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022-210-062
s>5 � Vol"�Al " t# t� � h x s U � '.� .".� r� �f dr3r ' i i �t �" � .. +"" � ! f �+i s } �l �-� j il` ,��, •1 . r ♦' Ti �% � � � AK� � "fit ' �„1� �� Y s � r�, � .rxk t r y ,�, ir+j. r ��S r�' �} r ,,� F�,.;Y"�, ``7 } ^,r 1 • of •! { Si k l 71 = e }. !! {'..1 ! V yi t y k l,/(r;f txr r«i yfk �Y. ,it i,,$1,. !, . ,, .. !fY ;�4. yJ _,:1er"._si.. i"Y>."':'.' a r.-.e��r�.r' MASONRY WALLS N E S W 1st Lift37771/57-57-77 2nd Lift _ 3rd Lift. 4th Lift 5th Lift 6th Lift COMMERCIAL 022-210-062 PERMIT#95-0285 GRIDLEY BIGGS CEMETARY 2023 Hwy 99, Biggs New Chapel/Cemetary i' FIRE WALLS 0 cupancy, Area Propert Gypsum Board 1st Layer 2nd Layer X Walls Ceilin s kkf�, �i r i, h s• 4 t JOB FINALED (Dat f Signature CERTIFICATE OF OCCUPANCY ISSUED (Date) r Signature. V=OK O = Not OK = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s fig., Main; Soils-Ufer Gr und.-Ft tf'- Hold Downs -Bolts- a mbedment-Hair Pins COMMERCIAL Date FRAMING (Continued) t 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall- Doo rs-Area-Occp.-Prop. 4. Concrete -PSI -Cert -SP. insp.-Loc. y �� 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. St !% s, Main; Steel-Blockouts-Wrapped 50. Glu -Lam cert. -Placement -Support nf. Steel-GXpde-Placement 51. Steel Buildings-Purlin-Girders j' lab; Steel -Wrapped -Wire Mesh 52. Property Line Firewall & Openings 8. Piers -Steel 53. Ext. Doors -Handicap Access . D.W.V.• Fall -Fitting -Test -2 Way C/O -Sewer Test 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protectio 10._Qas Pipe; Size -Anchors plywood on Roof Overhang -Attic Vents-Rafter•Outriggers 1 ater (Ripe; Test -Anchor -Regulator -Service Test 56. Siding -Nailing Veneer 12. Electric; Underground, Underslab '57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Shear Walls -Plywood-Nailing-Conn to Roof 15. Masonry -Rebar -Lifts , W. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows ; Date Card B-1 Date Card B-1 162. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle Dat_ - �ard B-1 ate Card B-1 Water Pipe; Test & Anchor -Nail Protection Date' c Card 13-1 Date Card B-1 W.V.; Test -Fittings & Anchor -Nail Protection Date FINArt(Plans) OK except #'s 19. Sinks -Floor -Grease Trap ✓63. Ext. Steps -Door & Sidelight Protection -Landings Handicap-W/C-Backing 64. Exits -Size -Number -Placement 21. Gas Pipe; Size & Anchors - Firewall Penetrations 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Date Card B-1 Date Card B-1 66. Sprinklers -Placement -Test Date Card B-1 Date Card B-1 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. Date ELECTRICAL (Permit) OK except #'s 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 22. Fixture & Transformer Clearance -Ins. Protection 69. Stairs & Rails 2�_Single Phase -Three Phase -Equip. Bond 0. Handi p -Door Levers -Fin. Floor ✓24. Size Boxes & No. of Conductors -Stapled 71. EjeCOutlets at Wood Panel; Int. & Ext. 2 omex Installed Close to Edge of Studs & C.J.7 Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas &Water Above Floor-Mech. Protection 27. Wiring -90° -Protected -Color Coded 73. Plb., Elec. & Mech. Equip. Listed for Location 28. Subf Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. 74. Insulation -Foam -Looked in Attic ❑ Yes Cu orr Al 75. Guard Rails & Deck Construction -Post Caps 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 76. Fdn. Vents & Crawl Hole Door-Draina e & Wood -Earth 30. Service -Riser Conductors &Ground -Main Disconnect Clearance Looked under Floor Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 77. Stucco; Brown -Finish 32. Fire Wall Penetrations 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1` 8 xterior Elec. Trim; G.F.I. Receptacle -Underground Date Card B-1 Date Card B-1 82. Off Site -Parking -Handicap Date MECHANICAL (Permit) OK except #'s 83. Glass Protection 33. AS.. Ducts Insulation & Support 84. Corrections from Previous Inspections Vent Fan; Exhaust above insulation 85. Gas Test -Meters Tagged; Gas -Electric 35. Condensate Drain & Overflow; Size & Grade 86. Water & Sewer Connected -C/O to Grade -HD Approval 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Energy Compliance Certificate -Other Certificates 37. Attic Access & Platform if Furnance in Attic 88. Roofing Certifica ire Rating 38. H.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date and B-1 Date Card B-1 Dat and 8-1 _ Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44 ire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size& Bearing -Support Fiz. Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) „e COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT o. APPLICATION AND PERMIT i1 . �S- Oa$7, ASSESSOR PARCEL NUMBER 022-210-062(&28 ZONA' . BUILDING.PERMIT OWNER GRIDLEY BIGGS CEMETARY PHONE Sg % SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS - •TELEPHONE 1192 @40 47,680.00 CONTRACTOR'S NAME UNKNOWN CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILNG ADDRESS Filing Fee $ 20.00 Permit Fee $ 401.50 ARCHITECT OR ENGINEER ucENSE NO. Plan Checking Fee $ 260.95 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 2023 HWY 99 PERMIT FEE $ 682.45 BIGGS PLUMBING PERMIT Filing Fee 20.00 Each Trap 4 7.00 28,00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME - PARCEL MAP Water piping 15.00 15,00 Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other CHAPEL SPECIFY_ Gas piping system 1 5 outlets 15.00 Building sewer 15.00 15,00Mobile Home S G I W @20.00 TYPE OF WORK New 9 Addition O Remodel ❑ Utilities O Installation ElOther ❑ Describe Work: PERMIT FEE $ 78.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( III OR LESS 00AORLESS ) 23.00 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. ON ADONS. ( 6 ACC. OLDS. ) 30, 3.50 FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ 1 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. Classification ❑ 1, as the owner, or my employees with wages as their sole compensation, will do erthe work, and the structure is not intended or offered for sale. (Sec 7044) l, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): 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. 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. NEW CONST. MULTI.OUTLET -NON-RESID. ( BRANCH CIRCUITS ) 2 @7.50 15.00 ( PS0, APPA ATCS ) 8 SINGLE OUTLET IR. Ex. Occup. ( OUI LET OR FIXTURES ) SAL. @1.50 Ex. Occup.FIXED APPLNS. OR ( OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 58.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation 2 4. 50 9.00 PERMIT FEE $ 29.00 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 consequ nce of the granting of this permit. 01 X Date oV>, �q 9 ,� Signature of Applicant - ❑ Owner 10 Contractor O Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Contractor Mobile Home Installation Fee $ Energy Inspection ee $ F °CO rrE TOTAL FEES 847.45 L- IIA2. 1 D. FEES IMP I FLOOD I COF I PARCEL PO HLy ✓/ ISSu This permit is . ereby issued under the applicable of the Butte C )unty Code and/or Resolutions indicated above for which fees have been By PERMIT EXPIRES ON provisions to do work paid. N ate �J ReceiptNo. .. 175339 _ __ _ ':VHITE-D.D.S.-B.D. CANARY -AS 11;K ESSOR P:i=�.T:;R GOLOENR00-APPI.ICANT .COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET Proposed Building Use At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted. . 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . g. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer ................. . 4 anitation and plot plan approval O V I �l Health Department . ............ � City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development.about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ..ion ... . Fre-Inspectrequest 20. Pre -inspection for required. . to Building inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _) ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature,authorization........................................ . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... Existing violations/ xpired permits. .. . Plan check list. .. ...�t->�, ►�.... aha .................. . 33. 34. When you issue the permit, _process as f (lows: Ma to owne . Mail to contractor. Teleph ne 94L -J53 . a old for pickup at office. Deliver with inspector. : Other Parcel Creation Acreage Applicants Date Copy of Haz-Mat form sent " Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance 1. Index permit for above items No. 2. Additional items required: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was dvised of above req fired data by _phone _ ma' Counter _Date Plans checked by Date Plans approved by Date 3 2 Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance �- L;� 9- q V- Owne Location ' -I/ Plan Approved for: Sewage Disposal Water Supply: Public Private Well v Clearance for bedroom mobile home. Other V S ; �CJv- s USE ONL Plot PLn AURdm d Poor Plea AnacL Sent to APAP Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/92 v J-` 7-'r Date BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) Firm Narr Address BUILDING PERMIT NUMBER ������ `� APN� Nature of Business Contact Person _ Phone # 53� 1. Does your business or that of your tennants handle, store, or transport hazardous materials? ANO ❑ YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at sta dard temperature 4 pressure), or formulation containing hazardous material? fff NO ❑ YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (91671) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? ANO ❑ YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, f,u� es, vapors, or other volatile compounds? Er NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative/ (Signature) (Date BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section. 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. El1:1 The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE - Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. ~Jeff Spence Laughlin & Company 1008 Live Oak Blvd Yuba City, CA 95991 6,atte, Count L A N D O F N AT U R A L W EA L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 Re: Proposed Chapel at Gridley -Biggs Cemetary A.P. No. 022-210-062 &028 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] other: Action Required: [x] Comply with plan check list [x] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required Date: 3/23/95 Permit #95-0285 Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday. Sincerely, John R. Henry Plan Check Engineer `v Permit Applicant: Gridley -Biggs Cemetary Date: 3/20/95 Permit #95-0285 The above referenced plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications, of calculations as follows: Cemprevious plan check requests, commmercial plans submitted to tounty must include a code analysis on the plans which addresses occupancy, type of constrcution, exiting, an ire resisteive construction, as required. The glulam roof beam should be 24F -V4, not F24V4 as shown on the p ans. Clarify glulam beam size 5x15 shown on plans. Should this b 5? Clarify the meaning of dashed lines shown at entry and restroom roofs on roof framing plan sheet 4. Is the intent that the California framing system goes over the octagonal roof system? larify means of support for vertcial reaction of glulam at compression ring. '64,dC(J I11g��LT 6. Provide continuous ties between diaphragm chords to distruibute anchorage forces per UBC Sec. 2337 (b) 9 C. Provide specifications for tension cable as well as a specification forthe device required to connect tension cable at ends. he masonry column reinforcing must comply with UBC Sec. 2407 (h) 4 C and Sec. 2409 (b) 5. Clarify allowable axial load (Fa) for the masonry column. This value is not the same as for masonry walls. r4The restrooms do not comply with the disabled access dimension -irements. Specify f'm for masonry on the plans per calculations. Contact Butte County Environmental Health Department regarding sanitation and septic system clearances. 00 Gyi/ LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA C11 Y, CA 95991 ' (916) 671.1008 FAX (916) 671.0822 PROJECT 4� ,. B y j 5, P-� D.,5)7kl: JOB NO. 9,4,-308e SHEET_OF rizOMT �o wKA KI'E> J ' -cX6.5X '1' ss X 31 /IN 3 22v 1. # �� <, A��, r ,10• R OF Com' X Woo 4r , ?W►N, [A-maL- 0 2,83'X b' 9 ZZ. /, �'7'* /Z Col, �A �,P 1 �'1 q, I z s 2�, Zv v ►� Poe ,CvW ,? 0e2 OUI'TE CriUNqy 60�'Z'"+'...'.�"'BUILDING DEPARTMENT APPROVED 4 0% F5 0 t5 N TABLE 1 C - SECTION PROPERTIES OF GLUED LAMINATED TIMBER S'O U T 4INE (based )1-3/8' thick laminations) WESTERN SPECIES (b sed on 1-1/2" thick laminations) X -X AXIS Y -Y AXIS X -X AXIS Y -Y AXIS Not Area Not Area Moment Moment Moment Moment Finished Number of Section of Section of Finished Number of Section of Section of Dimensions of Section Modulus Inertia Modulus Inertia Dimensions of Section Modulus Inertia Modulus Inertia b x d Laminations A Sxx Ixx Syr IYy b x d Laminations A Sxx I„ Syr IYY inches x inches int in3 ina in3 in4 inches x inches int in3 ind in3 in? 3 x 5-1/2 4 16.50 15.13 41.59 8.25 12.38 2-1/2 x 6 4 15.00 15.00 45.00 6.25 7.81 3 x 6-7/8 5 20.63 23.63 81.24 10.31 15.47 2-1/2 x 7-1/2 5 18.75 23.44 87.89 7.81 9.77 3 x 8-1/4 6 24.75 34.03 140.4 12.38 18.56 2-1/2 x 9 6 22.50 33.75 .151.9 9.38 11.72 3 x 9-5/8 7 28.88 46.32 222.9 14.44 21.66 2-1/2 x 10-1/2 7 26.25 45.94 241.2 10.94 13.67 3 x 11 8 33.00 60.50 332.8 16.50 24.75 2-1/2 x 12 8 30.00 60.00 360.0 12.50 15.63 3 x 12-3/8 9 37.13 76.57 473.8 18.56 27.84 2-1/2 x 13-1/2 9 33.75 75.94 512.6 14.06 17.58 3 x 13-3/4 10 41.25 94.53 649.9 20.63 30.94 2-1/2 x 15 10 37.50 93.75 703.1 15.63 19.53 3 x 15-1/8 11 45.38 114.4 865.0 22.69 34.03 2-1/2 x 16-1/2 11 41.25 113.4 935.9 17.19 21.48 3 x 16-1/2 12 49.50 136.1 1123 24.75 37.13 2-1/2 x 18 12 45.00 135.0 1215 18.75 23.44 3 x 17-7/8 13 53.63 159.8 1428 26.81 40.22 2-1/2 x 19-1/2 13 48.75 158.4 1545 20.31 25.39 3 x 19=1/4 14 57.75 185.3 1783 28.88 43.31 2-1/2 x 21 14 52.50 183.8 1929 21.88 27.34 3 x 20-5/8 15 61.88 212.7 2193 30.94 46.41 2-1/2 x 22-1/2 15 56.25 210.9 2373 23.44 29.30 3 x 22 16 66.00 242.0 2662 33.00 49.50 2-1/2 x 24 16 60.00 240.0 2880 25.00 31.25 3 x 23-3/8 17 70.13 273.2 3193 35.06 52.59 2-1/2 x 25-1/2 17 63.75 270.9 3454 26.56 33.20 , 3 x 24-3/4 18 74.25 1 306.3 3790 37.13 1 55.69 2-1/2 x 27 18 67.50 303.8 4101 28.13 35.16 5 x 5-1/2 4 27.50 25.21 69.32 22.92 57.29 3-1/8 x 6 4 18.75 18.75 56.25 9.77 15.26 5 x 6-7/8 5 34.38 39.39 135.4 28.65 71.61 3-1/8 x 7-1/2 5 23.44 29.30 109.9 12.21 19.07 5 x 8-1/4 6 41.25 56.72 234.0 34.38 85.94 3-1/8 x 9 6 28.13 42.19 189.8 14.65 22.89 5 x 9-5/8 7 48.13 77.20 371.5 40.10 100.3 3-1/8 x 10-1/2 7 32.81 57.42 301.5 17.09 26.70 5 x 11 ' 8 55.00 100.8 554.6 45.83 114.6 3-1/8 x 12 8 37.50 75.00 450.0 19.53 30.52 5 x 12-3/8 9 61.88 127.6 789.6 51.56 128.9 3-1/8 x 13-1/2 9 42.19 94.92 640.7 21.97 34.33 5 x 13-3/4 10. 68.75 157.6 1083 57.29 143.2 3-1/8 x 15 10 46.88 117.2 878.9 24.41 38.15 5 x 15-1/8 11 75.63 190.6 1442 63.02 157.6 3-1/8 x 16-1/2 11 51.56 141.8 1170 26.86 41.96 5 x 16-1/2 12 82.50 226.9 1872 68.75 171.9 3-1/8 x 18 12 56.25 168.8 1519 29.30 45.78 5 x 17-7/8 13 89.38 266.3 2380 74.48 186.2 3-1/8 x 19-1/2 13 60.94 198.0 1931 31.74 49.59 5 x 19-1/4 14 96.25 308.8 2972 80.21 200.5 3-1/8 x 21 14 65.63 229.7 2412 34.18 53.41 5 x 20-5/8 15 103.1 354.5 3656 85.94 1 214.8 3-1/8 x 22-1/2 3-1/8 x 24 15 16 70.31 75.00 263.7 300.0 2966 3600 36.62 39.06 57.22 61.04 5 x 22 16 110.0 403.3 4437 91.67 229.2 5 x 23-3/8 17 116.9 455.3 5322 97.40 243.5 3-1/8 x 25-1/2 17 79.69 338.7 4318 41.50 64.85 5 x 24-3/4 18 123.8 510.5 6317 103.1 257.8 3-1/8 x 27 18 84.38 379.7 5126 43.95 68.66 5 x 26-1/8 19 130.6 568.8 7429 108.9 272.1 5-1/8 x 6 4 30.75 30.75 92.25 26.27 67.31 5 x 27-1/2 20 137.5 630.2 8665 114.6 286.5 5-1/8 x 7-1/2 5 38.44 48.05 180.2 32.83 84.13 5 x 28-7/8 21 144.4 694.8 10030 120.3 300.8 5-1/8 x 9 6 46.13 69.19 311.3 39.40 101.0 5 x 30-1/4 22 151.3 762.6 11530 126.0 315.1 5-1/8 x 10-1/2 7 53.81 94.17 494.4 45.96 117.8 5 x 31-5/8 23 158.1 833.5 13180 131.8 329.4 5-1/8 x 12 8 61.50 123.0 738.0 52.53 134.6 5 x 33 - 24 165.0 907.5 14970 137.5 343.8 5-1/8 x 13-1/29 69.19 155.7 1051 59.10 151.4 5 x 34-3l8 25 171.9 984.7 16920 143.2 358.1 f 5-1 /8 x 15 - 10 76.88 192.2 1441 65.66 168.3 5 x 35-314 -9- 26 178.8 1 1065 19040 149.0 372.4 5-1/8 x 16-1/2 5-1/8 x 18 11 12 84.56 92.25 232.5 276.8 1919 2491 72.23 78.80 185.1 201.9 X 718 5 46.41 53.17 182.8 52.21 1 tb.Z 6-3/4 x 8-1/4 6 55.69 76.57 315.9 62.65 211.4 5-1/8 x /9-1/2 13 99.94 324.8 3167 85.36 218.7 6-3/4 x 9-5/8 7 64.97 104.2 501.6 73.09 246.7 5-1/8 x 21 14 107.6 376.7 3955 91.93 235.6 6-3/4 x 11 8 74.25 136.1 748.7 83.53 281.9 5-1/8 x 22-1/2 15 115.3 432.4 4865 98.50 252.4 6-3/4 x 12-3/8 9 83.53 172.3 1066 93.97 317.2 5-1/8 x 24 16 123.0 492.0 5904 105.1 269.2 6-3/4 x 13-3/4 10 92.81 212.7 1462 104.4 352.4 5-1/8 x 25-1/2 17 130.7 555.4 7082 111.6 286.0 6-3/4 x 15-1/4 11 102.1 257.4 1946 114.9 387.6 5-1/8 x 27 . 18 138.4 622.7 8406 118.2 302.9 6-3/4 x 16-1/2 • 12 111.4 306.3 2527 125.3 422.9 5-1/8 x 28-1/2 19 146.1 693.8 9887 124.8 319.7 6-3/4 x 17-7/8 13 120.7 359.5 3213 135.7 458.1 5-1/8 x 30 20 153.8 768.8 11530 131.3 336.5 Permit Applicant: Gridley -Biggs Cemetary Date: 3/20/95 Permit #95-0285 The above referenced plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications, or calculations as follows: 1. Per previous plan check requests, commmercial plans submitted to Butte County must include a code analysis on the plans which addresses Coccupancy, type of constrcution, exiting, and fire resisteive construction, as required. 7)i GN f sNi . epl he glulam roof beam should be 24F -V4, not F24V4 as shown on the s. larify glulam beam size 5x15 shown on plans. Should this be 5 1/8 ? T E/?�/f/NE-// S 5 k l 5�fj�, i coed /S /eGN• l�A71 .5-VWA"� Sx/j . larify the meaning of dashed lines shown at entry and restroom roofs on roof framing plan sheet 4. Is the intent that the California framing system goes over the octagonal roof system? ea� CalhOT, larify means of support for vertcial reaction of glulam at ression ring. ` [� U , C � �,i,rAs" I Silt 4' , �D17$i7 C�C.cS T"T 1Z 6. Provide continuous ties between diaphragm chords to distruibute anchorage force per UBC Sec. 2337 (b) 9 C. P�'•� D r n �i9,us N T rovide specifications for tension cable as well as a specification (for the devic�e.,requix- to connect tension cable at ends. rFecolsio MOTs �3ii1 ¢• {{ PPi (fo 7_->ATi. 8. The masonry column reinforcing must comply with UBC Sec. 2407 (h) 4 �C and Sec. 2409 (b) 5. Clarify allowable axial load (Fa) for the masonry column. This alp e is not the same as for masonry walls. The restrooms do not comply with the disabled access dimension re iremep" I-VISleu Wr Specify f'm for masonry on the plans per calculations. To Srglf l . SNT 5. Contact Butte County Environmental Health Department regarding �Asani ation and septic system clearances. (�'Pwue'z S 06 -MET -1W i l�l�C s 233 7 ' e �ZGt Lim s'aeevtLr� �€ Ig E 4-6 P67�P1 &EX �@ 2 A 3 5 Pte. Nov-, Co - Z2L�Z T s Z Z SiN ( L Az 15 5,cl"orc oL. - q 345 0 -cc 5 1 - - 01 �'7 c 3 1312°20 sF . DL /3/2.20 X 15; 9 = 240 CSS Z L-. P _ 131 Z. 2v k 2 0 CAI_ 123 - 2 (. S 37 1 RA C%,ggq' 8,249' l 10If, b2 Sr - Po L,= 161 x IS = 2 460 �g 3 -� cl*CIGs p 3 co 4 Z x Zx exAA Z C%,ggq' 8,249' l 10If, b2 Sr - Po L,= 161 x IS = 2 460 �g 3 -� cl*CIGs B U T T E C 0 U N T Y B U I L D I N G D I V I S I O N 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 (916) 538-7541 F A X C O V E R S H E E T FAX NUMBER (916) 538-2140 DATE: • PERMIT # ✓'' 28 ✓ ATTENTION: V� COMPANY: L +�li (��N w • FAX # &.7/-09('Z- REGARDING: r®g('liREGARDING: �1��dG.�7 166* 5 CiVW&774- SUBJECT: n SPECIAL INSTRUCTIONS: [] SEE PLAN CHECK LIST TO FOLLOW [] REVIEW AND RESPOND ACCORDINGLY [ ] FOR YOUR INFORMATION ONLY � COMMENT: P66N ��5 CA -66 S-38- 7541 7 0 SINCER Y, JOHN R. Y, P.E. " PLAN CHE K ENGINEER 4 . _ s a u PROJECTS _ LAUGHLIN & CO. CIVIL ENGINEERS BY \xle-a DATE 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 FAX (916) 6710822 JOB NO. �� why 3 lCe V SHEET _/ OF_� — �2c, ►�T � � I � S L , 2f sms c,,A- ^5 S I` 3 V s f Avr5 - Paov,,G-n on r s Mee; (24,gp. 3 3 . AA -r Gtr (,5ec", ^ A' LAUGHLIN 8c CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 FAX (916) 671.0822 I V IS l T 0125 PROJECT L_(L%�_r�4' 'l'-/ -- ----- ,/ �A BY DATE �__. JOB SHEET L4 1.01iG f��. Q U! (:(� ►uc� iJ { ���.r. =.t 070, L GHLIN & CO. AU 'X•P T-1 CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 6711008 FAX (916) 6710822 PROJECT _ BY,,z e DATE,�;_'o ev rl JOB NO.— SHEET— —OF--.---. '77rm, 21 I Col 0 (1V V\e- Y, 1, z tit-, .15 1 x 5,5 Y, u x 12/240 5- 4 F/5?� A MAY, lep oz 4A UGHLIN & CO. CIVIL ENGINEERS • 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1008 . FAX (916) 671-0822 PROJECT BY DATE JOB NO.--,"-' SHEET- --OF- 7-01 oi( U-) 35 x,141 4 4 q o (A) us -9 35 11 I 't A/ 7 7:3 AAooe A LAUGHLIN & CO. CIVIL ENGINEERS • 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 FAX (916) 671-0822 �G����r���J off' �r?,�.�;n��r.. �� a, a�. PROJECT BY DATE Z-:�- JOB NO.(,% 3 0 SHEET an OF ��fs �7f5` _ , /* 4-1 q z 45315ft RNs & - ED 00 AP500" Ilk -7v -;oavoc�(-S Z# t} I^ LA►UCHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1008 FAX (916) 671.0822 a PROJECT- BY DATE M1 JOB N0.= SHEET 15 OF X11 oma(. A U QL J � en 57�4•v,rt�'t V !lGtL� 'frw 7a, r 31 " 1) Q rf LAUGHLIN & CO. "IMM, CIVIL ENGINEERS 1008 LIVE QAK BOULEVARD YUBA crry, CA 95991 (916) 671-1008 FAX (916) 6.71-0822 7 PROJECT ",I BY J - JOB SHEET. OF 042 0 k, ,30-L trp cpc, vt�� 7 r LA UGHLIN & CO. CIVIL ENGINEERS 1008 LIVE:OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 FAX (916) 671-0822 PROJECTl17_LF-Y 04�) — BY --�• `. �� n �C DATE _'� JOB NO.��' gAl SHEET :2 9411< r. 4 a /0 l,� z 23,-7Ou 67052 - � �n = 25.�(•vv �2� � 113 �3 t ' 2�vunASX� S �Xid� Z ► l4 < dV �%P►-�G TO Iol ► . ... � � � s 'i`1 � � � To ��-+sem. �lh � �.. • M. L.AUG!°iLIN �c CO. PROJECT _ CIVIL ENGINEERS BY Nj �!' < � DATE C. 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916)67 . 1-1008 FAX (916) 6710822 JOB NO. SHEET OF • �c�, � . �-� �.�� . I°�;= , 2 ��,,4z+ .Usk � h' ,l 91 � �,a,Z�15��xCrO•Z)+.GSG8:'CI�?w�)��'.og3 'I A � � ia� ► _�.��---f'�"--� , � P `� �a = 2 �,, Ste' X � S (Z�.n c.o e.�'(v� 11 Wce Cuj• x 4IWA (log,.;', r'� �-'� 2 •G� T i = L,�a U G H L I N & C O. PROJECT CIVIL ENGINEERS BY +J N'✓ DA E_�� ' ►�' 1008 LIVE OAK BOULEVARD YUBA CITY, CA 99991 4 (916) 671-1008 FAX (916) 6710822 JOB NO. SHEETOF ' L-�-%ERA-"L.: �' , _., • . rs Foam 7o ;�zc or tWU4 & loaf> s 8 Co�X 2-31/"/1411 . 4- �Z uVeooF �dvA�u. a /!� �dt S ►� a'� /� n 4U �k * T� YUA 3: / 78 17 foil vjINr> , roe 7A y a A z 4� • - 0 c LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY. CA 95991 (916) 671.1008 FAX (916) 6710822 PROJECT BY JOB NO. ___ _ •x'7'9 SHEET OF r LAUGHLIN CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1008 FAX (916) 671-0822 PROJECT BY nee ct DATE- _� JOB NO. /u SHEET OF y. LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 FAX (916) 671-0822 PROJECT 6-21bLE1 r BY �-'� �P`Cc DATE JOB NO. SHEET j?, OF z� I 00-0CS#4T �4 • IgrnF 2Z, r 1• L ________________________________________________ , � __________________ AVANSSE Structure dare gridlyy cemetery ' Page A~1 ------------------------- _____________________________________________________ Structure info: ` . ---------- �------------ �-------------------- _------------------------------------- Tyoe of structure: Frame 2D (x -v olane� Unit system: U.S. customary D.o.& oer node: ` . 3 Data file: GRIDLEY2.AVD Size oV Nodes: 46 Materials: J. Member tvpes: l Frame members: 44 Plates: Node � �10 11 � . 12 � 14 � 15' 1� 18 19 � 20 � �21 ,22 23 24 25 � 26 2�i � 28 � , 29 30 . 3� ` 32 c � 33 GEOMETRY X [ftl ----- Z ---------------------------------------------------- Y [ftl 0.0000C) 0.00000 ' 1.00000 0.33300 2.00000 0.66700 3.00000 1.000@ 4.00000 1.33300 5.00000 1.66700 6.00000 2.00000 7.00000 2.33300 8.00000 2.66700 9.00000 3.00000 10100000 3.33300 11.i)0000 3.66700 12.00000 4.00000 13.`0000 4.33300 14.00000 4.66700 15.00000 5.00000 16.00000 ' 5.33300 17.00000 5.6670(-'- .667001R.00000 1 B. 0000C) 6.00000 19.00000 6.33300 20.00000 6.66760 21.00000 7.00000 ' 21.50000 7.16000 22.00000' 7.00000 23.00000 6.66900 24.00000 6.33300- .3330025.00000 25.00000 6.00000 26.00000 5.66700 27.00000 5.33300 28.00000 5.00000 29.00000 ^ 4.66760 30.00000. 4.33300 31.00000 4.00000 AVANSSE (Data) gridlev cemetery We A. ______________________________________________________________________________ Node coordinates (continued): Node .............. _......... X Fftl 0 Y [ftl ' 34 ........................................................ 32100000 3.66700 35 33.00000 3.33300 ' 36 34.00000 3.00000 37 ' 35.00000 2.66700 38 36.00000 2.33300 39 37.00000 2.00000 40 38.00000 1.66700 41 39^00000 1.33300 42 40.6000c) 1.00000 43 41.00000 0.6'700 44 42.00000 0.3330 0 '45 43.00000 0.00000 46 0.00000 0.00000 Node restraints (Translations and rotations): Restrained: [XJ . Not restrained: --- _ Node X ���������1�����������������-------------------------------------------------- trasl. Y trasl. Z rotat. ' ' `4 �Xl [Xl � --- � 42 [X1 [XJ --- Matirial'projertieo: Material E modulus . Poisson's Unit weight Thermal noef. .No. ---------------------------------------------------- lb/in2 ratio 1b/ft3 1 / x F:' .� 1.60000E+06 _____________________ 0.00000 3.50000E+01 0.00000E+00 Member tvoes: Notes.- ' ' V Prooerties are related to orinci6al axes - 1, Offset anole (Off angle) is the anole between orincioal and local axes t Riqht hand rule (about local axis 1) gives the sign of Off angle * Princioal ___________________________________________________________________ axes are denoted bv 2' and 3' Membir ,tvoe No. 1 ========================================================= Section: 5X15 GLU-LAM Lineal weiqht: 2625 lb/ft PRQ'PERTIES: . Area I313' I2'2' Torsion J Factor Factor Off anqle TWO [in4J TWO [in4J shear 2' shear 3' [x7 ' 15.06 1407.375 156.6253 494.966594 1.2 1.2 0.00 G EO ME T R Y (in) : RECTANGLE Width Hioht ` ` ' 5.004 15 AVANSSE (Data) oridlev cemetery page Ar3 ....... n ... 2 ..................................................................... ' Frame members: Notes.- * DEFAULT: Axis 3 lies on olane X -Z * AXIS n = nde1-nde2: Axis n is set oarallel to vector nde1 -> nde2 * AXJS n x: Axis n is set oarallel to global axis x * ROTAT x: Axis 2 & 3 are rotated about axis 1 bv amount x * Positive sign of ROTATion is given bv the "Right hand rule" ` * 1-2. 1-3 Plane 1-2 and Plane 1-3 at which released are showed * H: Hinge S: shear release A: axial release T: torsion release ` ______________-__________________________________________________ Planes Memb Node Node Tyoe Mat Local axes RigidJ RigidK 1-2 1-3 No. J K No. No. settings [ft] [ft] J K J K A T 7����� � _ _________________________________�______' ___________ _________________ 1 .1. 2 1 1 DEFAULT 0.00 0.0� - - - - - - 2 2 3 1 1 DEFAULT 0.00 0.00 - - - - - - 3 -3 ` 4 1 1 DEFAULT , .0.00 0.00 - - - - - - 4 .4' 5 1 1 DEFAULT 0.00 0.00 - - - - - - ` 5 15 6 1 1 DEFAULT 0.00 0.00 - - - - - - 6. 6 7 1 1 DEFAULT 0.00 0.00 - - - - - - 7 7 8 1 1 DEFAULTO.00 0.00 - - - - - - ~ 8 8 9 1 1 DEFAULT �0.00 0.00 - - - - - - 9- 9: 10 1 1 DEFAULT 0.00 0.00 - - - - - - 10 10' 11 1 1 DEFAULT 0.000.00 - - - - - - .11 '11- 12 1 1 DEFAULT 0.00 0.00 - - - - - - 12 12 13 1 1 DEFAULT 0.00 0.00 - - - - - - 13 13 14 1 1 DEFAULT 0.00 0.00 - - - - - - 14 14. 15 1 1 DEFAULT 0.06 0.00 - - - - - - 15 15 16 1 1 DEFAULT 0.00 0.00 - - - - - - 16 16, 17 1 1 DEFAULT 0.00 0.00 - - - - - - 17 17 18 1 1 DEFAULT 0.00 0.00 - - - - - - 18 18 19 1 1 DEFAULT .0.00 0.00 - - - - - - 19 19 20 1 1 DEFAULT 0.00 0.00 - - - - - - 20 ' 20 21 1 1 DEFAULT 0.00 0.00 - - - - - - 21 21 22 1 1 DEFAULT 0.00 0.00 - - - - - - 22 22 23 1 1 DEFAULT 0.00 0.00 - H - - - - 23 24 23 1 1 DEFAULT 0.00 0.00 - - - - - - 24 25 . 24 1 1 DEFAULT 0.00 0.00 - - - - - - 25 26 Q5 1 1 DEFAULT 0.00 0.00 - - - - - - 26 ` 27 26 1 1 DEFAULT 0.00 0.00 - - - - - - 27 28 27 1 1 DEFAULT 0.00 0.00 - - - - - - 28 29, 28 1 1 DEFAULT -`0.00 0.00 - - - - - - 29 30 *29 1 1 DEFAULT- - ' '��' ` 0.00 0.00 - - - - - - 30 31 30 1 1 0.00 - - - - - - 31 32 31 1 1 0.00 - - - - - - 32 33 31 1 10.00 - - - - - - 33 34 33 1 1 D 00 0.00 - - - - - - 34 35 34 1 1 0.00 - - - - - - ' 35 36 35 1 1 LT�'y �`00 0.00 - - - - - - . ` ^ . -` ~' -��'' 36 37' 36 1 1 DFFA�Ll�'' '�`.. ^''' 0.00 0.00 - - - - - - � 37 38 37 1 1 DEFAULT�`'�` ''`��� ' ,�0,00 0.00 - - - - - - 38 39� 38 1 1 DeFAULT � ��� ` ' 0.00 0.00 - - - - - - 39 .40 39 1 1 DEFAULT 0.00 0.00 - - - - - - , 40 41 40 1 1 DEFAULT 0.00 0.00 - - - - - - 41 41 41 1 1 1 DEFAULT. 0.00 0.00 - - - - - - AVANSSE (Data) ______________________________________________________________________________ ` gridlev cemetery Paoe A'4 Frame ' members (continued)r ' Planes Memb Node-Node Tvoe Mat Local axes RipidJ RioidK 1-2 1-3 No. ______________________________________________________________________________ J- K No. No. settinqs [ft] [ft] J K J K A T 42 43' 42 1 1 DEFAULT 0.00 0.00 - - - - - - 43 44 43 1 1 DEFAULT 0.00 0.00 - - - - - - 44 45 44 1 1 DEFAULT 0.00 0.00 - - - - - - � ` LOAD COMBINATIONS LOAD CONDITIONS � , ^ ' ' LOAD CASE: DEAD+LIVE - ****************************************************************************** Loadoatterns for frame/truss members: Notes.- ' * Distances are measured from node J (node Orioin) ' * 'Percent distances are comouted as oercent of member's length ' * Distrib: Means iinerarlv distributed force * Distributed forces shows initial and final Magnitude/Distance ----------------------------------------------------------- -------------------- Load ________________Load oattern No. Distrb: Dir -Y: 578lb/ft@0.00ft & 5511b/ft@100% Load oattern No. 2 ======================================================== Distrb: Dir -Y: 551lb/ft@0.00ft & 525lb/ft@100% Load oattern No. 3 ======================================================== Distrb: Dir -Y: 525lb/ft@0.00ft & 496lb/ft@100% � Load oattern No. 4 ======================================================== Distrb: Dir -Y: 496lb/ft@0.00ft & 470lb/ft@100% Load oattern No. 5 ======================================================== Distrb: Dir -Y: 4b/ft@0.00ft & 444lb/ft@100% Load oattern No. 6 ======================================================== Distrb: Dir -Y: 444lb/ft@0.00ft & 417lb/ft@100% Load oatterno. 7 ======================================================== Distrb: Dir -Y: 417lb/ft@0;00ft & 388lb/ft@100% Load oattern No. 8 ======================================================== Distrb: Dir -Y: 380lb/ft@0.00ft & 362lb/ft@100% Load oattern No. 9 ======================================================== Distrb: Dir -Y: 362lb/ft@0.00ft & 341lb/ft@100% Load oattern No. 10 Distrb: Dir -Y: 341lb/ft@0.00ft & 310lb/ft@100% Load oattern No. 11 ======================================================== bistrb: Dir -Y; 310lb/ft@0.00ft & 2821b/ft@100% Load'oatte& No. 12 ======================================================== . Distrb: Dir -Y: 282lb/ft@0.00ft & 254lb/ft@100% Load oattern No. 13 Dist'ibi'Dir -Y: 254lb/ft@0.00ft & 228lb/ft@10'0% Load'Attern No. 14 ======================================================== Distrb: Dir -Y: 228lb/ft@0.00ft & 201lb/ft@100% ' AVANSSE (Data) gridlev cemetery Pape ---------- ----------------------------------- _________________________________ ' Load oatterns for frame/truss members (continued): ........ =.= -------------------------------------------------------------------------------------------- Load oattern-No. 15 ======================================================== Distrb: Dir -Y: 201lb/ft@0.00ft & 175lb/ft@100% Load oattern No. 16 ======================================================== I Distrb: Dir -Y: 175lb/ft@0.00ft & 146lb/ft@100% Load oattern No. 17 ======================================================== Distlb: Dir -Y: 146lb/ft@0.00ft & 120lb/ft@100% Load oafterp No. Distrb: Dir -Y: 120lb/ft@0.00ft & 94lb/ft@100% Load battern No. 19 ======================================================== Distrb:.Dir -Y: 94lb/ft@0.00ft & 67lb/ft@100% Load oattern No. 20 ======================================================== Distrb: Dir -Y: 67lb/ft@0.00ft & 38lb/ft@100% Load oattirn No. 21 ======================================================== bistrb: Dir -Y: 38lb/ft@0,00ft & 151b/ft@100il Load 'oattern No. 22 Di�trb: Dir -Y: 15lb/ft@0.00ft & 0.00lb/ft@160% Load oa+tern No. 23 ' Distrb: Dir-Y: 578lb/ft@0.00ft & 551lb/ft@100% Load. oattern No. 24 ======================================================== Distrb: Dir -Y: 551lb/ft@0.00ft & 525lb/ft@100% Load o@ttern No. 25 Diptrb: Dir -Y: 525lb/ft@0.00ft & 496lb/ft@100% Load oattern No. 26 ======================================================== MOM; Dir -Y: 496lb/ft@0.00ft & 470lb/ft@100% Load oattern No. 27 ======================================================== Diltrb: Dir -Y: 470lb/ft@0.00ft & 444lb/ft@100% Load oatter]No. 28 ======================================================== Distrb: Dir -Y: 444lb/ft@0.00ft & 417lb/ft@100% Load pattern No. 29 ======== Distrb: Dir -Y: 417lb/ft@0.00ft & 388lb/ft@100% Load hattern No. 30 ======================================================== Distrb: Dir -Y: 380lb/ft@0.00ft & 362lb/ft@100% Load oattern No. 31 Distrb: Dir -Y: 362lb/ft@0.00ft & 341lb/ft@100% Load oatteQ No. 32 ======================================================== Distrb: Dir -Y: 341lb/ft@0.00ft & 310lb/ft@1V0% Load oattern No. 33 ======== Distrb: 'Dir -Y: 310lb/ft@0.00ft & 282lb/ft@100% Load oatterh No. 34 ======================================================== Distrb: � Dir -Y: 282lb/ft@0.00ft & 254lb/ft@100% ' Load.oattern No. 35 ======================================================== strb: .Dir -Y: 254lb/ft@0.00ft & 228lb/ft@100% Load `pattern No. 36 ======================================================== Distrb: Dir -Y: 228lb/ft@0.00ft & 201lb/ft@100% Load oa ern o. L d tt� N 37 Distrb: Dir -Y: 201lb/ft@0.00ft & 175lb/ft@100% Load oattern No. 38 ======================================================== Distrb: Dir -Y: 175lb/ft@0.00ft & 146lb/ft@100% Load oatter'n No. 39 ======================================================== _ Distrb: Dir -Y: 146lb/ft@0.00ft & 120lb/ft@100% Load oattern No. 40 ======================================================== � Distrb: Dir -Y: 120lb/ft@0.00ft & 94lb/ft@100% ,Load pattern No. 41 ======================================================== Distrb: Dir -Y: 94lb/ft@0.00ft & 67lb/ft@100% . . �. AVANSSE Math) gridley cemetery Pape JL~� ____________________________________________________________________ ' ` Load oatterns for frame/truss members (continued): ________________________________________________________________________ � Loadoatturn No. 42 Distrb: Dir -Y: 671b/ft@0.00ft & 38lb/ft@100% Load oattern No. 43 ========= Distrb: Dir -Y: 38lb/ft@0.00ft & 151b/ft@100% Lbad oattern:No. 44 ======================================================= Dist ` : Dir -Y: 15lb/ft@0.00ft & 0.00lb/.t@100% *********************$******************************************************** Load on frame members: Frame member No. Load Pattern No. ----------------------------------------------------------------- ------------- 2 2 ' 3 5 5 � 6 6 ' 7' 7 ^ 8 8 � `9 9 ' 11 11 12 ' 12 ' 13 13 ' 14 . 14 15 15 16 16 17 17 . 18 18 19 19 20 20 21 21 22 . 22 . 23 .44 . 24 43 25 42 26 41 27 40 39 2,c-3 � - � 29 38 30 37 31 . 36 32 35 33 34 34 3� ^ ' 35 32 ' 36 31 37 30 ' 38 29 39 28 40 27 41 26 ` 42 25 ' 43 24 44 23 __-__-_____________________________________________________-_________________ AVANSSE . ' Linear analvsis results gridlAv Cemetery Page An ............................... _________________________________ ****************************************************************************** Structure into- .... 2 ....... z ------------------------------------------------------------------- Tyoe of structure: Frame 2D (x -v olane) Unit system: U.S. customary D.o.f. oer node: 3 Data file: GRIDLEY2.AVD NODE DISPLACEMENTS ` � ' LOAD: DEAD+LIVE|~�^ Node disolacements (Translations and rotations): 'Node* X Trasl. Y Trasl. Z -Z Rotat. , _----------------- [in] _------------------------ [in] [x] _---------------------------- ~ 1 ` --0.043713- � 0.130878 _------- -0.206797 . 2 -8.029296 0.087615 -0.207165 31 -0.014772 0.044216 -6.209705 ' 4 --- --- -0.216492 5 0v014984 -0.046781 -0.220213 6 W029876 -0.093099 -0.213451 7 0.04391B -0.136953 -0.197975 8 0.056606 -0.176699 -0.175436 9' 0,067539 -0.211028 -0.147385 10 ' 0.076315 -0.238949 -0.115279 11 0.082735 -0.259757 -0.080455 ` 12 V.086667 -0.273022 -0.044168 13! b.088027 -0.278571 -0.007581 14 0.086843 -0.276455 0.028287 15 0.083189 -0.266928 0.062509 16 0.077233 -0.250435 0.094236 17 0.069163 -0.227570 0.122761 18 0.059199 -0.199103 0.147462 19 0.047685 -0.165874 0.167812 20 0.034911 -0.128852 0.183411 21 0.021181 -0.089071 0.193946 22' 0.006938 -0.047626 0.199207 23 0.000000 -0.026631 -0.199851 24 -0.006938 -0.047626 -0.199207 25 +0.021181 -0.089071 -0.193946 26 =0.034911 -0.128852 -0.183411 27' -0.047685 -0.165874 -0.167812 28 � -/059199 -0.199103 -0.147462 29 0.069163 -0.227579 -0.122761 30 -0.077233 -0.250435 -0.094236 ' 31 _0,083189 -0.266928 -0.062509 32 -0.086843 -0.276455 -0.028287 K -0.088027 -0.278571 0.007581 34 -0.086667 -0.273022 0.044168 AVANGSE. (Results) qridley cemetery Page As _o ---- 7________________________________________-__________________'_^~ Node disolacements (Translations and rotations) (continued): . Node X Trasl. Y Trasl. Z -Z Rotat. ______________________________________________________________________________ [in] Actions in relation [in] [x] 35 -0.082735 -0.259757 NOTE.- � 0.080455 36 -0.076315 -0.238949 0.115279 37 -0. 7539 -0.211028 0.147385 38` 70.056606 -0^176699 1-3 0.175436 39 -04043918 -0.136953 Moment33 0.197975 40 -0.029876 -0.093099 lb 0.213451 41 -0.014984 -0.046781 1 --�--�--------------------------------_____________________________________ 0.220213 42 --- --- 0.216492 43 0.014772 0.044216 0.209705 44 0.029296 0.087615 0.00 0 207165 `\ . 45 0.043713 0.130878 -3414 � 0.206797 46 0.000000 0.000000 0.000000 ,. , . � � . 0.00 � SUPPORT REACTIONS ` . - LOAD: DEAD+LIVIE ' Node reactions (Forces and moments): Node X Force Y Force Z -Z Moment [lbJ [lbJ [lbzin*) --------------------------------------------------------------------------------- 4 4.1902E+03 6.2052E+03 --- 42 -4.1902E+03 6.2052E+03 --- ` MEMBER ACTIONS ****************************************************************************** Frame members: Actions in relation with'the orincipal axes of the element NOTE.- � LOAD # 1 = DEAD+LIVE ___________________________________-__-_______________________________________ � Axial Dist 1-2 Plane 1-3 Plane . Axial Mem Load 'j force to J Shear2 Moment33 Sheah3 Moment22 Toroue #. #. ` lb ft lb lbzin lb lbzin lbzin 1 --�--�--------------------------------_____________________________________ � 1 89.175 � '0.00 0.00 0.00 0.00 0.00 0.00 1.054 2.-------------------------------------------------------------------------- 535.585 -3414 � 0.00 0.00 0.00 � �1 264.05 � � . 0.00 535.425 -3414 0.00 0.00 0.00 1.054 ................ 1045.714 W................... -13442 0.00 0.00 0.00 428.972 ______________________________ 0.00 1046.028 -13442 ' 0.00 0.00 0.00 � 1.054 ' � 1530.379 -29764 � 0.00 0.00 0.00 AVAWSSE (Results) pridley cemetery Paoe A+� ----------------------------------------------------------------_-___________r Frame meMbers (continued): � � Axial Dist 1-2 Plane 1-3 Plane Axial Mem Load force to J Shear2 Moment33 Shear3 Moment22 Toroue # # . lb ft lb lbzin lb lbzin lbzin 4 -'--=---------------------------------------------------_________________ .1 0350.16 0.00 -3033.162 -29764 0.00 0.00 0.00 � 0.873 -2651.829 0.00 0.00 0.00 0.00 1.054 -2574.902 6674.97 0.00 0.00 0.0O 5 ------- �---------------- _----------------------------_____________________ V -�5203.79 0.00 -2570.155 5674.97 � 0.00 0.00 0.00 ' 1.054 -2136.694 35423.6 � 0.00 0.00 0.00 6 ------�-------�--0--------------------------� 1 ' �-5061.47 ` � 0.00 -2141.31 35423.6 0.00 0.00 0.00 7`--7 ------------------- 1.054 -1732.861 ----------------------------------------------------- 598I6.6 0.00 . 0.00 0.00 1 -4929.88 � ` ' 0.00 -1732.861 59896.6 0.00 0.00 0.00 1.054 -1350.978 79369.6 0.00 0.00 0.00 8-�------------------_--------------------------__________________________ ' 1 -4808.74 0.00 -1346.598 79369.6 0.00 0.00 0.00 ' 1.054 -994.707 94162.3 0.00 0.00 0.00 9__________________________________________________________________ � 1 -4693.55 ' � ' 0.00 -998.982 94162.3 0.00 0.00 0.00 '1.054 -665.486 104667.2 0.00 0.00 0.00 10 ---------------------------------------------------------________________ 1 -4586.6 0.00 -665.486 104667.2 0.00 0.00 0.00 1.054 -356.659 111100.2 0.00 0.00 0.00 11 ----------------------------------------------------------------------------- 1 -4488.62 � 0.00 -352.50 111100.2 0.00 0.00 0.00 . ` 1.054 -7'.8233 113756.9 0.00 0.00 0.00 1.2 -------------------------------------------------------_______________ � 1 -4399.33 � 0.00 -75.8204 113756.9 ` 0.00 0.00 0.00 . ' 0.303 0.00 113894.1 0.00 0.00 0.00 ' 1.054 178.4521 113079.8 0.00 0.00 O.00 13 `��----------------------------------------- ------------------------------ --------____________________1' 1' -4318.92 0.00 '178.4521 113079.8 0.00 0.00 0.00 1.054 407.108 109350.8 0.00 0.00 0.00 14 ------------------------------------------------------------------------- 1 -4246.5 0.00 410.96 109350.8 0.00 0.00 0.00 ' 1.054 614.412 102837.5 0.00 0.00 0.00 15 ------------------ 2--------------------_______________________________ 1 -4183.38� ' 0.00 610.621 102837.5 ' 0.00 0.00 0.00 � � 1.054 788.991 93960.5 0.00 0.00 0.00 \ � � . . � � AVANSSE -------------------------------------------- (Results) qridley cemetery � .. ------------------------------------ . Page A -Io Frame members (continued). ` Axial Dist 1-2 Plane 1-3 Plane Axial Mem Load force to J Shear2 Moment33 �Shear3 Moment22 Toroue � �# # lb . ft lb lbzin ` lb lbzin lbzin 16 -----------------------------------------a�______________________________ � 1 -4128.33 ' , `. � 0.00 788.991 93960.5 . 0.00 0.00 0.00 1.054 941.27 82989.4 ` 0.00 0100 0.00 17 ---- n--.----------------------------.---__ �_______________________________ 1 A4081.06 � � � �, 0.00 944.962 82989.4 0.00 0.00 0.00 ' 1.054 1071.111 70210.1 0.00 0.00 0.00 18 --�--------------------------------------' __________________________1 --------------------------------- 1 �4044.05 � 0.00 1067.457 70210.1 4A 0.00 0.00 0.00 1.054 1168.976 56041.1 &:( 0.00 0.00 0.00 19 -------- ------------------------- w-_---___�_................................. 1 -4014.43 � � 0.00 1168.976 ' 56041A �'' ' 0.00 0.00 0.0(...,) 0^00' 0.00 0.00 20 ------------�-� �� ��-�-- � �� �r --�-�---r� + �� � �-��e�*,�._--------_--------------- - � - 1 -3992.28 ' 0.00 1248.954 40746-� .` 0.00 0.00 0 0� . " [ ' 1.054 1298. 75 24600. 72 0.00 0.00 21 ---------------------------------------- ____________________________ 1-3980.94 ' 0.00 1295.164 24600.72 . 0.00 0.00 0.00 22 ----------------------------------- � 1.054 1320.307 8037M a..... 0.00 0.00 0.00 I -8991.42 ___________________________ ' 0.00 1273.499 8037.68 0.00 0.00 0.00 21 -------- � --_------------------------- 0.525 1277.071 M00 0--------------------------------------- 0.00 0.00 0.00 1 -3991.42 ' � 0.00 1273.499 8037 68 0.00 V0� 0.00 -0.525 1277.071 W00 0.00 0.00 0.00 24-----------------------------------�---___ . ' ��_.____________________________ 1 23980 . 94 � � 0.00 1295.164 24600.72 0.00 0.00 0.00 1.054 1320.307 8037.68�� � � 0.00 0.00 0.00 25 ----------------------------------------- +�__�___�________________________ 1 . -3992.28 � 0,00 1248.954 40746 . 0.00 0.00 0.00 1.054 1298.75 24600.72 � 0.00 0.00 0.00 26 --------------------- -....................... _.............................. 1, -4014.43 � ' ^0.00 1168.976 56041.1 0.00 0.00 0.00 � 27 ------_____7____________________________2________________________________ 1.054 1245.353 40746 0.00 0.00 0.00 1 -4044.05 1067.457 70210.1 0.00 0.00 0.00 , 1.054 1168.976 56041.1 0.00 0.00 0.00 28 ------ -----------------------------________________ � _ _ __________________ --74081 . 06 � � ' 0.00 944.962 82989.4 0.00 0.00 0.00 ' � 1.054 1071.111 70210.1 0.00 0.00 0.00 ^ . � AVAWSSE (Rlt s .esu ) __.... �----------------------------------------------------------------------- qr� �dl ev ceme ery t Page Fqame members. (continued): � Axial Dist 1-2 Plane 1-3 Plane Axial Mem Load force to J Shear2 Moment33 Shear3 Moment22 Toroue # 29 # --7-------------------------------------- ' lb ft lb lbzin lb lbzin L----------------- lbzin 1� �4128.33 ------------- � 0.00 788.991 93960.5 0.00 0.00 0.00 1.054 941.27 82989.4 0.00 0.00 0.00 30 ----------------------------------------------______________________ � 1 -4183.38 � 0.00 610.621 M837.5 0.00 0.00 0.00 1.054 788.991 93960.5 0.00 0.00 0.00 31 --------------------------------------------------------------___________ . 1 -4246.5 0.00 410.96 109350.8 . � � 0.00 0.00 0.00 32 - ------------------------------------------- 1.054 614.412 102837.5 0.00 0.00 0.00 1 -4318.92 � ------------------------------ 0.00 178.4521 113079.8 0.00 0.00 0.00 33 ---.---------------------------------------------________________________ 1.054 407.108 109350.8 0.00 0.00 0.00 _ 1 -4399.33 _ ` 0.00 -75.8204 113756.9 0.00 0.00 0.00 � 0.303 0.00 113894.1 0.00 0.00 0.00 � 1.054 17814521 113079.8 0.00 0.00 0.00 34 -------- _................................................................. '1 -4488.62 0.00 -352.577 111100.2 0.00 0.00 0.00 . 1.054 -71.8233 113756.9 0.00 0.00 0.00 35 --------------------------------------------_-___________________________ !4586.6 � 0.00 -665.486 104667.2 0.00 0.00 0.00 � 1.054 -356.659 111100.2 0.00 0.00 0.00 36 ----------------------------------------------_________________________-- 1 2469�.55 ' 0.00 -998.982 94162.3 0.00 0.00 0.00 37 � ------------------------------------------ 1.054 -665.486 104667.2 0.00 0.00 0.00 1 -4808.7-1. � _�_.___________________________ 0.00 -1346.598 79369.6 ` 0.00 0.00 0.00 1.054' -994.707 94162.3 0.00 0.00 0.00 38 -------------------------------------------------------------- ---------- _________1' I' -4929.88 � 0.00 -1732.861 59896.6 0.00 0.00 0.00 � 1.054 -1350.978 79369.6 0.00 0.00 i0.00 39 -----------~----------------------------____ ` � ---------------------------- _ 1 ''-5061.47 ' 0.00 -2141.31 35423.6 0.00 0.00 0.00 � 1.054 -1732.861 59896.6 0.00 0.00 0.00 40 ---------------------------------- L ....................................... �1 � -5203.79 � 0.00 -2570.155 5674.97 0.00 0.00 0.00 � 1.054 '-2136.694 35423.6 0.00 0.00 0.00 ^ � ^ . �. AVAWSSE.(Results) gridley cemetery Page ------------------------------------------------------------------------------ Frame members (continued): Axial Dist 1-2 Plane 1-3 Plane Axial Mem Load ' force to J Shear2 Moment33 Shear3 Moment22 Toroue # # lb ft lb lbzin lb lbzin lbzin 41 ------ -----------------------------------------------------------________ 1 -5350.16 ' 0.00 -303.162 -29764 0.00 0.00 0.00 � 0.873 -2651.829 0.00 0.00 0.00 0.00 1.054 -2574.902 5674.97 0.00 0.00 0.00 42 ---------------- --------- ............................................ 1 428.972 � 0.00 1046.028 -13442, 0.00 0.00 0.00 1.054 1530.379 -29764 ', 0.00 ` 0 00 . . 0 00 43 ------------------------------------------ ............................ 1" A64.05 0.00 535.425 -3414 �`�� 0.00 0.00 0.00 ^ . 1.054 . 1045 714 -13442 �`' 0.00 � . 0 00 . 0 00 . 44 ------- . ----------------------------------- ................................ �l 89.175 � ^ 0.00 . 0.00 0.00 `' 0.00 0.00 O.00 ^ � 2.010E-07 0.00 0.00 0.00 0.00 0.00 1.054 535.585 -3414 - 0.00 0.00 0.00 ..LAUGHLIISI CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY. CA 95991 (916) 6711008 FAX (916) 6710822 PC - PROJECT BY S,%• /_Y�G�L�" — DATE Z--,-- -. JOB N0._.' _— �NIJ u t U> locAW earl, (' r�'"`= `•'fie a l/L� Dom'• + r = 8X 2 k Z i3 /2 s� C AUGHLIN & C®. IVIL ENGINEERS •'" 1008.LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671"1008 FAX (916) 6710822 PROJECT- /D /- N`Y---� � --- BY, /1(0" AS DATE' JOB NO -6200a _ SHEET 7/ OF I II ' Zi/o TAM)W( ' `�•,� fix'• �'g � 12'� oa, Ito' fly m ,ML �5x o i1i -t An lo -q • .� = �3x 35x8 /2,c�� Z � 14 � U.L. Iu 12/ . e?. �— .�,, 142, -� ' 1��rfiT L � ?K'��! X ����) 1 ��/�jV�;i� I�l�i< Il��'��'D Z �i T•Z L A UGHLIN CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 6711008 FAX (916) 671-0822 55"y' 2x 0 6 'IMF ljZu 7 7�V */Pk Y, 4' Ae PROJECT BY DATE JOB NO.- SHEET—,S- —OF LAUGHLIN 8& CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671.1008 FAX (916) 671.0822 i PROJECT E n BY JOB NO. �IP (? SHEET 4t OF �,v s CpZI'.S -poc (5 K (1 S z 35 PSI oo<?-J� o ` t �.k �10 l;ta ;L z ¢53� wa } 40 ke IVU j7(,72 rpjOU,v� mE�' OIC o 1 t 3 3�� r�,d 0. g. 5L,^ LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1008 FAX (916) 671.0822 4 - � ►. ton �.c:t�ti� ��.�,� v►�`� ���,c, . PROJECT` BY S I I," fi! 1, - Y. __,,t� JOB NO. tai ^ J f'R it�f SHEET_ OF LAUGHLIN & CO. CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671"1008 FAX (916) 671"0822 PROJECTLCA?� BY JOB NO.— SHEET_ OF _ UA cl ���� I G 14 � x ►, x I � � ®o� - /s/0 Pjr/a = 2460 U-5 4?- PI. = 131Z -05/2 = 5X40 1 s �t 7i oy _:..1 e MK IL ax; Al low 00 s �Za04 s Lot 2 ° wG vtrz T T 2 •'� LAUGHLIN CO: CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY. CA 95991 (916) 6711008 FAX (916) 6710922 PROJECT BY DATE.. JOB NO. SHEET OF- PROJECT LA U G M L I N do CO. .1- CIVIL ENGINEERS BY FDATEZ'�__J5- 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 6711008 FAX (916) 6710822 JOB NO.- •- � _-_ SHEET_OF___ POP 0011 60 00-r FO ee, Co(,UAAN V-1 r , S A)jvuau. �x�¢ �v�-'act 21 I v 't 6 'a LAUGHLIN & CO. CIv.IL ENGINEERS I008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916).671-1008 FAX (916) 6710822 1.0 1 �i4v .!., 10 1 I PROJECT BY DAiIE-22-1-1�_111- JOB NO.— SHEETi OF--- Farm 7(.7. '� ;or WAV.. 1 �omr)sl-> p7wm, 171.1 AM z UjaA 4' r g, 14. gv� foe rot rvi %wo r -v t m LAUGHLIN CO. CIVIL ENGINEERS 1008. LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 671-1008 FAX (916) 671-0822 PROJECT BY DATE 74 JOB NO.dtidTU SHEET OF L.AUGHLIN &C G®. k : CIVIL ENGINEERS 1008 LIVE OAK BOULEVARD YUBA CITY, CA 95991 (916) 6711008 FAX (916) 6710822 ,..�. PROJECT / JOB NO.(�u SHEET 1 _OF-// _ � __________________________________________________________________ AVANSSQ" -` qtructure dar- gridley�ceme.tery � Page An.� _............ _____________------------------------------------------------------ ****************************************************************************** StructuPe info: � � _____________________________________ � Tyoe of structure-. Frame 2D (x -v olane/ ' Unit sistem: U.S. customary ~ . ,.c(.f^.oer node: 3 bata file: GRIDLEY2.AVD Skze 00. Nodes: 46 � Materials: ^ 1 ' Member tvpes: 1 Frame members ' :� 44 Plates: 0 MROMOMMMO��N Node c6prdinatest ' ` Node X [ftlY Fftl _ ___-__________________________________________________________________ � ' l 0.00000 0.00000 2- 1.00000 0'33300 \ ` 3 ' 2.00000 0.66700 y°m�7 ~-~��4 3 00000 1 00000 � ^ _ ----. ^...... 5 4.00000 1.33300 6 5.00000 1.66700 7 6.00000 00000 �8 7.00000 2.33300 ' 9 8.00000 2.66700 10 9.00000 3.00000 11 10.00000 3.33300 12 11.00000 3.66700 ' 1312.00000 4.00000 2� ` 14 13.00000 4.33300 114 ` 15 14.00000 4.66700 15 00000 5 0000(') ~ ^ . . 17 � 16.00000 5.33300 17.00000 5,66700 w� » l9 18.00000 6.00000 ' 20 19.00000 6,33300 21 20.00000 6.66700 ' .22 21.00000 7,00000 �. -~-23 21.50000 7.16000 ~ ' 24 22.00000 7.00000 25 23.00000 6.6610C) ' 26 24.00000 6.33300 27 25.00000 6.06o00 ' 28 26.00000 5.6670(-'- 0'.? .6670029 27.00000 5.33300 30 28.00000 5.00000 3129.00000 4.61700 32 , 30.00000 4.33300 ' 33 31.00000 4.00000 . .` r � � � AVAMSSE (Data) gridlev cemetery Pape _________-____________________________________________________________________ Node coordinates (continued): .Node __________---------------- X Fftl' 2_______________________________________________-_- Y [ftl ' 34 32.00000 3.66700 35 33.00000 3.33300 � 36 34.00000 3.00000 ' 37 ' 35.00000 2.66700 � 36.00000 2.33300 37.00000 2.00800 40 38100000 1. 66700 � 41 39.00000 1.33300 5-64 p T--�^ 42 40.0000C) 1 00 ' 43 41.00000 0 0 . ` 44 42.00000 0 0 ^--45 43.00000 0. 0 �---46 ^ 0.00000 0. 0 Node'restr6ints (Translations and rotations):���� Astrained: [XJ Not restrained: --- 'Node X trasl. ____________________________________________ Y trasl. � Z rotat. 4 X [X ______________________________ --- ` ~` 42 [X1 [X] --- Mat*rial prVgertioo : �> mmArilI E modulus Foismon ' m ! � . Vui � ��if�bt Thermal �o�� . ' �No. lb/in2 ratio 1b/ft3 1/xF � _________________-_____________- O.00000 3.50000E+01 0.00000E+00 Member, tvoes: 'Notes.- | Prpoerties are related to orincioal amNs., * Offset anole (Off angle) is the anole between orincioal and local axes I -Right hand rule (about local axis 1) qi6es the sign of Off anole ' `* Prinkioal axes ----------------------------------- are denoted bv 2' and3^ =________________________________ Member tvoe No. 1 ~ Section( 5X15 GLU-LAM Lineal weiqht: 2625 lb/ft P .R Q P E R T I E S : Ar'a I313' I2'2' Torsion J' Factor Factor Off anal.---, � J021 [in4J [in4] [in4] shear 2' shear 3' [xl 05.06 1407.375 156.6253 494.96659% 1.2 1.2 0.00 G E O ME T R Y (in) : :00TANGLE Width HkdMt 5 . ~ OUT .^� v~ � . AWANSSE (Data) oridlev cemetery ______________________________________ Paoe A- ------------------- ------------------- ` Frame Members: Notes. - 0 DEFAULT: Axis 3 lies on olane X -Z * AXIS n = nde1-nde2: Axis n is set oarallel to vector nde1 -> nde2 � 4 AXIS n = x: Axis n is set oarallel to global axis x � �'*�ROTAT x: Axis 2 & 3 are rotated about axis 1 bv amount x * Politive sign of ROTATion is given bv the "Riqht hand rule" 1-0 1-3 Plane 1-2 and Plane 03 at which released are showed * ______________________________________________________________________ H: Hinge S: shear release A: axial release T: torsion release Planes Memb' _Node Node Tyoe Mat Local axes RigidJ RigidK 1-2 1-3 No . .� J K _______________________________________________________________ No .' No. se nqs tti � [ft] [ft] J K J K A T 2 1 1 DEFAULT 0.00 0.00 - - - - - - On 2 3 1 1 DEFAULT 0.00 0.00 - - - - - - '. 3` 4 1 1' DEFAULT 0.00 0.00 - - - - - - 4 A 5 1 1 DEFAULT 0.00 0.00 - - - - - - .5 5 6 1 1 DEFAULT 0.00 0.00 - - - - - - 6' 6 7 1 1 DEFAULT 0.00 0.00 - - - - - - 7 7 8 1 1 DEFAULT 0.00 0.00 - - - - - - ^ 8 e 9 1 1 DEFAULT 0.00 0.00 - - - - - - 9 _ Q 10 1 1 DEFAULT 0.00 0.00 - - - - - - 10 .`� 10 11 1 1 DEFAULT 0.00 0.00 - - - - - - 11' 11 12 1 1 DEFAULT 0.00 0.00 - - - - - - 12 12 13 1 1' DEFAULT 0.00 0.00 - - - - - - -13 13 14 1 1 DEFAULT 6.00 0.00 - - - - - - 14 ^15' 14 15 1 1 DEFAULT 0.00 0.00 - - - - - - 15 16 1 1 DEFAULT 0.00 0.00 - - - - - - 16 16 17 1 1 DEFAULT 0.00 0.00 - - - - - - 17 ` 17 18 1 1 DEFAULT 0.00 0.00 - - - - - - 18 ' 1R 19 1 1 DEFAULT 0.00 0.00 - - - - - - 19 19 20 1 . 1 DEFAULT 0.00 0.00 20 20 21 1 1 DEFAULT 0.00 0.00 - - - - - - 21* 21 22 1 1 DEFAULT 0.00 0.00 - - - - - - w22 22 23^ 1 1 DEFAULT 0.00 0.00 - H - - - - w23 24 23° 1 1 DEFAULT 0.00 0.00 - - - - - - _ 24 25 24 1 1 DEFAULT 0.00 0.00 - - - - - - 25 26 25 1 1 DEFAULT 0.00 0.00 - - - - - - � 26 27 26 1 1 DEFAULT 40.00 0.00 - - - - - - » 27 28 27 1 1 DEFAULT /o0.00 0.00 - - - - - - 28 29 28 1' 1 DEFAULT .00 0.00 - - - - - - 29 �30. 29 1 1 DEFAULT ' .00 0.00 - - - - - - ' 30� 31. 30 1 1 DEFAULT `��� .00 0.00 - - - - - - 31 32 � 31 1 1 DEFAULT V��'` .00 0.00 - - - - - - 3�� � � 33 32 1 1 DEFAULT �m 00 � . 0 00 - - . 33' 33 1 1 DEFAULT 10.00 0.00 - -- - - - 34 , 34 34 1 1 DEFAULT + �0.00 0.00 - - 35 36 35 1 1 DEFAULT � `� '0.00 0.00 - - - - - - 36 37 36 1 1 DEFAULT :0.00 0.00 - - - - - - 3�7 ` 38 37 1 1 DEFAULT ' 0.00 0.00 - - - - - - 38, 39 38 1 1 DEFAULT 0.00 0.00 - - - - - - 39 40 39 1 1 DEFAULT. . 0.00 0.00 - - - - - - 40 41 40 1 1 DEFAULT 0.00 0.00 - - - - - - 41 42 41 1 1 DEFAULT 0.00 0.00 - - - - - - AVANSSE (Data) gridlev cemetery Paoe A'4 ----- _________________________________________________________________________ � Frame)nembers (continued): LOAD COMBINATIONE: LOAD CONDITIONS ' LOAD CASE: DEAD+LIVE Load oatterns for frame/truss members: Notes.-- *' otes.- * Distances are measured from node J (node Orioin) ' V Percent distances are comouted as oercent of member's length * Distrib: Means linerarlv distributed force _ * Distributed forces shows initial and final Mapnitude/Distance _________________________________________________________________________ Load hattern No. 1 ======================================================== Digtrb: Dir -Y: 578lb/ft@0.00ft & 551lb/ft@100% Load oattern No. 2 ======================================================== Diptrb:'Dir -Y: �551lb/ft@0.00ft & 525lb/ft@100% Load oattern No. 3 ======================================================== ` Distrb: Dir -Y: 525lb/ft@0.00ft & 496lb/ft@100% Load oatterq No. 4 ======================================================== Diftrb:`Dir -Y: 4961b/ft@0.00ft & 470lb/ft@100% Load oattern No.- 5 ======================================================== Distrb: Dir -Y: 4b/ft@0.00ft & 444lb/ft@100% Load pattern No. 6 ======================================================== Distrb: Dir -Y: 4441b/ft@0.00ft & 417lb/ft@100% Load ogtterno. 7 ========================== w ' DipirbY Dir �-Y: 417lb/ft@0.00ft & 388lb/ft@'00% Load.�oatteqn No. 8 D . istrb: Dir -Y: 380lb/ft@0.00ft & 362lb/f'`��0% � Load battern No. 9 Distrb1 Dir -Y: 362lb/ft@0.00ft & 341lb/f�@100% Load Attern No. 10 . Distrb: Dir -Y: 341lb/ft@0.00ft & 310lb/f 160% Load oatterk No. 11 Distrb:, Dir -Y: 310lb/ft@0.00ft & 282lb/| 100% Load o5ttern� No. 12 Distrtr: Dir -0.282lb/ft@0.00ft & 254lb/ft@100% Load oatternNo. 13 .Distrb:: Dir -Y: 254lb/ft@0.00ft & 228lb/0@1007%. Load oattetn No. 14 ======================================================== Diltrb: Dir -Y: 228lb/ft@0.00ft & 201lb/ft@100% Planes Meofb Node -Node Tvoe Mat Local axes RipidJ RioidK 1-2 1-3 Ng. _________-____________________________________-_______________________________ . J K No. No. settinos [ft] [ft] J K J K A T � 42* 43 42 1 1 DEFAULT 0.00 0.00 - - - - - - � 43 44 43 1 1 DEFAULT 0.00 0.00 - - - - - - 44 ` 45' 44 1 1 DEFAULT 0.00 0.00 - - - - - - LOAD COMBINATIONE: LOAD CONDITIONS ' LOAD CASE: DEAD+LIVE Load oatterns for frame/truss members: Notes.-- *' otes.- * Distances are measured from node J (node Orioin) ' V Percent distances are comouted as oercent of member's length * Distrib: Means linerarlv distributed force _ * Distributed forces shows initial and final Mapnitude/Distance _________________________________________________________________________ Load hattern No. 1 ======================================================== Digtrb: Dir -Y: 578lb/ft@0.00ft & 551lb/ft@100% Load oattern No. 2 ======================================================== Diptrb:'Dir -Y: �551lb/ft@0.00ft & 525lb/ft@100% Load oattern No. 3 ======================================================== ` Distrb: Dir -Y: 525lb/ft@0.00ft & 496lb/ft@100% Load oatterq No. 4 ======================================================== Diftrb:`Dir -Y: 4961b/ft@0.00ft & 470lb/ft@100% Load oattern No.- 5 ======================================================== Distrb: Dir -Y: 4b/ft@0.00ft & 444lb/ft@100% Load pattern No. 6 ======================================================== Distrb: Dir -Y: 4441b/ft@0.00ft & 417lb/ft@100% Load ogtterno. 7 ========================== w ' DipirbY Dir �-Y: 417lb/ft@0.00ft & 388lb/ft@'00% Load.�oatteqn No. 8 D . istrb: Dir -Y: 380lb/ft@0.00ft & 362lb/f'`��0% � Load battern No. 9 Distrb1 Dir -Y: 362lb/ft@0.00ft & 341lb/f�@100% Load Attern No. 10 . Distrb: Dir -Y: 341lb/ft@0.00ft & 310lb/f 160% Load oatterk No. 11 Distrb:, Dir -Y: 310lb/ft@0.00ft & 282lb/| 100% Load o5ttern� No. 12 Distrtr: Dir -0.282lb/ft@0.00ft & 254lb/ft@100% Load oatternNo. 13 .Distrb:: Dir -Y: 254lb/ft@0.00ft & 228lb/0@1007%. Load oattetn No. 14 ======================================================== Diltrb: Dir -Y: 228lb/ft@0.00ft & 201lb/ft@100% . ' ` ' ... ` ' ^` AVANSSE {Data) gridlev cemetery Paoe' A- 7 � _______________________________________�____________________________ ' . . Load`oatterns for frame/truss members (continued):;___________- __________-------------------------------------------------------------------------- Load b8ttern No. 15 ======================================================== ' Distrb: DO -Y: 201lb/ft@0.00ft & 175lb/ft@100% Load oittern No. 16 ======================================================== ^ I Distrb: Dir -Y: 115lb/ft@0.00ft & 146lb/ft@100% Load oattern No. 17 ======================================================== Q Distrb: Dir -Y: 146lb/ft@0.00ft & 120lb/ft@100% load o&tte 'n No. 18 ======================================================== Distrbj Dir -Y: 120lb/ft@0.00ft & 94lb/ft@100% ' Load oaftern No. 19 ======================================================== .Distrb: Dir -Y: 94lb/ft@0.00ft & 67lb/ft@100% Load oatt6rn No. 20 Dittrb: Dir -Y: 671b/ft@0.00ft & 38lb/ft@100% Load oattern No. 21 ======================================================== Distrb: Dir -y: 38lb/ft@0.00ft & 15lb/ft@100% Load oattern No 22 =========================== ` . �============================ Distrb: Dir -Y: 15lb/ft@0.00ƒt & 0.00lb/ft@100% Load oattern No. 23 ============== Distrb: Dir -Y: 5781b/ft@0.00ft & 551lb/ft@100% Load oattern No. 24 ======================================================== . Distrb: Dir -Y: 551lb/ft@0.00ft & 525lb/ft@100% Load oattern No. 25 ======================================================== Distrb: Dir -Y: 525lb/ft@0.00ft & 496lb/ft@100% Load oattern No. 26 ======================================================== Distrb: Dir -Y: 496lb/ft@0.00ft & 470lb/ft@100% Load oattern No. 27 ======================================================== Distrbr Dir -Y: 470lb/ft@0.00ft & 444lb/ft@100% Load oattern No. 28 ======================================================== DistA:-Dir -Y: 444lb/ft@0.00ft & 417lb/ft@100% Load oattern No. 29 ======================================================== Distrb: Dir -Y: 417lb/ft@0.00ft & 388lb/ft@100% Load oattern No. 30 ======================================================== bistrQ Dir -Y: 380lb/ft@0.00ft & 362lb/ft@100% LoadVa±teS No. 31 ======================================================== Distrb: Dir -Y: 362lb/ft@0.00ft & 3411b/ft@100% Load oltteqn No. 32 ======================================================== Dist&WDir -Y: 341lb/ft@0.00ft & 310lb/ft@100% Load dattern No. 33 ======================================================== Distrb: Dir -Y: 310lb/ft@0.00ft & 282lb/ft@100% 6'oad oattern No. 34 ======================================================== _ Distrb: Dir -Y: 282lb/ft@O.00ft & 254lb/ft@100% Load oattek No. 35 ======================================================== Distrb: Dir -Y: 254lb/ft@0.00ft & 228lb/ft@100% Load oattern No. 36 ======================================================== Distrb: Dir -Y: 228lb/ft@0.00ft & 2011b/ft'@100% Load oattern'No. 37 ======================================================== DiOrb: Dir -Y: 201lb/ft@0.00ft & 1751b/ft@100% Load oattern No. 38 Distrb: Dir -Y: 175lb/ft@0.00ft & 146lb/ft@100% Load oattern No. 39 ======================================================== Distrb: Dir -Y: 146lb/ft@0.00ft & 120lb/ft@100% Load oAtterd No. 40 ============== .Distrb: Dir -Y: 120lb/ft@0.00ft & 94lb/ft@100% Load oaftern No. 41 ================== Distrb: Dir -Y: 94lb/ft@0.00ft & 67lb/ft@100% ; � AVANSSE ( Data ) gridjev cemetery Paoe ---------- z --------------------------------------------------------------------------- Load oatternt for frame/trussmembers (continued): ______________________________________________________________________________ Loaci 'attern No. 42 ======================================================== DiArbi Dir -Y: 67lb/ft@0.00ft & 381b/ft@100% Load oattern No. 43 ======================= + Distrbo Dir -Y: 38lb/ft@0.00ft & 15lb/ft@100% �Load oattern No. 44 ======================================================== Distrb: Dir -Y: 15lb/ft@0.00ft & 0.00lb/ft@100% Load on1frame members: Frame member No. Load Pattern No. _______________________________________----------------------------------------- 2 _____________________________________2 ' 2 4 4 . 5' 5 6 6 8 8 � 11 11 12 12 13 13 ^ 14 14 ` ' 15 15 ' 16 16 ' 17 17 ' 18 18 20 20 21 21 ' 22 �22 , 23 44 � , 24 43 25 42 ' 26 41 27 40 ^ 28 39 29 38 � - 30 37 �`' .^ � . 31 36 32 35 33 34 ` ' 35 32 ' 36 ` 37 30 � ` 38 29 `} 39 28 40 27 ' 41 26 ' 42 25 � 43 24 44 23 ---������------------------------------------------------------------------� ' � � AVANSSE ' Linear analvsis results � gridlev cemetery Pape An ...................... _....................................................... � ' Structure info: - ---- 7 ---------------------- n__________________________________________________ ~ Tvoeof structure: ^ Uqit9vstem: D^o.f. oer node: ^ Data' file: Frame 2D (x -v olane) U.S. customary � GRIDLEY2.AVD NODE DISPLACEMENTS ` LOAD: DEAD+L Node disolacements (Translations and rotation[:! _Node. X Trasl. Y Trasl. Z -Z Rota. t 0�' ______________________________________________ [in] [in] . [x] ^� � _____________________________ 1 -0.043713 0.130878 -0.206797 2 -[/.029296 0.087615 -0.207165 3 -6.014772 0.044216 -0.209705 4 --- � --- -0.216492 � 5 0.014984 -0.046781 -0.220213 . 6, 0.029876 -0.093099 -0.213451 ` 7 0.043918 -0.136953 -0.197975 S. ' 0.056606 -0.176699 ` -0.175436 ' 9' '0.067539 -0.211028 -0.147385 1 � 10 , W076315 -0.238949 -0.115279 11 0.082735 -0.259757 -0.080455 � 12 0.086667 -0.273022 � -0.044168 ~ 13 6.088027 -0.278571 -0.0O7581 14, 0.086843 -0.276455 0.028287 15 0.083189 -0.266928 0.062509 16 0.077233 -0.250435 0.094236 ^ 17 0.069163 -0.227579 0.122761 18 0.059199 -0.199103 0.147462 ` 19 0.047685 -0.165874 0.167812 �} ~ 20. .0.034911 -0.128852 0.183411 21 . 0.021181 . -0 089071 . 0 193946 22 ' 0.006938 -0.047626 0.199207 - 23 0.000000 -0.026631 -0.199851 24 n0^006938 -0.047626 -0.199207 ^ ' 25 -0.021181 -0.O89071 -0.193946 26 -0.034911 -0.128852 -0.183411 ` 27 . -0.047685 -0.165874 -0.167812 28 -00059199 -0.199103 -0.147462 ' .29 .-0.069163 -0.227579 -0.122761 30 ` .-0.077233 -0.250435 -0.094236 31 -0.083189 -0.266928 -0.062509 ` 32` -0.086843 -0.276455 -0.028287 ' 33' :`-0.088027 -0.278571 0.007581 ' 34 ',-0.086667 -0.273022 0.044168 ~ SUPPORT REACTIONS LOAD: DEAD+LIVE ' Node'rdkctionls (Forces and moments): Node X Force Y Force Z-Z'Moment [lbJ [lb] [lbzinl -------------------- M --- 1_____________________-_______________________ 4 4.1902E+03 6.2052E+03 --- 42 �411q02E+03 6.2052E+03 --..... ` � MEMBER ACTIONS ****************************************************************************** Frame' b mem ers: ' Actions in relation with the AVANSSE /Results) gridley cemetery Paoe K; ______________________________________________________________________ . ` Node disolacements ^ (Translations and rotations) (continued): Node X Trasl. Y Trasl. Z -Z Rotat. -------------------------------------------------- [in] [in] Shear2 [xl 35 -0.082735 -0.259757 0.080455 ____________________________ ` 36 -0076315 -0.238949 0.115279 ' 37 -01067539 -0.211028 0.147385 � 0. ' 0.00 0.00 38 70.056606 -0.176699 0.175436 ^ 39 -0.043918 -0.136953 0.197975 40 -0.029876 -0.093099, 0.213451 41 -0.014984 -0.046781 0.220213 42 . --- --- 0.21�492 43' 0.014772 0.044216 0.209705 44 ' 0;029296 0.087615 0.207165 0.00 45 0.043713 0.130878 0.206797 46 . � ' 0.000000 0.060000 0.000000 � ~ SUPPORT REACTIONS LOAD: DEAD+LIVE ' Node'rdkctionls (Forces and moments): Node X Force Y Force Z-Z'Moment [lbJ [lb] [lbzinl -------------------- M --- 1_____________________-_______________________ 4 4.1902E+03 6.2052E+03 --- 42 �411q02E+03 6.2052E+03 --..... ` � MEMBER ACTIONS ****************************************************************************** Frame' b mem ers: ' Actions in relation with the orincipaI ax6s of the element NK]TE.!` I . LOAD # 1 = DEAD+LIVE ----------- �_________________-________________________________________________ Kial Dist 1-2 Plane 1-3 Plane Axial Mem LoAd force to J Shear2 Moment33 Shear3 Moment22 Toroue # # � lb ft 1 --- --------------------- lb lbzin lb lbzin lbzin 7-- � 1 89.175 _------------- .................................. 0.00 0. ' 0.00 0.00 O.00 , � . 1 05� ' ^ .~ �J� 965`�� x` 0 00 0 0O 0 0� 2 --�----------------------���� ���\� ���� � -----------------___________ . 1 264.05 � 0.00 535.425" ` ��z��` ` 0.00 0.00 0.00 1.054 3 ----------------------------- 1045.714 -13442 ' 0.00 0.00 0.00 1 .428.972 � ------��L--!-------------------_____________ ' 0.00 1046.028 -13442 0.00 0.00 0.0('-') ` � . 1.054 1530,379 -29764 0.00 0.00 0.0(:: ' . � . AVANSSE, ..... ..... .... ..... ..... ... .......... (Results) ... ..... .... __________________________-______________________-___-__-_____--_-/ gridlev cemetery Trame � memberso . (continued): . Axial Dist ' 1-2 Plane �-3 Plane Axial MemLo�aa' force to J Shearl Moment33 Shear3 Moment= Toroue #� # lb ft lb lbzin lb lbzio lbzin ------------- .......................................................... . 1 �5350,16 ' ^ + 0.00 -3033.162 -29764 0.00 0.00 �.00 � ' 0.873 -2651.829 ` 0.00 0.00 0.00 0.00 1,054 -2574.902 5674.97 0.00 0.00 0.00 '5 ----------------------------------------______________________ `1 0.00 -�570.155 '5674.97 0.00 0.00 0.00 � 1.054 -2136.694 35423.6 0.00 0.00 6-------- -------------7--------------------------_-_______________________ - 1� -5061.47 � � 0.00� -2141.31 35423.60.00 0.00 0.00 7 ------------------------------------------------_____________-_-______ 1.054 -1032.861 59896.6 � 0.00 0.00 0.00 1 '74929.8G � 0.00 -1732.861 59896.6 0.00 0.C'0 1.054 -1350.978 79369.6 0.00 0.00 0.0(::, 8 -���--�-------�--------------------------------- ................................. 1 M08.74 0.00 -1346.598 79369.6 0.00 0.00 0.00 1.054 -994.707 94162.3 0.00 0.00 0.00 9 _... . ..... .... ..... ___________________________________________________________________ ' ^ 1. -4693. 55 0.00 -998.982 94162.3 0.00 0.00 0.00 ` 1.054 -665.486 104667.2 0.00 0.00 0.0.(::- 10 ----------------------------------------------------__________________ ` 1 -4586.6 ' 0.00� -665.486 104667.2 0.00 0.00 0.00 1.054 -356.659 111100.2 0.00 0.00 0.0"'! �11 ------�-------�------ 7-------------------------------------________________ 1 4488.62 ' �0.00 -352.577 111100.2 0.00 0.00 0.00 � 1.054 -71�.8233 113756.9 � 0.00 0.00 0.00 12 ---------------- -........................... n......................... 1 ��43�9.33 , 0.00 � -75.8204 113756.9 0.00 0.00 0.00 0.303 0.00 113894.1 . 0.00 0.00 0.00 1.054 178.4521 113079.8 0.00 0.00 O.00 13 ----------------------------------------- -................................... � 1 04318.92' � 0.00 178.4521 113079.8 0.00 0.00 0.00 1.054 407.108 109350.8 ` 0.00 0.00 0.00 14 ------------------------------------------------_________________________ 1� -4246.5 � 0.00 410.96 109350.8 0.00 0.00 ' 0.00 . 1.054 614.412 102837.5 � 0.00 0.00 0.00 15 -------------------------------------------------_______________________ � 1 -4183.38 0.00 610.621 102837.5' 0.00 0.00 0.00 � ' 1.054 788.991 93960.5 0.00 0.00 0.00 . � Q%NSSE -------------------------- (Results ) qridley cemetery L ---------------- ------------------------------------ Page Frame members (continued): /Axial Dist - 1-2 Plane 1-3 Plane Axial Mem Load � force to J Shear2 Moment33 Shear3 Moment22 Toroue # # lb ft lb lbzin ` lb lbzin lbzin 16 � ------------_----------------------------------------__________-__- ` 1 .74128.33 ~ � 0.00 788.991 93960.5. 0.00 0.00 ' 0.00 � . 1.054 941.27,' 82989.4 0.00 0.00 0.08 ^ 17�---�-----------------------------------------------------------_________ � � 1 - �4081.06 0.00 944.962 82989.4 ` 0.00 0.00 0.�0.0...':)� 1.054 1071.111 ' .70210.1 � 0.00 0.00 0^ 00 18 ------------------------------ ... �1 -4044.05 0.00 1067.457 70210.1,p 0.00 0.00 . 0.00 � 1.054 1168.976 56041 . 1 '�'�� 0.00 0.0� . 0.00 19 --------------------------------------- ------------------------------------ ---------------______________1 1 4014.43 � 0.00 1168.976 56041. 0.00 0.00 0.00 ' 1.054 1245.353 407461T 0.00 0.00 . 0.0(-, 20------------------------------------------ 0-1 ----------------------------------- -------------------_____._____.1 .1 -3192128 0.00 1248.954 407461. 0.00 0.00 0.00 � 1.054 1298.75 24600.72.' 0.00 0.00 0.00 21 ----------------------------------------_�-----------------_-____________ 1 .-3980.94 ` ' 0.00 1295.164 24600.72 � 0.00 0.000.00 22 ---�----�-------------------------------- 1 .054 1320. 307 8037.68 � � 0,00 0.00 � 0.00 1 -3991.42 ------------------------------------ 0.00 1273.499 8037.68 0.00 0.00 0.00 0.525 1277.071 0.00. 0.00 0.00 0.00 ------------------------------------- .................................... '1. �-3991 .42 r 0.00 1273.499 8037.68`''� 0.00 0.00 0.00 0.525 1277.071 0. 00 0.00 0.00 0.0� 24 --------------_-__________-___ .7--------------------'------------------ ' 1� �-3980^ 94 '1- ' , . 0.00 1295.164 24600.7?�� ' 0.00 0.00 0.00 � 1 .054 1320.307 8037.68* 0.00 0.00 0.00 ~ 25 ---�............... ---------------------- ________________-__________--_ L-------------------------------------- 1-3992 1'-3992.2P- . 28 ^ 0.00 0.00 1248.954 40746 � 1.054 1298.75 24600.72,' 0.00 0.00 ' 0.0� 26 _� ' _______________________________________-_______________________-___--__ � 1 -4014 43 '/ . 0.00 1168.976 �� 56041. 1 J . 0.00 0.00 0. Of::;� � 1.054 1245.353 � , 40746 ' 0.00 0.00 0.00 27 -7 -------------------------------------- � -4044.05 � 0.00 1067.457 70210.1� 0.00 0.00 ' 0.00 1.054 1168.976 56041.1 . . 0.00 0.00 0.00 28 -----------------------------------�----------------_-______________ _ V -4081.06 | ' �. 0.00 944.962 82989.4� ' 0.00 0.00 0.0� � ' 1.054 1071.111 70210.1 0.00 0.00 0.00 ' . � YIANSSE _��__________________v_ce�e_erv________^_______________________Paoe___/�'�V (Results) . oridle t � � Frame members . (continued): . � _ Axial Dist 1-2 Plane 1-3 Plane Axial ' Mem oad Load . force to'J Sheak Moment33 Shear3 Moment& Toroue # 29 --------------------------------------_ '# lb ft ^ , lb lbzin . _________________________________ lb lbzin lbzin � 788L991 93960.5 0.00 0.00 0. A) ^ �-�--.....------------------ 1.054 941.27 E32989,4 0.00 0.00 � 0.0(.-.- 30 . --------_-______________________________________ 0.00 610.621 102837.5 0.00 0.00 0.00 1.054 788;991 93960.5 0.00 0.00 0.00 31 ------- �----------------------____________________--------- -- 1' �4'246.5 ' � � 0.00 416.96 109350.8 .� 0.00 0.00 0.00 . ' 3�� . 1.054 614.412 102837.5 � 0.00 0.00 0.00 ��-----------------�------------------______ 1 � 04318.92 � _____________________________ 0.00 178.4521 113079.8 0.00 0.00 0.00 ' 33�-��-�--_______.__________.________________________________________________ � .` 1.054 40A108 109350.'8 0.00 0.00 0.00 . � 1 -4399.33 0.00 -75.8204 113756,9 0.00 0.00 0.00 0.303 0.00 113894.1 0.00 0.00 0.0C. 34 ----- _________________________________________________________________ 1.054 178.4521 113079-8 0.00 0.00 0.00 1: � -4488.62 � 0.00 -352.577 111100.2 . 0.00 0.00 0.00 � 1.054 -71.8233 113756.9 0.00 0.00 0.0(-''35 -------------------------------__________________________________________ 1 -4586.6 ' ' 0.00 -665.466 104667.2 ' 0.00 0.00 0.00 1.054 -356.659 111100.2 0.00 0.00 0.00 36 ---------------------------------________________________________________ ` � 1 -4693.55 � ' 0.00 -998.982 94162.3 0.00 0.00 0.0) 1.054 -665.486 104667.2 � 0.00 0.00 00... 37 ---- ------------------------------------- ---------------------------------- ______________________________.1 .1 �-4808.74 � 0.00 -1346.'598 79369.6 0.00 � . 0.00 0.00 1.054 2994.707 94162.3 ' 0.00 0.00 0^00 � 38�--------------------------------_________________________________________ 1 74929.8R ' ' 0.00 -1732.861 59896.6 �' 0.00 0.00 0.00 1.054 -1350.978- 79369.6 0.00 0.00 0.00 � 39 ------ 7------------�------------_________________________________________ � .1 ^-5061.47 ' � 0.00 -201.31 35423.6 0.00 0.00 0.00 . 1.054 -1732.861 59896.6 0.00 0.00 0.00 ' 40*n .............................................................................. 1. 75203.79 _ ^ . 0.00 -2570.155 5674.97 0.00 0.00 0.00 � � � 1.054 . -21��.694' 35423.6 . . 0.00 . 0 00 . 0�00 ` t~ * � , A�ONSSE (Results) gridlev cemetery Paoe n. ..... ..... ..... ..... ..... ... �_..... .... .... .... .... .... _________________________________________________________-______ Frame members (continued): Axial Dist 1-2 P,lane, ' ' ' 1-36lane Axial Mem Load force to 'lb Shear2 M oment33 Shea�3 'Moment22` Toroue # # ft ib lbzin lb lbzin lbzin 41 ------------------ ',T-�-�------------------ ------------------------------ ` -5350.16 0.00 -3033.162 -29764 0.00' u.00 O.00 0.8Z3 -2651.829 - 0.00 ' 0.00 0.00 0^ 00 ^-.l.054` "250,902 5674.97 , '0.00' 0.00. 000 42 ----------------------------------Lw . ..... ..... .... �...... ..... ... ..... �_I ------------- 1 428.972 0.00 1046.028 -13442 0.00 0.00 0.00 1.054 1530.379 -29764 0.00 0.00 0.00 43 ------------------------------------...-------____________________________ 1 264.05 ` ' _ 0.00 ' 535.425 ^-3414 ' 1.054 1045.714 -13442 0.00 0.00 0.00 44 - � -----------------.-����---� . ��____________________ � ______________________ _ 1 ^,. 89.175 , . 0.00 0.60 0.00 0.00 0.00 0.00 2.010E-07 0.00 0.00 0.00 0.00 0.00 1.054 535.585 -3414 � �� � ' ! �! 0.00 0.00 0.00 ~ . ' ` . ` '^ �~ ' � � � . . � . . . . ^ - . � � � � � �. � ' ` 3&0 UST {ZE/it/i� o- 20% 6� - o •� o ®`� 10 lelo, , 7 6 PH - <-- P\ki S B , 4N 6 lTeAli 3. 241 S A '/OF GW ICI -1 /S MOT 9&-ZtTll�2A.11 P/A467 . PCk Yeuie scr�iYl/T Tit'C- 7;�E 5x 54 o� � /il/E 7 lEJZE 1.5 � LtT � �l�S �lE�� !S /iwo F� wEsr�n sP '%l�ElZE lS iU0 3 2 Z srEo wXsT�l sP�Es zs s / ,r 1 s ye- mrr ,Iffs r s���'Y1A16 5/ All construction shall be done in accordance with plans as approved by this office. If structural or other significant code related changes to the plans and the construction are proposed, the following procedure must be followed prior to allowing the change: 1. If the plans are prepared by a registered engineer or architect, the plan change must be resubmitted for approval with the consent of the engineer or architect. 2. If the plans are prepared by other than an engineer or architect, the plan change must be resubmitted for approval. 3. If the change is simple enough to not require resubmission of the plans, the changes may be made verbally through our plan checkers. 4. Energy revision will require resubmission of energy design compliance and documentation. NOTE: In all cases, both the job set of plans and our file set of plans must show the approved changes even if only accomplished by a written and initialed note on the plans. 0 When taking in revisions, charge for one hour ($46.00) for most revisions. Occasionally there will be major changes that will require more than one hour charge, those will be charged accordingly by the plan checker. However, collect the minimum $46.00 before accepting the plans for revision. Also there will be times when a y= minor change is requested. This may involve one beam change or maybe a door or window change or one or two trusses. This type of minor change may be charged at 1/2 hour (or $23.00) only, if revised plan is clear of exact change to be made. without client having -to explain the change to you. 0 There are very few changes that can be done in 1/2 hour because of your time at the counter, our time pulling AP. files, pulling original plan, comparing new with old, checking proposed change, re -filling A.P. jacket and plans, making deposit, etc. Therefore, collect enough money to cover the Permit Number: 02 A.P.#: [ ]Residential [ ]Non -Residential Received by: Receipt #: [ ]From Data [ r ]Requested by Plan Checker[ Engineering[ ]Other: [ ]Requested by correction notice: Item: Location in building where change occurs: When approved, process as follows: { ]Mail to owner: [ ]Mail to contractor: [ ]Call: and hold for pickup at office. [ ]Deliver with next inspection. REVISED PLAN CHECK FEES PAID ]$23.00 [ ]$46.00 [ ]Additional fees not required 1toe, Detailed technical information is available on request. The 7 x 7 and 7 x 19 Aircraft Cable is fabricated per specifications in MIL -W-83420. Ropes to be certified to this specification require special testing and must be shipped from St. Joseph, Missouri. GALVANIZED, TINNED, OR STAINLESS STEEL f APPROXIMATE NOMINAL + IN WEIGHT I STRENGTH IN POUNDS _.i STAINLESS 11 1 480 I 920 1,260 I 1,760 2,400 3,700 4..,, BRIGHT AND GALVANIZED iM- NOMINAL STRENGTH' IN TONS Of 2000 POUNDS GALVANIZED PS IP,OI I .770 �• , .36 .12 4 r Turnbuckle dimensional data HOOK EYE JAW F —{ E D CB q G IH � .' A NIG ORANGE° Diameter Dimensions In Inches Working Lead Umit' A B C D E Lbs. 1/4 " 1/4 13/32 29/64 12'/32 ' _ 400 5/18- 5/16 1/2 tI2.•. 131/32 700 3/8" 1 3/8 39/64 9/15 223/64 1,000 1/2" 1/2 25/32 21/32 215/16 1,500 5/8" 5/8 1 27/32 3'V16 2,250 3/4" 3/4 113/64 63164 433/64 3,000 718" 7/8 13/8 1'/8 53/16 4,000 1 " 1 117/32 1'/4 527/32 5,000 1'/e"1'/4 1'/e 113/16 1'/2 77/32 5,500 1V2" 1'16 j 1-'4 1 17/8 8'/32 7,500 The Ultimate load is five times the Working Load Limit. Diameter Dimensions In Inches Working l.osd Llmll' A B C D E Lbs. 1/4 " 7/32 1 1/32 25/32 12 5/32 500 5/16 9/32 7/16 15/16 23/16 800 3/8" 11/32 17/32 11/8 29/16 1,200 1/2" 7/10 23/32 17/16 37/32- 2,200 5/8" 1/2 7/8 13/4 37/8 3,500 3/4- 6/8 1 2'/8 4"/16 5,200 7/e" 3/4 1'/4 23/8 5'/4 7,200 1 " 7/8 Ole 3 63/8 10,000 1'/4" 1'/e 1 113/16 1 39/16 73/4 15,200 11/2" 1'/4 1 2'/e 1 4'/e 85/8 21,400 The Ultimate Load is five times the Working Load Limit. - I ne unimate Load is Ove times the Working Load Limit. Also available with locknuts. Apply for details. WARNING: working load limit Is not to be exceeded. COLUMBUS MCKINNON CORPORATION MIOLANO FORGE (DIVISION SALES OFFICE: AMHERST. NEW YORK 142213-1197 FACTORY: CEDAR RAPIDS, IOWA 716/689-5400 PRINTED IN USA ©1985 Columbus McKinnon Corporation SCS 12185 7.5M Form No. MD -260 Working Diameter--. Dimensions Load - Llmll' A B C D E F G H Lbs. 1/4 " 5/8 1/4 13/32 9/32 1/2 15/8 5/8 500 5/16" 7/e 1/4 15/32 9/32 1/2 2 11/16 800 3/8" 7/8 5/16 1/2 5/16 19/32 23/16 13/16 1,200 1/2" 11/16 3/8 5/8 13/32 3/4 23/4 1 2,200 5/8" 15/16 1/2 3/4 1/2 1'/32 31/2 15/16 3,500 3/4" 11/2 5/8 15/16 9/16 19/32 41/8 15/8 5,200 13/4 3/4 11/8 11/16 115/32• 427/32 •117/8 7,200 1 " 2'/16 7/9 13/16 25/32 121/32 517/32 2'/8 10,000 11/4 213/18 I 1'/e 13/4 1 23/32 73/18 25/6 15,200 11/2" 213/16 1 13/8 1 21/18 1'/6 215/32 7716 3'/8 21,400 - I ne unimate Load is Ove times the Working Load Limit. Also available with locknuts. Apply for details. WARNING: working load limit Is not to be exceeded. COLUMBUS MCKINNON CORPORATION MIOLANO FORGE (DIVISION SALES OFFICE: AMHERST. NEW YORK 142213-1197 FACTORY: CEDAR RAPIDS, IOWA 716/689-5400 PRINTED IN USA ©1985 Columbus McKinnon Corporation SCS 12185 7.5M Form No. MD -260 BIG ORANGEO TURNBUCKLES EYE .& EYE HOOK & HOOK HOOK & EYE EYE & JAW - JAW & JAW • Hot dip galvanized. • Forged body. • Heat treated. s NUMERICAL CODE NO.' THREAD TAKE DIA. x UP INCHES AVERAGE OVERALL WITH ENDS IN CLOSED POSITION INCHES WEIGHT POUNDS EACH EYE 6 EYE (EE) EYE 6 JAW (EJ) OR HOOK d 'HOOK (HH) 8 'HOOK 6 EYE (HE) JAW 8 JAW Will 0404 '/4 x 4 81/4 0.3 0.3 0.4 0504 5/1e x 41/2 99/16 0.5 0.5 0.6 0606 3/e x 6 1.17/8 0.8 0.9 0.9 0806 92 x 6 135/1e 1.5 1.7 1.8 0809 '/2 x 9 165/16 1.9 2.0 2.1 0812 '/2 x 12 195/16 2.3 2.4 2.4 1006 5/8 x 6 15'/2 2.5 2.8 3.0 1009 5/8 x 9 181/2 3.3 3.5 3.7 1012 5/e x 12 211/2 3.8 4.0 4.2 1206 3/4 x 6 241/2 3.9 4.3 4.6 1209 3/4 x 9 17 4.8 5.1 5.4 1212 3/4 x 12 20 5.4 5.7 6.0 1218 3/4 x 18 23 7.0 7.3 7.7 1412 7/a x 12 29 7.4 7.9 6.4 1418 7/8 x 18 185/8 9.6 10.2 10.7 1606 1 x6 245/8. 9.0 9.4 9.7 1612 1 x12 305/e 11.2 11.6 11.9 1618 1 x 18 205/8 13.8 14.3 14.8 1624 1 x24 265/8 17.1 17.6 18.2 2012 174 x 12 325/8 20.9 - 23.8 2018 1'/4 x 18 385/e 25.7 - 27.5 2024 1'/4 x 24 357/8 29.7 - 33.7 2412 1'/2 x 12 323/8 29.0 - 38.1 2418 1'/2 x 18 383/e 35.2• - 44.2 2424 1'/2 x 24 443/8 40.7 - 48.4 All meet Fed. Spec. FF -T-791 b Type 1 Form 1, Eye 8 Eye Class 4, Hook 8 Hook Class 5, Hook 8 Eye Class 6, Jaw 8 Jaw Class 7, Eye 8 Jaw Class 8. ' NOT AVAILABLE IN I % INCH AND LARGER SIZES. When ordering, add style of turnbuckle (EE, HH, JE, HE, JJ) after numerical code to make complete ordering code. COLUMBUS MCKINNON CORPORATION MIOLANO FORGE DIVISION SALES OFFICE: AMHERST. NEW YORK 14228-1197 FACTORY: CEDAR RAPIDS, IOWA 716/689,-5400 - -. LITHO IN USA ° REG. U.S. PAT. OFF. FORM NO. MD -260 "C•Manutactureis Code 697983 "'roper Use of R94 GRANGERWire Rope Clips MUM All Big Orange@ Wire~Rope Clips meet Federal Specifications '(FF -C-450, Type I Class 1) and will provide maximum holding strength when used according to the specifications listed on the reverse side of this page and following these instructions: 1. Turn back the specified amount of wire rope over proper size wire rope thimble. (See chart on reverse side for turn -back lengths.) 2. Attach the first clip so the U -Bolt is one clip base width from the dead end of the wire rope. The live end of the rope seats in the saddle (clip base). Remember: Live End Saddle, Dead EndU-Bolt. 3. Tighten U -Bolt nuts to the torque value specified in chart. 4. Attach second clip as close as possible to the loop formed by the thimble. Turn nuts on this clip firmly but do not torque. 5. Attach additional clips (as specified by chart) evenly between the first two clips. 6. Tighten all nuts evenly to torque specifications. 7. Re -torque all nuts after applying the first load to the assembly. Wire Rope Clips should be inspected and re -torqued periodically. If some other object is used for rope turn back, at least one additional Wire Rope Clip should be used. The number of clips specified in the chart is based on the use of the following types of new wire rope: "Right Regular" or "Lang Lay" wire rope, 6 x 19 class or 6 x 37 class; Fibre Core (FC) or Steel Core (WSC or IWRC), Grades IPS or XIP, 8 x 19 Class Fibre Core, IPS Grade of sizes 11/2" and smaller, and 18 x 7 Class Fibre Core, IPS or XIP Grades of sizes 13/a and smaller. For wire rope grades not listed above, additional clips may be necessary. Length of rope turn back should be increased when more clips are used. When properly used, Big Orange® Wire Rope Clips will give an efficiency rating of approximately 80% of the listed breaking strength for new wire rope. DC Manufacturers Code 697983 • Precision manufactured and galvanized to meet Federal Specifications (FF -C-450 Type 1 Class 1) on all sizes 1/4" and larger. U -Bolts and nuts electro- galvanized on 1/e" and 3/16" sizes, hot dip galvanized on all other sizes. All bases hot dip galvanized. • Drop forged base. • Available in popular sizes. BIG QE° DROP FORGED WIRE ROPE CLIPS Refer to Form No. MD-13nA for rnrhnleal Inforroal,nn Part No. Size A B All dimensions In Inches C D E F G H Min. No. Clips Torque Ft./Lbs. Rope Turn Back (inches) Weight Per 100 Factory Pack M244 '/8" 12-24 73/32 7/16 15/32 13132 3/8 13/16 15/16 2 4'/2 31/4 5 50 M245 •3/16" '/4-20 31/32 9/16 19/32 112 112 15/16 15/32 2 7'12 33/4 9 50 M246 '/4" 5/16-18 11/32 1/2 3/4 21/32 9/16 13/16 17/16 2 15 43/4 18 50 M247 5/Is" 3/a-16 13/6 3/4 7/8 23/32 "/16 15/16 1 "/16 2 30 5'/4 30 50 M248 3/8" 7/16-14 11/2 314 1 29/32 3/4 15/8 115/16 2 45 61/2 42 50 M249 7/16" 1/2-13 17/8 1 13/16 1'/16 7/8 125/32 25/16 2 65 7 70 50 M250 1/2" '/2-13 17/8 1 13/16 11/8 7/8 129/32 25/16 3 65 111/2 75 30 M296 9/16" 9/16.12 2% 11/4 15/16 1'A '5/16 13'/32 2'/2 3 95 12 100 30- -M251 5/e" 9/16.12 2% 1'/4 15/16 1 "/32 1$/16 2 2'/2 3 95 12 100 30 M252 3/4" %-11 23/4 17/16 1'/2 17/16 1'/,6 211/32 213/16 4 130 18 150 30 M253 7/0" 3/4.10 3'/a 1'''18 13/4 119/32 1'/4 27/16 35/32 4 225 20 240 10 M254 1" 3/4.10 3'/2 113/16 17/6 125/32 1'/4 2% 3'5/32 5 225 26 1 250 10 M255 1'/8" 3/4-10 37/6 2 2 12 %21 1'/4 213/16 319/32 6 225 34 310 10 M256 1.1/4" 7/8-9 41/4 2'/8 25/16 23/16 17/16 3'/a 4'/e 7 360 37 460 5 M257 13/6" 7/e-9 4% 25/16 23/0 • 2'/n 17/16 3'/6 4'/4 7 360 44 520 5 M258 1'/2" 7/8-917/ 2% 219/32 2'/2 17/Is 313/32 471,6 8 360 48 590 5 COLUMBUS MCKINNON CORPORATION MIDLAND FORGE DIVISION P.O. BOX 1627 -"CEDAR RAPIDS, IOWA 52406 • 319/362 1111 O 1984 Columbus McKinnon Corporation Printed in U.S.A. SAV/4.84/5M Form No. MD -200 LAND DEVELOPMENT -'BUILDING PERMIT CLEARANCE Building Permit No. NAMERS l� 1I�l� AJ1 S �V11 P Q►' NUMBER: v� 06 z8 ' PRINT LAST NAME FIRS COUNTY ZONING DESIGNATION: Q FLOOD ZONE: FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS DATE OF CREATION: I DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION COMMENTS/CONDITIONS: LEGAL ACCESS REQUIRED YES NO PARCEL CREATION BY MAP DATE OF RECORDING _ LOT YES NO BOOK � PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP:. ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a building setback from right-of-way/centerline of _ 3. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 4. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation.of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. . 5. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 6. Maintain a 100 ft. leachfield setback from all existing wells. 7. Maintain a ft. leachfield setback from 8. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. 9. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 10. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 1 1. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. 12 CHECK APPROPRIATE REQUIREMENTS YES OR NO OR CONDITION NUMBER. LD 12194 - CAW1151W0RMS.KI6LDGPERM.CLR ' NTY OF BUTTE r E B 2 2 1995 sand Deveiapment'Sec. .. ...,-.. r v . .° l.:.i: w �. � �... ., a.. r'x;'at':,..., ^W.w�"^ ..+u::: �`�.ya ''%.:. •.Sir 1? N: �'; "" k .%;..5 :.•;.' :rt__. '4,^,yq. 2. t 022-210-062 PERMIT#94-2760 GRIDLEY-BIGGS CEMETARY s 2023 HWY 99, GRIDLEY CONT NORTH VALLEY ELECTRIC ELE SER CH/CEMETARY OFFICE COPY Address G Meter By a e ELECTRI Meter By Dai+y r i COUNTY OF BUTTE - DEPARTMENT OF'DEVf:LOPMENT SERVICES - BUILDING DIVISION 1 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. / APPLICATION AND PERMIT �� ' 7 (4 () ASSESSOR PARCEL NUMBER 022-21 ZONING BUILDING PERMIT OWNER CRIDLEY—BIGGS TELEPHONE SQ, FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME NORTH VAUEY WC TELEPHONE CONTRACTOR'S MAILING ADDRESS PO BOX 911 GRIDLEY Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 799 PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15,00 Each gas water heater or vent 15.00 USE OF STRUCTURE SF O Duplex ❑ Mobilehome O Other CEMETARY SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New ❑ Addition O Remodel O Utilitiesq Installation ❑ Other ❑ Describework: UPDATE ELECTRIC SERVICE (200 AMP) PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 (UNDERGROUND) 3 PHASE Main Service ( ` OR LESS 200A OR LESS ) 23.00 23,00 Main Service ( 200A TO t000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. ) g 3.50 FTO,. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) a7'I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my, icense is in full force and effect. �f+ l� I � ..-�/ License No. %:!r �J %� Classification / lrJ Lam' 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) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) a SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 Q 1.00 BAL. .50 FIXED APPLNS. OR EX. OCCUp. (OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 28.00 Mobile Home Facilities 20,00 Misc. Wiring .23-00 23 00 — PRE INSPEC. 123.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O�his permit is for $100.00 (valuation) or less. 0 1 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. -❑ 1 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 $ 89.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood Ventilation E65 PERMIT FEE S Contractor I certify that I have read this application and state that the above information is correct. 1 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 tovgave, indemnify and,keep rmless the County of Butte against all liabilities, juc(Aents, costs, and expense hich may in any way accrue against said County in onsequence of the granting f this permit. • oor' X.... ��/� Date /!J �7 Sigr aW% of Applicant - O Owner ontractor O 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 $ DCC CONST. TYPE TOTAL FEES $9.00 HA2. D. FEES IMP FLOOD COF PARCEL PO HD 15.40E ✓ This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By t�f �a� Date PERMIT EXPIRES ON `'LI /�� A —:r lDdtel Receipt No. 168904 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ��-�%1-�-1� ASSESSOR PARCEL NUMBER 022-210-062 ZOfdING PQ BUILDING PERMIT OWNER GRIDLEY—BIGGS CM TELEPHONE SO, FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME NORTH VALLEY TELEPHONE CONTRACTOR'S MAILING ADDRESS PO BOX 911 GRIDLEY Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE N0. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 2093 HWY 99 PERMIT FEE $ GRIDLEY PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15.00 Each gas water heater or vent 15.00 USE OF STRUCTURE SF O Duplex O Mobilehome O Other CEMETARY SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilitiell2 Installation O Other O Describework: UPDATE ELECTRIC SERVICE (200 AMP) PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 (UNDERGROUND) 3 PHASE Main Service ( 20' 0V OR LESS OA OR LESS ) 23.00 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. I so 3.50 FT. CONTRACTORS LICENSE LAW I decl under penalty of perjury (check one) �� I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Co icense is in full forc and eCL. License No. Classification��� ❑ 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) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET .NON-RESID. ( BRANCH CIRCUITS I @7.50 ( POWERAPPARATUS ) &SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 SAL. 0 .50 FIXED APPLNS. OR Ex. Occup. (OUTLETS IRESID.1 EA. I 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PRE INSPEC. 123.00 WORKER'S COMPENSATION INSURANCE I declare der penalty of perjury (check one): O JTAWpermit 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. 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 $ 89.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certifythat I have read this application and state that the above information is correct. 1 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 t ave, indemnify and keep rmless the County of Butte against all liabilities, ju nts, costs, and ex nse ich may in any way accrue against said County in o equ� of the a i f his permit. Date �O�J / - Igq a of Applicant - O wner ontractor ❑ Agent Ani 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 1$ Energy Inspection Fee $ ocC CONST. TYPE TOTAL FEE $ 89.00 HAZ. 0. FEES IMP FLOOD COF PARCEL PD HD I E This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been BY � PERMIT EXPIRES ON ` (Det 1 provisions to do work paid. �j Dat�`� L Receipt No. 168904 WHITE-O.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ..,,,,..v5°'►''.""*'p;'�1.�txf►�l�'�1'tki'��Sr'V.;,,,:hi.•,,r"r.;: COUNTYOFBUTTE - DEPARTMEWYO�DEVEL'OPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILL'E, CALF16I1NIA95965 -TELEPHONE (916) 538-7541 PERMI�nnAPPLICA-PON DATASHEET OWNER `Y� P Proposed Building Use Building Inspector Date 129 At time'of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... h` 10. Fees of $ ...................................... . 11. Impact fees as shown on attached schedule ................................ 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer. .... .. 0 ............. 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit. ............................. ........... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development.about (A) Improvements (B) Drainage. .......... . Driveway permit (construc on ap val required prior to occupancy). . . p1� Pre -Inspection reque Pre -inspection for /lam%i C" required. . . to Building Inspe.t07 (Date) `';•<. 1. Contractor's license information. No., Name Style, Classification . 22. Certificate of Workmans Compensation Insurance . ......................... . 23. Owner -Builder Verification (Given to owner , Mail to owner _). .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization. ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance. 29. Documentation of legal access . ....................................... . 30. Documentation -of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage require ments. ............... ' 31. Existing violations/expired permits . ..................................... . 32. Plan check list . ............................. ................... 33. r...; 34: i t Y When you issue the permit, process as follows: Mail to owner. L, -"Mail to contractor. Telephone and hold for pickup at 1 office. Deliver with inspector. Other t t ' Parcel Creation r AcreageApplicant t Date - Copy of Haz-Mat form sent ,,.x. Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. r 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works PRE .INSPECTIRJ !' OWNER: DATE 2oZ3 / 6Z LOCATION: A. P. # CONTRACTOR: ZONING �a0 PRE -INSPECTION FOR: DATE TO INSPECTOR PERMIT HISTORY: NONE r] AS FOLLOWS: 0 TYPE OF OCCUPANCY ---------- 7 ----- FIELD - INFORMATION BUILDING USAGE: �. TENNANT: [� OCCUPIED D HAS ELECTRIC FD HAS GAS [:::] HAS SANITATION FACILITIES 0 HEATED -COOLED PERSON CONTACTED OTHER COMMENTS: ACTION COMMENDED: E!fiSSUE 0 ,HOLD FOR OTHER: BY G�G i/G � DATE 164,- 1 ��� ��� ���a� � s��� G�