPTION --------- --------------- LENGTH �- ---- WELD FILLET ------------ SIZE ------------------------ PENETRATION -- - TENSION SHEAR ALLOW CSR LOAD COND - i Near S. Far S. Near Side Far Side Win) Win) Win) Main Web1/8" 1/8" 2.23 1.27 5.21 0.492 +50% Web to Inner Flange 0.59 1.86 0.318 +50% Web to End Flange 1/8n I N ..495 ::.0MCM RECORDS NN B� PEE] dkiNi;; i �-'Au that reirp,;periy 2A sim"i in F"4 portion or, that cart& I a'eland- ,d I&Ad",.zwhich me 64titled,'Map of -State Of:.California,*.May-book. G'Gffi6i' -ifjhe'R000rdir-of. the County.of Butt maps'. rt�, - -.: descrll�ed as follows.. C -T%�of, :pago,'23, and more Particularly cmmenCing-at 4id: iift.: Vipe"marklig the South: one BootioA'32"in Township'23 North, Range , quarter corner of ;nfiO . uth 89*,.24� West 259'23 North, along th East, Idount.Diablq. Bane and Me Idiaa and running ti township.:line:� - r corner of the parcel Or land h to . an,'lron Pipe marking the southeas, 'Book. t,467" of Official R aratofore conveyed -U Cheater.C.' Dana at ux by deed of record eoords, at,page�239, 'reo6i-d'a­.Or Btitte.'County he true-point*of beginning for thi,parael,o pole fl'land'.hire in'*d as ori bed;.. thence south 89, 241 W4 along said township line a distance 'Of'483.18:feet"'to an iron pipe marking the southeast co3 Of the parcel of land.heretofore conveyed to Robert -E.' XcT1gue at ux by deed of record In Be .."483" Of Official Records at PftgG 308, records of Butte county, California; thence north 0* West along the easterly line Of said Robert Z.' MoTigue e't:ux'land and its production a dist' of 150 feet to a Point; thence North'89* 241 Zest a.distalice of 483.18 feet to a point on tj easterly line of said parcel of.land 'heretofora . - conveyed :to, phesster..C. Dana et.ux; thence 3( 0* 361VTr�ijt*_jlong the easterly line of said Cbetiter.C: Danei"et' ui lecti"a distance of 150 fet, the true P0!4t of beginning,' and containing l.¢�gplpgrJnore or less WITNESS our hands this 18th day of may, 1949. 4l.55 U.S.I.R. Stamps canoe. ll�e-d` BLANCH L. DANA STATE OF CALIFORNIA County of___BtkttfiOn may_=8, 19L9 _ Note before me 8 BA3y.V Notary Public in and for said CHI 5V=-­:--_Countv and State, permnallyappeared. known to me to be the =11 -whose namen-_=A_ANA —AUbKf to the -t.bry-crecuted the same. within instrument and acknowledged to me that (SEAL) MY Commission . cap; , reat Notary Public Recorded at the request o U7T"0LT1ay_=7Lr.:re1 at___op,k. -_Mir, past- 3 __O'clock__p.M --Irs Volumes 1.95 of nfri-4 nq County Records.. 305- R"tta Co. =S Compared Fee S20 Do. V. BY Id A - Deputy Recorder.' :.0RANVDEED (JOINT TE2(ANC7) Fot alae received CRANT to HMRED ENGLAND BAILEY and 7UDC3 C.,; B.a,Lgyas:Oint. Tenants 811 that rest pralsertj situate in ti, -COUNTY OF BUTTE State of California' dumbed as foilews: .Being alpirilof the :Ranch0 and particularly'.* described as.follows; to -wit: - BEGDIWING at'.apoint. CU the -line b6tw0en"the.Farwell and Llano I -W 77.45 cha.from-tbe point' Seco'Ranci`103"SOuth 71* 13 ' * as North.' Range 1- -where-the North and Southcenterline Or-580tion 35, Township 21 11 Jwast (projoctedFicitersects the said line; said point of beginning is '00 the l2e..between.'the lands formerly 6wned.by Mrs.;Hobson and -A: G.' Litch; thence North along aal d between the lands fcrmarly�'.owned.by Mrs. Fobson on the. East and A. C. Litch d- 'V Y/ �, 7 C. L Allger 0111he we to .63.43, chains, -to the -line between the lands formerly owned ban _.. -Robs( aAd:the lands formerly owned -by,.th#j John Crouch L&nd.Compuq. (known as the Bowers Ranch); that South 74•.131 East along -the said Una 23 Chains; - thence South 0'. 241.Wa3t'49.'78 chains to the line between the'aald Llano S000 and Farwell Ranchos; thence south 71* -151 West along the said line 23 chains to the Point of beginning. SUBJECT to all taxes, assessments and obligations, of the Jacrame2to and San Joaquin Drainage district, all Of which the grantee assumes and agrees to pay. WITNESS my hand this 313t day of3lay. 1946. HILDRED NOLAND BAI= STATE OF CALIFORNIA County of_11IIA&A�r $3. a Notary blit In and for saiAi, wtte before me UAW lboy� $gnr an Stitt. pasoasur a Ta -rid -r" cy known to me to be the prrw0mv___w Game to the widirs same. ita3eatinuent &Ld &ck..v Ugod to cor that lse—execated that (SEAL) RAS PRICE My Commission earpirra If r an f0ft.tlk County Or Butte, Stat t Of Ca. ircrala. Recorded at the request of County at— 7 min. Pass. o'clocka L9s.Qr Records.rds. Wane 395a Bt(�tp V. ZT" 7. No. Cmssja,�d . :.,. Doe. %/-,I By :.?A - P. _." _--.jrc4, .Recorder. %. Deputy Recorder. is 61 ce to 04 MAeVIAI U 6—/- 49 49 a2 .3®,S dote, Te&aeq) aahs no 1, VERNA K. MMIL't a widow _ � CRAMT.Lte YILLUX E. SAPS aad TIMUU A. SAPS / r 7dat T.M tt. ea that ted PAP�r idea V de � `^ t . Cpmt1, d Butte . Ssb d C.Wa via. d—Iled r Idlow: L—r-�'' according to the A oortidn of Parcel 2 of thy-iriesine tends, m official m&p thereof on file in the office of the Recorder o. t.'. County of Butte, State of California, particularly describer a+ follows$ From an iron pin on the Townshlo linenarklne ti'i�,h Cne•Cu r corner of Section \2 Tovnehlp 23 t & y„ run .oath 89b }4o Meat 2590.0 fee &lone sail 'owns3. hlp lir. I 1 to an iron pipe narking the Southeast corner of the ?arca) de&'e• i by Patterson to C. C. Dana` thence contiruinr alor.- said i 1 Township line South 890 24 West 483.18 feet to an iron pipefte t thence leaving said Township line ;7orth 00.36' Fest 7`.0 pt' to an iron pi at the point of be,inning for this Ce;crlpc:cr.; thence 'South 890 241 West 237.81 feet parallel L0 sath'7owr:;: li line to the center of the :haste Road; :hence along of said road Uorth 260 c.8' West 83.71 feet; .hence lead:•: Ste,-" roar north 890 241 Fast 274,99 feet parallel to the 70m.i$1; jr to an Iron pipe; thence South 00 36' iastt 7 .0 feet t� ^•___ li of ber.inr.inZ, cont&Ining 0.44 acres. S0W"ii"Ly 40 FEE:' 0? 1.1-.F.1.1-.F.a0:=.: 7ZC110= r O.:P.TY Mai STATE OF raUFURNIA r.d M..0 c^'a..r m.r r yyI�►►.�� Chi . — —... 13305 e+r ��JiTE CG.nr: �rwYi. /.r.r.•M11./rr�WJ._a�ad �. ccq wSu No t\ y�_a�_ a�;a�` qS 0 Aq— C1D- r\ '0Y\ for valas ftcd,.w C. C. Dret 0180 kDpt,.-,, CEMSj,,t C. and PJASM L. am IORA?(T_CD VMIIA X. WITU, a v140,, a, 6" "a Property situate Is the cmmtyaf EuttA, Stan, At CUai, dewwaW A po"Ift, or Parcel 2 "of the jp* Official p th . . . 1*914g 1,,A,. U the county Orem :re*f on file in the of -ft. of. Lutto the Aeoorter cr the follova I Ste' of okllfc-ls. POrtlealarly described as C Prop an 'r" Plb Oft the Twwhip line varkin, the !cuth one Omer of -caction 329 TOvnfh1p 23 NcrUo ;uartep run South W 24' I -set 2590.(, t. -UnIe 2 East, M. D. F. JL 1'. fatt., 'Outhe.vt corner c'fo* Id Tc� hi. lina to an LrOft TIN F-rklng the feet Ala" rron to C. C. DBnfij thence the F&rml d**d-d t7 South �,ast 483.1 cont -nus" 810� Laid line T" 8 fast t —I,lp line North 0- 361 Seat 0754o fleGot" - 'themea, PO ; leaving said Point to a. ircm ;,,. ., 237.31of teK!M1nC for tLls deacrittion, thence South the f,et ;V,11.1 to AAA Tcvna�jp line e9l U, �...% Pta -loads th..c.-olcnE t�ha center of to the Center a. the raid road sor", 26* She e3'71 feet; "eftel 11112-1g -aid read I,..!' 89. 241 :alt 274.99 feet M-01101 to the TowwhIp line to a" 1"NMI MI thence !cu -b Oa '61 Last 75.0 feet to the ;oLnt of teg lnnimv, ccntain.mg C." gen-. !TATE or cAL1r0jL,,, [A ter ;4 :434 A Jr." pashi, -a'a"i'mach L- N—~. a. 0.0 logo Cr 23 Mi IM . :�__ .�:.::•..: _• ..ate+:d.::a`^::..: •,-., i�:L '.:�-+�•f.:;. • �-s::i'`. AFTER BECORDIRO R=TW TO: <AJFD MAIL TAX STAT7=-= TO: STATE IMPT. OF Tak=POBTATIOR P. 0. Boz 911 Mu7vville, Ca. 95901 ATTR: W. D. Dahlberg District WW SAgineer 85-121774 US ". S A 14 ::i II 08 Yayw ELS ::;i? i•'_ Cc'r' �'FW 8?�taSVdi�us" vs oa,at Comm.am PW au 03 But 99 38.79 028483 GRANT DEED (WANVDUAu . t BELMONT D. MCCARTY, CLYDE C. MCCARTY. LEONARD D. MCCAR7T, LOUIS 9. McCARTT. - .•� WILLIAM R. McCARTY, CORA ELQIMA REA and MARJORIE V. WISDOM. each dealing with l their separate property I f., M 6RAIotheSTA'IEO:•GILFCR]j1&&Uthurnlpopottytothe unincorporated area C�000ty f B u t t e State of C.W nym dmad at 1 portion of PARCEL NO. 2 and PARCEL NO. 3 described in deed recorded ' December 8. 1966 in Book 1452 at page 635. Official Records of Butte County. Said portion Is that part thereof lying Westerly from the following described line: BEGINNING at the point where the Southerly line of PARCEL 00. 2 of the Priesing Lands per Map recorded May 24. 1911 In Map Book 7 at page 23. Records of Butte County, intersects the Easterly line of existing State Route 99; THENCE from said point of beginning along aaid'Southerly lie• N. 890 15' 49• E. 10.62 feet; thence leaving said Souttierly line N. 380 07' 24• W. 570.00 feet; thence along a curve to the right with s radius of 95'1.00 feet. through a central angle of 110 14' 121, an are distance of 186.31 feet; thence N. 260 53' 124 W. 407.64 feet; thence S. 630 06' 48• W. 10.02 feet to a point to the Easterly line of existing State Route 99. 0 3 gated this day of 19_ 85-21774 Signed and deli-eted in the preserve ni i STATE OF CALIFORNIA County of as SUBSCRIBING WITNESS on before me. the undersigned Notary Public to and for said Cady and State. personally appeared O personally known to me to be i he person whose name is subscribed to this instrumeK O proved to be the person -hose name is subsea to this instrument by the oath, of a credible witnms who Y pe- - . ,molly known to me. said ,subectibing crimes being by me duly swam; deposed and aid: that this witnes resides in the State of CaUan*a County of I and that said eitnes was pnemt and sae Pel— ally known to said w trots to i beth person` Ie cribcd in and whaae risme subscribed to this bu&umed as a Party thereto. eietVte the same; and, that the affiad subscribed risme as • .Imes therom ' (far notary seal or damp) i. WITNESS my hand and official seaL I+obrrrerrA.—dI-.dC—q. ds.r STATE OF CAtlrO1<NA • Canty of ML Oo before m, the imdvsigncd Notary Public In and for said County and State. peraxtay appeared j0 personally known to mr- 0 proved Cas tae on the basis of satisfactory evidenm to be the pew whoa, suincribed to this wArsmnent and acknowledged tbat eaaetuad t �! • (far notary anal or damp) WITNESS my band and -official real -Sugruttte ' i w..a y.aev.. d 1>W �s ar 3ra. THIS IS TOCERTIFY. That the State of California, acting by and through the Depanow. o(Transportusom hereby accepts for public purpom the real property dew ibed in the within deed and evoents to the rccerdatron then IN WITNESS N•HERCOF, I haorAerrwatoart myhand shy 2t at . dayof *.. 19�t,S_ 8y tfia. D. Bauer Page 2 of 2 i i l i i 1 1� E7CMIetr "A" 8 S —1 1 7 7 4 3 " a• � J c e moov.c r y, Ly ClydQA. McCarty. by Cora E. Rea, his kttorney in fact Cora E. Rea, his attorney in fact Leonaar�d D. McCarty, by ¢ •LOUIS V. Mc"Tty: by Cora E. Rea, hi in in in fac4V E Cora E. Rea hib attorney infect Wrlliam R. McCarty, by Cora Elvin& Rea C 4 -- Cora E. Rea, hie attorney In fact ilarjrie Wisdom, by ,Cora E. Rea, her tto ey in fact' STATE OF CALIFORNU ) ... . COUNTY OF On this 'I day of 3VL)r . In the year before me, the undersinged, a Notary Public in and for said State. personally appeared: Cora E. Rea personally know to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument as the Attorney -in -Fact of Belmont D. McCarty, Clyde C: McCarty, Leonard D. McCarty. Louis V. McCarty, William R. McCarty, and LMarjorie L. Wisdom- - - - - - - - - and acknowledged to me that she subscribed the names of: Delmont D. McCarty, Clyde C. McCarty, Leonard D. McCarty, Louis V. McCarty, William R. McCarty, and Marjorie L. Wisdom - - - - - - - - - -theft* as principal and her ow name as Attorney -in -Pact. WITNESS my hand and official seal. OFFICIAL SEAL �'�,.P.X-l.� A'[AN D NfISON Notary Public in and for said State NO7[Lr R'31 • ISOANIA t\RM k%'[l[S cryn4[v �" w'[ M.. e.A In APA a 19st o,� .iyuF IN � .tL�w a��. �&..r..►a�wo w&i . r r to W toa r...�b Cora Elvia& Rea .Is4 k-- ao. e.ara W--T-0—r M u, p—a_wbM is aro&& mIdUF °s.�. AAY MUX I RNau I NAIL TAX OTATCUCKM N OIAXRX'D AOOVX i 401.1U U.O.1.YY.p168ltPZ VRMOO.LOU. WITNESS = panda this 15th day of Doom--'6er; TgU.— -- -- STATE O IFORN[A l Ti'LOREICCE Ni�'jQ— -- County of _mil% _ _ a Notary Publk in .:,d for :id._ 'kt-._ hn awn to me to be the pern+d; .. - WL -I'm -t._he_y-ezecut-d C -4f a:n.: (SEAL) My Cru:miacos, espies Nor randed at the requa at..__�.. M;s par— Butte County Reccrdp 4� •tas+r.tr-:. �a��r.:7 to the within instraa,rnt and acknowledged to ere that WILLIAM H. P. DOLAN. Jam. Notary Public — B. T. En LPH Book64Recorder. Doc. ,aw FeeS-!--! 0BY — ' Dnmy RRandet- P= vale: reared GRANT DEED (JOINT TENANCY) NXRT- D. PATTIRSON and. NORMA PATTERSON, husband and wife, G13RA N`T co CHIMER C. DLMA and BLANCH L. DAKA, husband and wife, as JOINT TEXANPS all that real property situate in tbe_ COUNTY OF BUTTE. State of California, drxn-bed = foilowa: A porion of Paroer 2 of the Priesing Lands, according to the oft_cial yap theroof on file: in the office of the Recorder of the Count -y of Butte, State of California, particularly described as follows: Peo±*-ming at a point on the line between Section 32, Townahip 23 North, Range 1 last, and Section 5, Township 22 North, Ranged Eallt; Moun: Diablo Base and Meridian, said point being South 89. 24t hest 2590.0 feet from an iron pin marking the one-quarter corner betwoon' said sections, saint pin being in the center of a county road, and running from the point of beginning North 08 36, Kest 716.0 feet to a poiut on the north line or said Parcel 2, a distanceof 2595.8 feet westerly fros the northeast corner thereof; thence South 890 24' ?Best 1036.6 feet along said north line of Pereel 2 to the center of the Shasta Road; thence southeasterly along said c.onter-line to it,% intersection with the aforemer.,•tioned Township line; thence North 89' 24' East 666.6 feet Along sail Township line to the point of beginning containing 14.0 soros, more or lees, and subject to the existing usoa for public roads. J6.05 U-S.I.R.Startpc Canceled. WITNESS 211 hand,- this lith day of 1Pooad'5ei,T91% Y>iRI.E fl.PATI'�= -- STATE OF CALIFORNIA NORMA PATTERSON — County of - Butte -- - --- Oa I)OAmb r 15, 19, T,_ L. BOULMp& a Notary Public in and for wi County and State, personallya red — MMMX D P TTSr SON AnA N0129L PATTgs?N- hoahanh Anil wire - known to we to be tbe'persook-wbow to tht vAtbin.instrnmeat and a*stowkdgW to at tku —S.1x.3Le:oecated the rims. (SEAL) T. L. I00HI,ANDER A IT Notary Public -at- Recordeda at the request of ' FCOUNTY2`-I _ zlt Public -at- _. mi=lt n. �p�ast-._3. �•dak P- tu- _ 1A Vo la A 7 of a eoOa Haas 239 Butte County Rends. Na Dook a a Par=• .s2s10.Doc. wti - B. r� FIi1D6Pl�t'H r .. DVay fJr Order No. Escrow No. Loan No. WHEN RECORDED MAIL TO: Marvin Anderson 14830 Eagle Ridge Forest Ranch, Ca. 95942 MY 9g SPACE ABOVE THIS LINE FOR RECORDER'S USE MAIL TAX STATEMENTS TO: DOCUMENTARY TRANSFER TAX&.........P................................... NOT C.O"'.P, n;_71 i � TH ...... Computed on the consideration or value of property conveyed; OR ...... Computed on the consideration or valueless liens or encumbrances p remaining at time, of sale. Same c Signature o eclarant o Agent determining tax - Firm Name A.P.347-27-21,22" CORPORATION GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, ANDERSON BROTHERS CORPORATION, A CALIFORNIA CORPORATION a corporation orcanized under the laws of the State of CALIFORNIA GRANT to OWEN SEPTIC SFRVI.CF, INC. the real property in the (NY )bX County of BUTTE SEE ATTACHED LEGAL DESCRIPTION Dated_— 5/9/88 I STATE OF CALIFORNIA Iss, COUNTY OF BUTTE I On May 9, 1988 before me, the undersigned, a Notary Public in and for said State, personally appear- ed" Marvin R. Anderson personally known td me (or proved to me on the basis of satisfactory evidence) to be the persons who executed the within instrument as H a r v i n R. Anderson President and Secretary, on behalf of ANDERSON BROTHERS CORPORA- TION - ANDERSON does hereby State of California, described as A Ca Corp. BWMarR. Anderson President By - Secretary n'IGDC on_a000giaaaaa at... • a i C<::IDL L. OiRf) a NOTARY ^UBUC-CALIFORMA corporation therein named, and acknowledged to me that such cor- poration or- a„i1,syv/ f f2uttcCcwiry the cor porat on executed the within instrument pursuant to its by-laws or, a B dyComm itjs icn Expires Sept. G. 1988 resolution of its board of directors ®®� ®a ■ O ®O t! n 6 ® 9 WITNESS my han ndoffincial seal. •aaasalaea( Signature__ �y`y—•- -/- W IThis area for official notarial seal) )00T *A Kx MAIL TAX STATFMFNTR AC nIRF( TFn ARnvF 1144 (6/82) C DESCRIPTION: All that certain real property situate in the County of Butte, State of California, more particularly described as follows: Being a portion of that certain land designated to Parcel No. 2, as shown on Map entitled, "MAP OF THE PRIESING LAND," which Map was recorded in the Office of the Recorder of the County of Butte, State of California, May 24, 19111 in Map Book "7" at Page 23, described as follows: PARCEL I : COMN,ENCING at an iron pipe marking the South 1/4 corner of Section 32, in Township 23 North, Range 1 East, M.D.B. & M. and running thence South 89 deg. 24' West 2590.0 feet along the Township line to an iron pipe marking the Southeast corner of the parcel of land heretofore conveyed to Chester C. Dana and wife by Deed of record'in Book "467" of Official Records, at Page 239, records of Butte County, California; thence continuing along said Township line South 89 deg. 24' West 483.18 feet to an iron pipe, the true point of beginning of the parcel of land herein described; thence from said true point of beginning North 0 deg. 36' West 75 feet to an iron pipe; thence South 89 deg. 24' West 237.81 feet to the center line of Shasta Road (now State Highway); thence along the centerline of said Highway South 26 deg. 58' East 83.14 feet and South 38 deg. 12' East 164 feet to the aforesaid Township line; thence North 89 deg. 24' East along said Township line 200.49 feet to the true point of beginning. EXCEPTING THEREFROM all that portion granted to the State of Cali- fornia by Deed recorded July 24, 1985, under Butte County Recorder's Serial No. 85-21774. PARCEL II : The Southerly forty feet (40') of a portion of Parcel 2 of the Pries- ing Lands, according to the Official Map thereof on file in the Office of the Recorder of the County of Butte, State of California, particularly described as follows: From an iron pin on the Township line marking the South 1/4 corner of Section 32, Township 23 -North, Range 2 East, M.D.B. & M.A. running South 89 deg. 24' West 2590.0 feet along said Township line to an iron pipe marking the Southeast corner of the Parcel Deed by Patter- son to Chester C. Dana; thence continuing along said Township line South 89 deg. 24' West 483.18 feet to an iron pipe; thence leaving said Township line North 0 deg. 36' East 75.0 feet to an iron pipe at the point of beginning for this description; thence South 89 deg. 24' West 237.81 feet parallel to said Township line to the center of Shasta Road; thence along the center of said road North 26 deg. 58' West 83.71 feet; thence leaving said road North 89 deg. 24' East 274.99 feet parallel to the Township line to an iron pipe; thence South 0 deg. 36' East 75.0 feet to the point of beginning. EXCEPTING THEREFROM all that portion granted to the State of Cali- fornia by Deed recorded July 24, 1985, under Butte County Recorder's Serial No. 85-21774. r -__0 lirde Escrow No. Loan No. WHEN RECORDED MAIL TO: Marvin Anderson 1483.0 Eagle Ridge Forest Ranch, Ca 95942 �.d ter ir,0 0i0 r 9. my 9 $ SPACE ABOVE THIS LINE FOR RECORDER'S USE MAIL TAX STATEMENTS TO: DOCUMENTARY TRANSFER TAX $ ................................... ... Computed on the consideration or value of property conveyed; OR ...... Computed on the consideration or value less liens or encumbrances AlDOCV'ENT remaining at time of sale. Easement Only A P. #47-27-21,22 Signature of Declarant or Agent determining tax — Firm Name . CORPORATION GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of.which is hereby acknowledged, P MIEN. SEPTIC SERVICE, INC. ` a corporation orcanized under the laws of the State of CALIFORNIA , does hereby GRANT to ANDERSON BROTHERS ODRPORATION A CALIFORNIA CORPORATION the real property in the City of County of Butte State of California, described as See Exhibit A Attached Hereto And Made A Part Thereof Dated .j — �z- S' STATE OF CALIFORNIA Butte Iss. COUNTY OF Onn5 / 9 / 8.8/ 8.8 before me, the undersigned, a Notary Public in and forsaid State, personally appear- _. MARVIN R ANDERSON OWEN. SEPTIC SERVICE, INC. By VIN R AND SON President ander personally known to me (or proved to meon the basis of satisfactory By evidence) to be the persons who executed the within instrument as Secretary X President and Secretary, �]eats.®rleeee�o�o�o�tooeeee�e OWEN SEPTIC SERVICE, INC. on behalfof to CAROL L• BIRD • <:_; NOTARY PUBLIC -CALIFORNIA the corporation therein named, and acknowledged to me that such cor• Butte County poratiowexecuted the within instrument pursuant to its by-laws or a ® Nly Commission Expires Sept. 16. 1988 resolution of its board of directors o ®Biggs etA®82e®11ee®eeeeeeeee® WITNESS my h and official seal. - Aw Signature _. _ _ _ (This area for official notarial seal) 1144 (6/82) Carol L• Birr9 MAIL TAX STATEMENTS AS DIRECTED ABOVE EXHIBIT "A" A non-exclusive easement 60 feet in width for ingress and egress and public utilities, lying`40 feet North of and 20 feet South of the following described line: Being a portion of that certain land designated to Parcel No. 2, as shown on Map entitled, "MAP OF THE PRIFSING LAND," which Map was recorded in the Office of the Recorder of the County of Butte.- State utte;State of California, May 24, 1911, in Map Book 117" at Page 23, described as follows: COMMFNCING at an iron pipe marking the South 1/4 corner of Section 32, in Township 23 North, Range 1 Fast, M.D.B. & M. and running thence South 89 deg. 24' West 2590.0 feet along the Township line to an iron pipe marking the Southeast corner of the parcel of land heretofore conveyed to Chester C. Dana and wife by Deed of record in Book 11467" of Official Records, at Page 239, Records of Butte County, California; thence continuing along said Township line South 89 deg. 24' West 483.18 feet to an iron pipe; thence North 0 deg. 36' West 75 feet to an iron pipe and the true point of beginning for the herein described line; thence from said true point of beginning South 89 deg. 24' West 237.81 feet to the . centerline of Shasta Road (now State Highway) and the end of said line. EXCEPTING THEREFROM all that portion granted to the State of Cali- fornia by Deed recorded July 24, 1985, under Butte County Record- er's Serial No. 85-21774. Said easement to be for the benefit of and appurtenant to'the following described property and shall inure to the benefit of and may be used by all persons who may hereafter become the owners of any parts or portions of said appurtenant land. 'Said land de- scribed as follows: COMMENCING at an iron pipe marking the South 1/4 corner of Section 34 in Township 23 North Range 1 East, M.D.B. & M. and running thence South 89 deg.. 24' West 2590.0 feet along the said Township line to an iron pipe marking the Southeast corner of the parcel of land heretofore conveyed to Chester C. Dana, et ux by Deed of record in Book "467" of Official Records, at Page 239, records of Butte County,' California, said point is the true point of beginning for the parcel of land herein described; thence South 89 deg. 24' West along said Township line a distance of 483.18 feet to an iron pipe marking the Southeast corner of the parcel of land heretofore conveyed to Robert E. McTigue, et ux by Deed of record in Book "483" of Official Records, at Page 308, records of Butte County, California; thence North 0 deg. 36' West along the Easterly line of said Robert E. McTigue, et ux land and its production a distance of 150 feet to a point; thence North 89 deg. 24' East a distance of 483.18 feet to a point on the Easterly line of said parcel of land hertofore conveyed to Chester C. Dana, et ux; thence South 0 deg. 36' East along the. Easterly line of said Chester C. Dana, et ux land a distance of 150 feet to the true point of beginning. PREFABRICATED STEEL BUILDING FOOTING DESIGN MANUFACTURER: BUTLER MFG..CO. JOB NO: 088-113613 LOCATION: Vz{. J05550. �0 QR�FESS cQ` P. Cilia W � `' No. 50' BUILDING - BAYS @ 25' OC - POST ENDWALLS RIGID FRAME REACTIONS - SEE DWG "A" +H = 5.00 KIPS DL+LL (1.33x2=3K -OK FOR WL AND BB) -H = -5.00 DL+WL +V = 11.00 DL+LL -V = 4.00 LL+WL ENDWALL COLUMN REACTIONS: (FRONT ENDWALL USED FOR DESIGN) INTERIOR CORNER +H = 2.00 KIPS 1..00 KIPS DL+WL -H = 2.00 " 1.00 DL+WL +V = 5.00 " 2'.50 DL+LL -V = 2.00 1:00 LL+WL SOIL CONDITIONS: BEARING = 1.00 KSF + INCREASES ALLOWED BY UBC CONCRETE: f'c 2000 PSI @ 28 DAYS DEAD WT = 150 PCF. n = 10 ASSUMED j= 0.88 fs = 20 KSI ENDWALL FOOTING IN UPLIFT- SEE DRAWING "C" b-= 12 IN.. d = 18 IN. T.= SLAB As = 0.000 SQ. IN./FT FIBERMESH TOP As 0.20 SQ. IN 1-#4 BOTTOM As = 0.20 SQ. IN. 1-#4 EFFECTIVE WEIGHT OF SLAB TO RESIST UPLIFT: SLAB Mr = 1.6 x SQRT(Fc) x b x t"2 / 6 = 3.5 IN 1753 LB -IN 146 LB -FT SLAB WEIGHT = Ws = 44 PSF EFFECIVE WIDTH = Ls = SQRT(2 x Mr/Ws) = 2.58 ft. EFFECTIVE WT OF SLAB = Ls x Ws = Wse = 113 LBS/FT EFFECTVE WT OF PERIMETER FOOTING AND SLAB FOOTING Mr = 4/,3 x fs x TOP As x j, x (d-3" COVER) = 70.4 K -IN = 5866. LB -FT FOOTING WEIGHT = Wf = 225 Wfe = Wf + Wse_ = 338 LB/FT EFFECT FTNG Lf=.SQRT(2 x Mr/Wt)+d = 7..39 FT TOTAL EFFECTIVE WEIGT OF SLAB AND FOOTING WT = 2 x Lf x Wf = 4997 LBS = 5.0 KIPS MAXIMUM UPLIFT = 2.00 OK ------------------- ENDWALL FOOTING IN BEARING SOIL BEARING CAPACIT: INSCREASE FOR DEPTH = 10% INCREASE FOR WIDTH.= 0% SOIL BEARING CAP = 1:10 KIPS 9l �rV 1 L c� �0/' CAL.k1 � REQUIRED'BEARING AREA = 4.55 S.F LENGTH OF FOOTING FOR BEARING = 4.55 FT CANTILEVER L.'-- BEARING L/2 -2d= 0.772 MOMENT = SP x WIDTH x L-2/2 = 0.33 K -FT P = 0.11% K = 0.138 J 0.953 f� - 1 6 V Q T c� nor "' • im ZIA, SIDEWALL PERIMETER FOOTING IN UPLIFT b = 12 IN. d = 12 IN. T = 3.5 in SLAB As = 0.000 SQ. IN./FT FIBERMESH TOP As = 0.20 SQ. IN 1-#4 BOTTOM As = 0.20 SQ. IN. 1-#4 EFFECTIVE WEIGHT OF SLAB TO RESIST UPLIFT: SLAB Mr = 1.6 x SQRT(Fc) x b x t-2 / 6 = 1753 LB-IN. = 146 LB-FT SLAB WEIGHT = Ws = 44 PSF EFFECIVE WIDTH = Ls = SQRT(2 x Mr/Ws) = 2.58 EFFECTIVE WT OF SLAB = Ls x Ws = Wse = 113 EFFECTVE WT OF PERIMETER FOOTING AND SLAB FOOTING Mr = 4/3 x fs x TOP As x j x (d-3" COVER) =42.24 K-IN = 3520 LB-FT FOOTING WEIGHT = Wf = 150 Wfe = Wf + Wsl = 263 LB/FT EFFECT FTNG Lf = SQRT(2 x Mr/Wt)+d = 6.17 TOTAL EFFECTIVE WEIGT OF SLAB AND FOOTING WT = 2 x Lf x Wf = 3248 LBS = 3.2 KIPS RIGID FRAME FOOTING - DIMENSIONS PER DRAWING E" b = 24 IN d = 18 IN L = 54 IN' s = 0 IN T = 0 IN BOTTOM As = 0.60 SQ IN 3-#4 TOP As = 0.60 SQ IN 3-#4 RIGID FRAME UPLIFT FOOTING WT = 2025 LBS = 2.03 KIPS SLAB AT FOOTING = 0.51 KIPS OVERBURDEN @ 110PCF = 0 FTNG+PERIM+SLAB = 5.78 KIPS MAX UPLIFT = 4.00 KIPS OK---------- RIGID FRAME IN BEARING SOIL BEARING CAPACIT: INSCREASE FOR DEPTH = .10% INCREASE FOR WIDTH = 20% ; ALLOWABLE SOIL PRESSURE 1.32 KSF ACTUAL SOIL PRESSURE = 1.22 KSF OK ---------- POSITIVE BENDING IN FOOTING CANTILEVER L = FOOTING L 2.25 FT' MOMENT = SP x L-2/ 3.09 K-FT/FT P = 0.17% K = 0.166 J = 0.944 fs = 4.4 KSI FS = 20 OK Y fc = 87 PSI V c = 900 OK -------------- NEGATIVE BENDING IN FOOTING M1 (RF FOOTING) = 1.14 K-FT M2 (PER FTNG) = 8.67 K-FT TOTAL NEG. MOMENT 9.81 K-FT P = 0.17% K = 0.166 J = 0.944 fs = 13.8 KSI FS = 26.6 OK --- ;--------- fc = 277 PSI V c = 1197 OK -------------- i 2 j I Isss 13/4 - coo ..: Z 2 IssS I �� 1 W FRONT ENDWALL mD (C� (q1 A m 1 SV �— .50. � Sw z 0 • SECTIONS 17'-0' 12•_0• 21'-0' A411 ¢� g EOF 50•-0' Am TTPICAL _ m ---'A6•-�J o m H Z • Z Z , rcC I ?r � I i •li . g m , zOz n M C) i •f •; I. a . co I o 0 Q OO. r > n qn 9 .� z oz42 z Z� Z m lJ i 1 1 o ` z N O _ � I o - _ ...� .>1f .ry, r ..'.1 a., ,.,e,..,,�.i� a..- hcr-„�,;.^n+,_-tib.".r”t.-:.r^'+'--:•-.•+Ir.�i-w.w.mi.^. _ S0� _p• MD'TYPICAL EOF o • _ ,:�... y 1 4'-6• 12._0. 14 -6 - FAM ' -6. 0 11 M11 DO SECTION �17'-0` 12'-0• 21'-0' q ' n 2 a Sw coi D b � sw A am ' N ,. 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T-24 SEG 2-3305_ ' (A£.L NIMBERS CORRESPOND TO NUMBERS P P.TLTUF.E5)15a P:ROTRUtII:�G OBJECTS 27"-80" ABOVE FLOOR NAX '"4" FROM HALT_::, 12s _rFtQm. POSTS 4R PYLONS, `tlAY :NOT :REDUCE .CLEAR `WIDSH. 80" 141CLEAt 1, HANDICAPPED ACCESS SHALL BE AT THE PR -P ARY Ehr;'ANCE, HEADROOMI WALKWAYS. T-24 SEG 2-3301(m) _ T-24 SEC 2-1721 2. VALKS SHALL BE 48" NIDE, FREE OF GRATES, SLIP RESISTANT SURFACE 16 & 17_ WHEELCHAIR SPACE 30°x38"MIN, FORWARD- REACH` 48", SIDE RfEA H '54s (e SLOPE OR GREATER) > CROSS L; LOPE 114"/FT ` Hk_v, LEVEL 60' x60" HIGH 9"_ LOW. Qt GATES (07OR SWI? GS OUT) , 48"x44" (DOOR SWINGS IN), C014STRUCT' 7-24 SEC 2-1722 AS RAMP 11HEY SLOPE EXCEEDS 57..- 18`. PU8lT.0 TELEPliONEs SHALLfiAl'E 34"x48"x27" ?i3GI3 ACCESS, PRtiJ£E7 19" -24 SEC 7-3323 HAX FROM HALL, COI t{ SLOT 4t? -s4" FRAM: FLOQf: IIA F , 3QLUI E CDNTROL €- -sy `3, i)A:Li{/Rn:T, AB?tiiPT CHA$rLS Ztt IEUEL 4"' OP_ MORE SPALL HAY' G"CURBS A 29" CORD. r - OR GUARDRAIL WITH FOITOM FAIL 2"-4" ABOVE FIALKING- SURFACE, 4VER- T-24 SEC 23713 HANGING OBSTR'UCT_IO18 8C" KIN ,ABOVE -WALKING SURFACE.- _ 19, 20$21_ ORINORG FOUNTAIN(S) SHALL R - ALCOVE OR :HAVE. S2" Vl IS A' i 5 T-24 SEC 2-3324 324 APAAT CANNOT PROJECT ;INTO:kfn.;CI!iG AREA, TEXTURED FLOOR t& '5_ HANDICAPPED SIGNS; @ ENTRANCE TO, PARKING, UNAUTHORIZED H.ANDI FOUNTAIN, (,1' BEYOND "FRUifT it SIOb), SPOUT ,36" MlAY FRO# FL04.R, CAPPED VEHICLE SIGN 17"x22" MIU, 36" HIN ABOVE GRADE; 70 SQ. IMT. CONTROL LEVER 5" 14AX FROG; sROYT A-27" KNEE -SPACE: i IwIlDICAPPED PARKING SIGHS 'BO" ABOVE, SURFACE :@ EA., HANDICAPPED T-24 SECCS)' .2-17.12, 5-1501-1508.. PARK111C SPACE; 36"x36" SURFACE HANDICAPPED SYMEOL; 111TH 4ORLESSP PAPKING SPACESDROzr'IDE ONE 14'- WIDE SPACE. VG XUXING OR SYMBOLS 22. EXTERIODOORSMAX-SHALL- HAVE R S l fSUMS DpENI►iG FORCE -QF '8.51, INTEk ;-- ARE REQUIRED.D, ZQR DOORS 5� & -FIRE .DOORS 5f MAX-- ° T -2v SEC 2-7102 T-14 SEC 2-3304(1_} ' -2 T SE ,� � , , �. _ 23, c,4 b ZfL PROVIDE HANDICAPPED RESTMOK FACILITIES_ ALL REW `FAC.ILIZ IES= -SHALL 6_ PA>II>CAaPEII PARKING; 90 14 TAPE x 18 DEEP INCLUDING 48 WIDE HAVE SIDE $,FRONT MOUNT IOILET'_.ACCESS, 290 UN DER LAJAT.QRY, 7>Qci'-.T x 60" DEEP (4AX> RMPIF (IF f;EQ) & Sr WIDE MARKED U.ii0A'-'" AREA 37-i9': HIGH,' URINAL i7"_ -:MAX FROM FL ,UR, ba" CIRCLE (Oft PQ�?t -MAT - (00USLE SPACE 23`x18`). _ %-24 SEG 7101 ENCROACH 12":) 48" IN FRONT OF TOILET:::_ T-24 -`SEC 2-1711 7, I'cfiVlDE HANDICAPPED SIGNS La ACCESS ENTRANCE, DiFFCTIOtiS AS' R£= 26. DOOFS SlifiiL RAVE LATLFI RrI uPSF_s ZU°' SMOOTH BOTTOM RAIZ, CTPENv - C 3ZRED, @ DIS.ECTORY.,, HANDICAPPED FACILITIES,.; �MIDI.r. 3Fn_42" FROI4 =i G©R.' SZ2tGLE EFFORT S+TITHO IT' -GRASPING :P.ARD - T-24 SEC 2-1720 - FARE; .e, ?EVE_;t {P PAtiIC. &: 9_. CURB SIDEWALK P,AlIPS SHALL BE 4$" 'RIDE MSN— SLOPE 8, 337.' ':MA 0 -12) T-24, SEC 2-3303 WITH HARED SIDES SI OP£ 12_57 L7A?C (1:8)„ WITH 48" LEVEL LAIIil-sNG 27. BATHING FACILITIES; PUBLIC CLIENT- OA MfPLOYE£ tjSE SHOVER 1i.2''x _ TOf�, 1f2" OFaER Z2F, SLIP RESIS?A='dT & GROOVED BORDER. 48" GRAB BARS &. SEAT. & A _36" 4PFr4Ifv'G ITH T'12" '3HRES- T-24 SEC 2�-71<03 HOLD (2§A7t} _, rfrtti r 10> CAFETERIA LIZTEv SHALL PROVIDE 36" AISLES. T-24: SEC 2=1711 - -24 SEC 2-611(c) (4)APPROACH AND T ,,04TE& TR£AIi C+E EACH: FLIGHT Q? EnCFi 3STAZFi_ 28. THE UPPER 11. LaB% ¢Y' GE,MRAL USE AREAS SHALL HAVE ACCESS 30"xW', and 44" yAIN BE ILARKED WMIA 2" WIDE CO;d£F.t,STINGtOLOR (INTEkIbRI, 1-'.E AISLES, 36" SIDE AISLES„ BOOKS 54" HIGH (OR ATTEND.AfIT CN DUTY) . UPPER APPROACH A- D ,ALL TREADS OF EXFERT-0 STs+2RS'. SEiAT1.-R �St3.` - 7i 24 SEC 2-812 MARKED', - 4x?GROIJ:IDS, FAPKS &RFL.' TED FAC7LITaES .SPAt.L HAVE K_WDIC4PP£D T-24 SEC 2-3305 _ t ACCESS ANDPAID T_NG. 29. DOGRifiATS SHALL BE _ANCHORED ARM 'S-q"T NOT Tmgs Ei2E WITH A,GrS� 74t4 SEC 2-1 7 T-24 SEC 2-3302 13, HOTELS. HOTELS `& RELATED OCCUPANCIES i'JST HAVE HANDICAPPED ACCESS 30, i�HERE .DOOR OP.EfiS ONTO A T.ANDING THE LANDI2IG SfIALI. B& It: F;- DQi3it. (1/25 tF- 0 1001, fi*IIITH PLUS' 42" (Door i.'SOQ) ,, AiID 5 `- IN SHE' OTHEit ItF?4£NSIOAT: ?Ll3i�I- T-24 .5 -121 ER I2A23P(S} SITALL BE 6' IN DIRECTI&j . T?�4iiEL. {ALL RAMiPS T BE D?�*E.taLIr1GS� i A.r ffE g ttvvL� 1fIiST PROVIDE TUMIDZCAPPED UNITS WHEN LEVEL} . ?fiERR£ SF.p3.Ir $£ A RAI�3 FOP. MACH: .3Q' 111~ TRAVEL. 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