Loading...
HomeMy WebLinkAbout040-200-085r-- -- 400- -40_09,.%45� 41 40-20-85 ,CHAMBERS CABLE 2652-90B i 9348 Midway, Durham CONTR:. North Valley Ready Mix (microwave tower)*'-'1_ ✓ F Permit#2�-91B 40-20-85 x ; -27 -q2 i (1st renewal of1.grmit#4221 g) 40-20-85 _ 2900-91E CAMP & MCLAUGHLIN 9358 Midway, Durham I� cont; Agri Electric (elec f#V. comm) i 040-2� � I• 0-0-085 f II 92-0020 a I , MCLAUGHLIN, EDWARD CONTR: CAMP, GENE ` k 9358 MIDWAY, DURHAM ' CNV PORT WHSE TO 040-200-085 PERMIT#94-3011 r. ' MCLAUGHLIN, EDS( �Y 9358 MIDWAY, BLDG E', DURHAM CONT; PAUL TAMIETTI ADD GAS LINE/APPLIANCE REPAIR SHOP n U y , IIIjnIIIIII ySjj .. `ji[ 4` k�� .. _. ,p •,. ''"'�•�`^y•Q ��� ..���.. ;. �..r.:e�S ,n.,,yF','.Y .i'w^�d�'..�4 b 3:=,f5�h •w...,•.,�;f*�'�'�'�''f ..�. �.,,-, f�s�.:�.s ir�u n.7,"s..�.ti �, �v�; rw�F 085 w +PERMIT#94-3011 i IN,• ED WAY, BLDG E, DURHAMUL TA14IETTI LINE/APPLIANCE REPAIR SHOP �f f \ i . j ' r 1 4 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538=7541_ERMIT NO. APPLICATION AND PERMIT eS;C �� `4 0// ASSESSOR PARCEL NUMBER 040-200--085 ZONING �! BUILDING PERMIT OWNER FT1 C' A 1.. TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS _ DRIVE. CHIM 9-5928 CONTRACTOR'S NAME PAUL I-1609 TELEPHONE CONTRACTOR'S MAILING ADDRESS T R Fireplace CONSTRUCTIOO N LENDEfl 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 9358 MIDWAY BLDG E DURHAM 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 O Mobilehome O Other APPLIANCE REPAIR SHOP SPECIFY Gas piping system 1 - 5 outlets 15.00 13•OU Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New O Addition ❑ Remodel O Utilities �yt U" Installation ❑ Other ❑ Describe Work: ADD GAS PIPING PERMIT FEE $ 35.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service 800V 0R LESS ( 200A OR LESS 23.00 Main Service ( 200ATO,000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. OLDS. ) 0so , 3.50 gFT CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my, license is in full force and effect. -- '36 License No. iit'�i(e� �� Classification 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) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS I @7.50 ( POWERAPPARATUS ' 6 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) / 20 @ 1.00 BAL. 50 Ex. Occu FIXED APFWS. OR p' (OUTLETS (RESID.I EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. O 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 ,4Certificate of Consent to Self -insure. O' I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. 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 to save, indemnify and keep harmless the County of Butte against all liabilities, judgmental, costs, aexpenses which may in any way accrue against said County injconsequence %offtthe granting,of his permit. X / �'• / �'' / ../Z:. Date f �1 ,1 Signature of Applicant- O Owner L-❑ Contractor ❑ Agent / An OSHA permit is required for excavations over 5"0" deep and demolition or of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEES 35,00 HAZ• 1 o. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Cod and/or Resolutions to do work indicated a ove for whi, f es have been paid. t %construction `By -� c PERMIT EXPIRES ON lDet 1 Receipt No. 170345 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING ISION 7 County Center Drive - Oroville, Clliforn* 95965 - Telephone (916) 53 541ERMIT NO. APPLICATION AND PERMIT (9Li S)t ASSESSOR PARCEL NUMBER _200-085 ZONING Imi BUILDING PERMIT OWNER MCT AIIGHT,TN TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 99 ALM .1 CONTRACTOR'S NAME PAUL TAMTETTT TELEPHONE 899-1609 CONTRACTOR'S MAILING ADDRESS 916A W -FAST AVE 9957, ICHIM 95996 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 9358 MIDWAY BLDG E DURHAM 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 CI Duplex ❑ Mobilehome ❑ Other APPLIANCE REPAIR SHOP SPECIFY Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel CI Utilities 5 Installation El Other ❑ Describe Work: ADD GAS PIPING PERMIT FEE $ 35.00 Contractor ELECTRICAL PERMIT Filing Fee 1 20.00 Main Service 'OVOR LESS ) ( 200A OR LESS 23.00 Main Service ( 200A TO ,000A ) 46.00 NEW CONST. DWELLINGOCCUP. OR ADDNS. ( 8 ACC. BLDS. ) s0, 3.501 FT. CONTRACTORS LICENSE LAW 1 de lare under penalty of perjury (check one) I am a licensed under provisions Of Chapter 9, Division 3 of the Business and Professions Co a and my license is in full force and eff ctEx. License No. Q Classification Com^j jj Elm 1, as the owner, or my eployees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON.RESID. ( BRANCH CIRCUITS I @7.50 ( POWER APPARATUS 1 & SINGLE OUTLET CIR. I { Ex. Occup. ( OUTLET OR FI%TURES 1 20 @ 1.00 BAL. @ .50 Occup. ( FIXED APPWS. OR ) OUTLETS (RESID.) EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 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 cIertificate of Consent to Self -insure. 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 S Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judg ent , c ts, an xpenses ch may in any way accru egamt said County in cons e e of t grantin f- is permit. X Date p� Signature of . pplica - ❑ Owner L10 Contractor ❑ Agent 7of An OSHA permit 'S required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is occ coNST. TYPE TOTAL FEE $ 35.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions the Butte Cou4Codd/or Resolutions to do work indicated a ove fhave been paid. y - I % ��Date// PERMIT EXPIRES ON (Det 1 Receipt No. 170345 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 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER /^ .� ^ +� 0 ��C�� v ZONING BUILDING PERMIT OWNER G TELEPHONE SQ, FT, OCC. BUILDING VALUATION OWNER'S MAILIS9 ADORES$ j �/� ) , % "-'• L ll L t�// CONTRACTOR'S NAM Ol TELERIONE CONTRACTOR'S MAI G ADDRE 6 of Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER ucENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ . BUILDING ADDRESS J / PERMIT FEE $ PLUMBING PERMIT Fling 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�� �— n J (�T SFO Duplex ❑ Mobilehome O Other ! 7 l ICJ SPECIFY as piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New O Addition O Remodel ❑ Utilities Installation O Other ❑ Describe Work: PERMIT FEE $ 7 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service "OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DW8 DWELLING OCCUP. OR ADDNS. ( ACC. BLDS. ) SO , 3.5C FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O 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 ❑ 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) ❑ 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•RESIO. ( BRANCH CIRCUITS ) @7.50 ( FS0WERAPPARATUS ) a SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. 50 Ex. Occup.FIXED APPLNS. OR ( OUTLETS (RE 10.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. O 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. D I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 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 gainsaid County in consequence of the granting of this permit. X Date Signature of Applicant - O Owner ❑ 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. Mobile Home Installation Fee $ Energy Inspection Pee $ OCC CON I. TYPE TOTAL FEE $ O� HAZ• 1 0. FEES IMP FLOOD COF I PARCEL PD HD ISSUE 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 Date PERMIT EXPIRES ON lDe rel Recei t No. P ��7d ( � i WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA - 538-7541 CERTIFICATE OF OCCUPANCY This building has been constructed and compfeted- in'•accordance with the reuirements of the Uniform Building Code`under>perrtit"n'umber 92-6020 for the following- ' Use Classification- Warehouse Office Address or Location 9358 Midway(bldg C), Durham, CA, 5938 Group B-2 occupancy; Type VN construction. It is hereby certified for the occupancy described above and may be occupied. Director of Public Works Date 2127/92 by POST IN A CONSPICUOUS PLACE (Over) NOTICE A new Certificate of Occupancy is required if the use or occupancy of this building changes.. This Certificate of Occupancy shall be posted in a conspicuous place and isnot to be removed by other than the Building Inspector. MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift t 4th Lift 5th Lift ` 6th Lift FIRE WALLS 0 cupancy, Area Propert Gypsum Board 1st Layer 2nd Layer Walls Ceilings ob 4Z g ltqe, 9(-z6l' . COMMERCIAL e7. -.VV I✓VV 040-20=0-085 92-0020 MCLAUGHLIN, EDWARD CONTR: CAMP, GENE 9358 MIDWAY, DURHAM CNV PORT WHSE TO OFC -� 93 r OFFICE COPY i Address ��S$ GAS Meter By IS f� 2 Date f ELECTRIC Meter By JOB FINALED (Date) Signature CERTIFICATE OF OCCUPANCY Signature. 12 - (Date) V=OK O = Not OK - = Not Applicable = Not Ready COMMERCIAL Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 2. Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle f 17. Water Pipe; Test & Anchor -Nail Protect' n 18. D.W.V.; Test -Fittings & Anchor -Nail Protecti n 19. Sinks -Floor -Grease Trap AU 20. Hand icap-W/C- 21. Gas Pipe; Size Firewall 4 4netrations Date Card B-1 to Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -901 -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation _ 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. FI. V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearina-Su000rt Fix. (NOTE: An entry must be made each time you visit the job site) Date FRAMING (Continued) 46. Hangers-Pc,st Caps -Anchors -Connectors 47. Roof Shthing-Nailin'g-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mach. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic ❑ Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; PIbg.-Appliance- Fireplace. -CI earance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of OocuDancv (NOTE: An entry must be made each time you visit the job site) 0 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 0-20-85 ZONING "4d BUILDING PERMIT OWNER dward MCLau Klin TELEPHONE SQ. FT. OCC. BUILDING VL ATI OWNER'S MAILING ADDRESS 99 Alms Bluff Dr., Chico 95928 89 'Z SOS CONTRACTOR'S NAME Gene Cam TELEPHONE CONTRACTOR'S MAILING ADDRESS 10017 Jones Ave. Durham 95938 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 7-128- no Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $82.50 ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ 41.25 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $118-79 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Warehouse SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W 015.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ® Describe work: Convert Part of Warehouse to office _ Bldg. C Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 200ATO1000AI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I� IY'JCJI I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. f31 S,/6 Z, (o Classification 19 -1 ElI, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW OR ADDNS. CONST. ( / ACC. BLDGS. DWELLING OCC UP.d\ / 3.64 sq.ft. NEW CONSTR ULT' -OUTLET NO N•RESID BRANCH CIRC ITS 5.0015.00 POWER APPARATUS h (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 9 76 FIXED Ex. Occup. OUTLETS P(RESID )REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. bVirin g 15.00 Permit Fee $30.00 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating 1 19.00 9.00 Attic Dual 1.00 11.00 Conlin 9 Hood 6.50 Ventilation Permit Fee $ 35.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrueHAz ;gains said County in consequence of the granting of this permit. � Datede,6 / jo L Signature of Applicant — Owner❑ Contractor a Agen ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ �� CO T E V TOTAL FEE $ 203,j 75 DFEES — IMP — FLOOD — C -� PARC PD — HO ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated abve for which fees O UBLIC By PERMIT EXPIR S Date applicable provi- resolutions to do have been paid. WORKS Date Z 7 103195 'eceipt No. `P. W., YELLOW-A99CS90R, PINK•INSPECTOR, GOLDENROD -APPLICANT n �F1'.�f I'�t t :. rt 'i � •, r y ri ���r •. J 9 �3 1 '� ,. t•;.�t �{� a ,,+ :ter � ,i ' Cq 4d LU • v { t. ` •,d, ; C� , . . 1-r„ y , fi ��yr�-tS"Sa -� . � a 1 Yy : 1 r 7 rr {t,ff sH d ct i NO ' • _ .: ` t S;) � Jy� t �}C t "F tea, } __ ' rSub�ly �F.t'Yl al`f .. 7�� T. f 9. 1�1�� T ��1�M "'?�� L r + _•�r�/ � 1 ` Gam•':. X �• �'�S+ tr 1 74 tett- , ' W t''•��:! � �.:":iiL�{'•'i .Y�f+r' ✓ 1✓I�A �..w �� aY �`A � �T`"c. �_—... _« _ .... in f .'� ia: �• �S .. � t t > � r tt. , , , fit^ '� •{ �' Sr. ---t t \ r r __ . l �..c a y. .,y •� + y +":;'?Yc4 ,�, . 1 . t . r i•dt', p : 1 }.r?1 'r CO <CL Qv � r`.( n ,� , ,r3,+U. .i; ; .s.? Yea -Y' 1 , �,i,�•� }CL ^4 A � !r"iiX" � d 1'? i , � < 1'r r }t •,� '' r/. t V\� ``� r~'slr +'� t✓ a��� (,+Tr^,Si. _ i +* 'M.'t� � Y%h.MS� � I ���k 2Ya�'� •41��' •. , -4— Y o�-s10A) 2 x � CLrj' Jo/S rs 2X6 sra-nS ,1& r/ QN 70 SyW- P/$/ i 2 2110- 7 Gr Y o�-s10A) 2 x � CLrj' Jo/S rs 2X6 sra-nS ,1& r/ QN 70 SyW- P/$/ i 2 2110- Certificate of Compliance (Part , of 2) . Projsc AneititecVEnginartr Building PermitvT)7�c Pro(ect Location N.� CF -1 For Enforo nett Apenry U. cry, 1Plan Choclad 01 Date Chy/rownClimate zone '17 ciN 3 - ,, 0� 1 o-&ett-i1 �3 AT -bei A� Lt ;razT r >ti Documentation Author Cats P Approved By Data Prescriptive Approach/Performance Approach Strategy �3erteral 1 CEC Occupancy Type . . .. . .. . , 2 UBC Occupancy GroupVivision . . . . 3 Package Selemd . . . . .. . . . . 4 Gross Conditioned %or Area . . . . . Root and Floors 5 Proposed Root/ "ng Rt (CF -2, CF3) . 6 Required RooNCMing Rt (CF -2) ; ... . 7 Proposed Exterior Fbor Rt (CF -2, CF -3) . 8 Required Exurior Floor Rt (CF -2) . . . . Walls Loc. lbnE ft2 . Z hr-F-R2/3nr .� hr-&R2/Btu Ar�hR/Bm 9 Proposed Opaque Wall Rt (CF -2, CFS . . q, 6 8 hr -F4 9MW 10 Watt Hest Capacity (CF -3) . . . . .. . 0S Z BttyP-h2 11 Recored Opaque Wall Rt (CF -2) . .. . :4hr-F494br Glazing in Wade 12 Exterior Wall Ann (CF -4 .. . . . .. . BOO 8 13 Tod Glazing Area (CF -2) . . .. . . . .t r 14 Proposed Toad Pa cof (Lir* 13 / Line 12). 15 Average Total SC (CF -2) . . . . . , , 16 Allowed Total Glazing Pence.. . . . . . . 17 West Exterior Wag Area (CF -2) . . . . . .�� 18 West Glazing Area (CF -2) . . . . . . .. 19 Proposed West Percent (CF -2) . . . . 20 Average Wast SC (CF -2) . . . . . . . . 21 Allonved West Glazing Percent . . . .. Glazing in Root (CFPrapossdO yowsd Skylight22 . 23 Skylight 2 .. . .... . 24 Skylight 3 . . . . . . . 25 Skygght 4 . . . . . . . . 26 Skyli9M 5 . . . . . . . . 27 Skylight 8 . . . . . . . . 28 Skylight 7 . . . .. . . . 29 Skylight 8 . . . . . . . . Liphring rsee Pan 2 lor AaWmW Pwiwmwc, somhnrwnsr 30 Proposed Adjusted LPD (CF.S) . /,2 G 31 Allowed LPD (C.. . . . . . . . .. , 50 HVAC ISee Part 2 tar Aftionai Perkxm&C@ somjtrcau 32 Pwformarw Set Selected . . 33 Proposed Fan Wattage trdex (CF -4) . 34 Allowed Fen Wattage index . • 35 Proposed Cooling Power Index (CF -4) .. 36 Allowed Cod ft Power Index . . . . . . . TZS 37 Proposed Heating Power index (CF -4) . /O 38 Allowed Heating Power Index 454,, 9 h2 h? % f12 ft2 h2 h2 h2 ft2 h2 112 h2 WaM2 Wattstt2 Performance Approach Erwrgy Budget 1 CEC Occupancy Type . ... .. . . 2 UBC Oowpancy GrouplDivision 3 Conditioned Poor Area . ... ... . 4 Budget Tat>fe . ......... . 5 Allowed Energy Budget (WS -1A) . . . Cafeulated Annual Energy Consumption 6 Approved CaWtation Alethod . . `. . . 7 CEC Oesigrtation . .. . ..... . 8 Multiplier . . .. . . . . . . . .. . Eatdmated Energy Use . 9 Heating ... . . . 10 Cooling ... .. ... .... . 11 Fans ................ 12 Lights ......... ..... . 13 Msea#eteous Equipment . ... . . 14 Watt►'. NeAWs....... . 15 Aq. Toad Etwrgy Use (irw 8 x lir* 9 jo Compliance Statement A/A- ill k$tu'rr-h2 kftoyr-i12 k8ttryr-h2 k8niyr-{t2 kft yr -R2 Mayr -0 Wft4r-ft2 Mbk,yr-ft2 General. The proposed building represented in this set of compliance documentation is consistent with the other compliance forms and worksheets, with the pians and specifications and with any other calculations or computer nits submitted with this permit application. Performance Approach. (when appiicabie) The energy pwiormarce estinnate prsssntsd ort this form was calculated ustnp the approved wiar ave method radiated above and with the CEC established fixed and restrietad engineering inputs for the applicable clamm mine and Pteseri Mppeeach. (when applicable) The proposed building has begirt drsigE n meet the nclutrsments of Alternative Component Padracrirtdr�a0sd above for tft..r ro� Mw and climate Name(Two ROBERT S. WATON Company Architect SAA Deis •AVENUE Address. CHICO, CA 95926 343-8038 wauL f`2 City/SteaNZtp C • 919 2 WaMw Bvjvk2 Telephone Calif. License Number Burl a Bum2 Form Revised Septemt»r, 1M6 Page of ' Certificate of Compliance (Part 2 of 2) r r"M 4 rwe - ROBERT. HEATON . B� .. //fie/gz- ooamw t *m Auesor/Frm ! caw CF -1 Fr WOCUMMent Ago" Lim Only Both pens one and No of this Cart mis of Comprwnce must be i w aded with eadt buiidng permit application forte � � two ad�iiew on to plans submitted for approval. The buiding feaLrres and requirements represented on the Comficeoe of we afar adecit— for arty snub dseq wt Wtsn&tions, modificao u�or addtions the buiWV. SMdards for the building rotes above.nood s a� dents are Ge'ig"er K Ttirea rime m4e Name (Print) rdWCompany Name a p" Name Addrou Address +� Dam Dam Erdorwmere Agency SignaWm Daw Dealpear Two Nana TOWCanpany Name Address Was" Enforoemari Agency Sign mim Dam Titl Cornparry Nwne Address 0 Name (P" T1dWAgancy Additional Performance Approach Strategy Spedfleatlons uQMin NVAC Form Aw aed Sep=nW 199 Pop 2 of Mandatory Measures Checklist z Documentation AutltoWvm AWN.I. in Construction Doommts Envelope Measures MF -1 For &&rcamara o* cha ked By Asfarence in Construction Doaxnents I J Phowcol sensors wide a diffusing cover and no OPIQ s ower per 2.5319(s)S ....... .. _A/A— Certified insulation mamrials per 2-5311(a) . . . . . .. C ( ) 4rsuiation instdod b meet flame spread and smoke density naquir.ments of 2-5311(b) . . . . . . . . . . I 1 Urea brmak*hyde loam insulation is instMed W 2-S311(c) . . . . . . . . . . . . . . . . . . . (V+Q- I1 Retrofit irtmAntion specified as per 2-5313 . . . . .. . . ( �( Manufacturers insvuctimu provided for nsL(labon and calibration per 2-5319(9)6 .. .. . ... . . /VA -- Proper installation of controls aretudirq sensor location cerLficabon of it t W coibration and control of lumsuires N/� onlywithin daylit area per 2-5319(e)6 . . . . . . vable or audible malfunction alarms per 2.5319(p) . .. A A-- I I Air infiltration is minimized by specification of Occupancy Sensing Devices (when ��martufamared doors and windows and proper r� applicable) 9 efstrtpping as per 2-5317 . . . . . . Lighting System Measures t I F3aker free operation and no pr.mat n tamp failure per 2-S319(9)2 ........... .... iV (1 Certified fumirWrezbailasts per 25314(b) . . . . . . . 7 2 77 1/1 I 1 I I IMsperrdent control w/ enclosed areas per 2-5319(a) , . /f I I I ) Manual switrining readDy acoessibte per 2-5319(b) . . .. 1/ t l Reduction of lighting bad mat least one half per 2-5319(0. Occupancy sensors or programmable timers meeting CEC criteria may subsdW* . . . . . .. . . �1 O Saparaes nhtch ing of dayit areas per 2v319(d) . . . . (J Separate switching of display and valance lighting in regal and wholesale stores per 2-5319(h) . . . I 1 Automatic control of da tiin retail )VA surd wholesale stores per 2-5319(h) . . . . . . . . . I 1 Tandem wiring of one- and three4amp tunhares ,� per 2-S319(i.. . . . . . . . . . . . . . . . . . . Daylighting and Lumen Maintenance Controls (when applicable) () U(per 2-S319(9)1 �dyt�e farrr)3umination roduceon ono-haff o• /1/A I I �r free wwjon and nopemaurs Wnp fuluns per • ^ • . /Vi�- () Teo delays to pr.v rtt undesirable 0yding ,1`J� Per 2-5319(s�3 . . . . . . . . . . . .. . .. . . () slap awld+ing drvi0as with saparaticn between MOW settings per 2-5319(s)4 . . . . . . . . . . . Tans delays to prevent rndasir.sbis qv&q per 2-5310(9)3 .................. A t*r— vamle or audible matturc" alines per 2-s3t9(g) ... / vA. Limits an anissions per auosptior s to 2-5319(e) . ... /1/A HVAC and Plumbing System Measures I I Piping insulated as nxpArvd by 2-5312 ...., ... . O certified HVAC equpr WM par 2-S314(a) ... .. . I I Certified pltunbvrp squiptnent per 25314(a) . . ... . I 1 Keating and ooacrq 6WOMOnt sffidrnry per 2-5314(b) . /! (J Pilodess pinion of gas appliances per 2-5314(0) . . . . // I I Auomatie controls for off -hours per 2-5315(a) l . . .. . / + t I Thermosm set point requiromef is per 2-S315(a) . .. 0 [ I Sequential control of heafing and cooing per 2-531 S(a)3 , !> I 1 Awcmafi0.rd"fan dampers par 25716(b) . . .. . !! t J Thermostat controls for each zona per 2-5315(b) . ... / / Ventilation provOsd per 2.5316 and 2.6343 ...... H Heaters for domestic hot war and/or pools per 2-5318 . A�A- Form FW -&W September 1985 Piga 3 of Envelope Summary Form and Worksheet (Part , of 2) CF -2 For Enk=sment Agency Use Only Arrki}or4 /A g la, 2 Documentaoan A~/Frm Dans Checked By Data Roof Exposed Floor Area/Soffits A B C D A B c n Average R -value C� Cal B / Cd D Glazing in Roof A B C Average R -value Col B / COl D D E F G H l Suntace Area pry Type North Esnt South L West I Horizontal ToW (At) U SC TOW Exterior Wall Area A B C D E c Forth Revised SQOtember 1986 pop 410f Envelope Summary Form and Worksheet, (Pan 2 of 2) CF -2 B. HEATON Doam"mwm Aultwr/F•rm UY Opaque Exterior Wails and Doors A @ C D E c r u CI�m v % wiL- ji M N. !r � INISM MMMBMMMi "—" TOM l 1 Total t I Ptoposod Paquimd Woobd Avwapo P Vaiva F Col F / Co11 Cot F/ Cd K Glazing in Walls A B C D c C n u Tomb U-Valum West SC Tatd SC Awwaps .��■�. Farfn Pa -sed Sapwmbw t gas pap -,5— at Construction Assembly Compliance Form : CF -3 For Enbraenwrtt Agency Use Only - - -- Architect Documen ation AuQwr/firm DateChwicad &j Data General Information IAssembly Type and Number . . . . . . . . . . . ... . . . . . . . . . . . . .. .j 2 Framing Type . . . . . . . . . . . . . . . . . . .. . . .. .. ..... . ... ... ... . .. 3 Framing Size . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . .. . . 4 Frarnin§ Spacing . . . . . . . . . . . . . . . ... ... .. .... ...... . 5 Insulation in Cavity . . . . . . . . . . . . . ... ... . .. .. . • • • . • • • • ' ' ' aches .... .. .. ... Ffi2-hr/8d 6 Effective R -value of Cavity/Framing . . . . . . : . ... . . . . . . . . . . . . .. . ... . . b, h 8 F-It2-hd8tu i r� List of Construction Components A B C D E WagHC Float Co! C x Col D Desorption Rrvalue Ofyttc) (BUT-&) (B1u/F-60 v�ty / ;,Ye � 8,38 2-- 3: .3: 4 5' 6: 7 S. Total R-Vatw 8 8 3 w/o films . . . . . . . . . . . . . . r Total HC 9 Inside surface air fam . . . . . . . . . . . . r 10 Outside surlaos air film . . . . . . . . . . . . . 11. Total thermal resistance (RO . .. . . . . . . . . 12 U-valua (1 / Cine 11) . . . . . . . . . . . . . . . of Forth Revised September 1966 patio of Construction Assembly Compliance Form CF -3 For Ertforoatnatts Apaney Use Ony viol T-00 XWOUT B. HIA1116M Architect' 1 " 4- Oo asnerseaeon Audw/Frm 06ad By Date General Information I Assemby Type and Number . . ... .. .. FOO F ( 2 Framing Type . . . . . .rn.. ..... .... ... ;��:T�� �/V 3 Flaming Sirs . . . . . . . . . . . . . . . . . . .. .... .. .. .... . 4 Framing Spap . . . . . . . . . . . . . . . .... ... .. ....... . S Insulation in Cavity . . . . . . . . .... .. Effective R -value of Cavity/Frarr+inp . . inches . ... ... ... . • F42-hr/Btu 6 ....:....... .. . ... j A. 8 F-h2-fidBtu Sketch of Construction Assembly - List of Construction Components A g C E . Wa9 HC Col C x Col 0 Vl T 1l 46- ¢ g 2. �i-&Ooj 40� 3: 4 7 S. ToW R -Value w/o films . . . . . . . . . . . . . `f'r S Total HC O 9 Inside surf&= ail film . . .. . . . . . . . .. 0 / G I 10 Outside s atace air fin . . . . . . . . . . . . . O 1 i I 11 Total thermal resistorm (Rt) . . . . . . . . . . . 12 t1 -venue (1 /Line 11) . . . . . . . . . . . . . Foran Revised September 1996 ` HVAC PowerIndicesSummary Form and Worksheets CF -4 For Enforcement Agency use only e�XWOrKI 0. rVILAJOR/ Architect �/?"O> /f Documentation Auftr/Firm Date Checked By Date Summary Data Brake Horsepower Equipment Mark Description Coding Heating Motor x Drive Efficiency IConversion Cooling Heating Number Factor Fans 1 Conditioned Floor Area . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . y i 0.746 2 Total Fan Watts During Peak Cooling Conditions (from Worksheets below) . . . .... . . . . . . . . . kilowatts 3 4 Fan Wattage Index (Line 2 x 1000 / Une 1) . . . . . . .. . . . . . . . . .. . .. . . . . . . . . . Total HVAC System Energy During Peak Cooling Corxiitions (from Worksheets below) . . .. . . . . . . . ����g�� Watts/k2 kBtuthr 5 Goofing Power Index (Line 4 x 1000 / Line 1) . . . . . . .. . . . . . . . .. . .. . . . . . . . . .. /Q Btu/hr-tt2 6 Total HVAC System Energy During Peak Heating Conditions (from Worksheets below) . . .. . . .. . . .?�1, ! 2! 2 kBUhr 7 Heating Power Index (Line 6 x 1000 / Line 1) . . . . . . . . . . . . . . . . . . . . . . . . Btu/hr-tt2 Fan Energy 0.746 A B C D E F G H I J Brake Horsepower Equipment Mark Description Coding Heating Motor x Drive Efficiency IConversion Cooling Heating Number Factor Fans Peak kilowatts Cooling Heating lAIZWO 0.746 f O, 2 I ©®®�® 0.746 0.746 0.746 0.746 0.746 0.746 :4 0.746 1 0.746 Total kilowatts Ot 1.1 1 0, t 1 Heating and Cooling Equipment A B C D E F G H I J Total 1 X1.-7145 I Form Revised September 1986 Total 1 `{i`i , I I Page L of _L AD Fans From Worksheet Above ©®®�® Total 1 X1.-7145 I Form Revised September 1986 Total 1 `{i`i , I I Page L of _L Lighting Summary and Worksheet (Part,t of 2) CF -5 Fa EeformnentAgency flea 0* Architect • //,�8/9z Docu nentabon Au.fw/Firm. Dat. . Checked By Date Proposed Adjusted LPD Tailored LPD Approach (when applicable) 1 Total SuBdng Watts (CF -5) . . . . . 3 / Y Wam 2 Control Credt Watts (WS -5B) . . . . . . Watts 3 A4usted Wans.(Une 1 - Line 2) .. . .. Watts 4 Cmdboned Floor Area . . . . . . .ft2 5 Adjusted LPD (Line 3 /Lina 4) . . . . . /,2— WXMSM2 Whole Building LPD Luminaire Schedule A B C 1 2 3 4 5 6 7 8 9 Watts for M: A - DIE (WS•5C) . . . . . Task Watts for IC: E 6 F (W5 -5D) . ... Non -Task Watts for IC: E 3 F (WS -50) . Task Watts for IC: G. H d I (WS -5E) . . .. Non -Task Watts for IC: G. H a I (WS -SE) . Retarl/MMolesale Store Lighting (WS -5F) . TOW Alowed Watts (lines 1-6) ..... CandWned Roor Area . ... ...• b(a)dman LPD (Line 7 / Line 8) ..... . D E Watts Watts Watts Waw Watts Watts Wan h2 Wamst2 F PAW of =a Cference in Construe60h Code Downerm Luminaire Description Number of Lumirtai�re Urflinai m CmL balastl Toni Watts Papa Total Buikfing Toast Form Revrsad September t 988 Pepeof COUNTY OF BUTT F, DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center DrI.vd- Oroville, California 95965 - Telephone: 916."538-7541 APPLICATION AND PERMIT' ASSESSOR PARCEL NUMBER / _o2a — �1 ZONING BUILDING PERMIT OWNER Wft-n � /Y1 cL� UGC Li TELEPHONE �9 3503 SO. FT. CC. BUILDING VALU TION OWN MAILING ADDRE� ^� U CONTRA OR•S E � ry TELEPHONE CON R 1R'S MAILING �� c (CJI Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ .v2 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING AD Ess / Permit fee s -3 PLUMBING PERMIT Filing Fee L- 15.00 Each Trap I 5 00 Solar or heat pump water heater 0.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE �� SF ❑ Duplex❑ Mobilehome❑ 1�J Other ►`'V � ��-`� SPECIFY Gas piping system 1 - 5 outlek 5.00 Building sewer / 15.00 Mob le Home S G W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remod❑ Utilities ❑ Installation❑ Other Describe work: C 0 Al 1/ -3 --3 '/ G Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 200A TO IOOOA1 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. g1 976 >-A-3 Classification � —/ `•Ex. ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. / DWELLING OCCUPM DR ADONS. ACC. BLOGS. // 3.64 sq.ft. NEW CONREST D, RANCH TLET CIRCUITS) NO N•R ESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS 11 (SINGLE OUTLET cIR. / Ex. Occup(OUTLETS OR FIXTURES 20 760 A FIXED APPLNS. Occup. OU REAJ LETS ((RESIO I 1 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. byirin 9 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you becomesubject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Hea ing Cooling Hood 6.50 Ventilation permit Fee $ L Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County or 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 liabilitA s, judgments, costs, and expenses which may in any way accrue against sai County i c e ce of the granting of this permit.JJJ X Date A,Z Signature of Applicant — OwnerIT) Contractor Agent ❑ An OSHA Construct- ion of structures toverr39sroriesoinehe excavations over 5'0" deep and demolition or construct• Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE iFEE $ TOTAL �o3 iAz DFEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC ey PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. 9 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET / > / Permit No. C OWNER C L -/V �' /V A. P. o. Proposed Building Use wilding Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED _1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ . Complete plans in duplicate/triplicate, signed by preparer. of plans�osS/ 4.: Complete engineered plans and calcs, with wet signature on plans .. Hazardous Material Form ......................................... . A__�nergy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 1 rPark fees aid .......................... 13.. _` School District fees paid .............. ��a�nitation approval from Health Department ity of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) K_?1!Contractor's license information (No., Name Style, Plassification) ... 22. Certificate of Workmans Compensation Insurance?fT_fE'ykwp.J... 23. Owner -Builder Verification (Given to owner o, Mail to owner ❑) .... . 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: -Mai l to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. 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 b_g su_b.mi.tt.ed pr�orto perrmlt Is u (Circle new item,not-checked above). 1. Index permit for above items No.i 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_—jnaiI—counter by ..date Contractor, designer, owner, was advised of above required data by—phone —mai I—counter by date_ Plans checked by Date Plans approved by Date Copy—DPW Sets of plans on hold in File cabinet AP folder BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER Firm Name Address Nature of Business Contact Person °;? C?O Z 0 J M�, Cu u n[,,x l rw . M.�A (-, I4c,_ L, APN�J"'� Phone # F ( I"d fo(:P, 1. Does your business or that of your tennants handle, store, or transport hazardous materials? NO 0 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 standard temperature 4 pressure), or formulation containing hazardous material? NO 0 YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) 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? NO 0 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, fumes, vapors, or other volatile compounds? P NO 0 YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative a /M%" (Signator ) ate) 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. D11 The Above Regulations Do Not Apply To This Facility. BCEHD Signature BCAPCD Signature Date Date WHITE -Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. COUNTY OF BUTTE DEPARTMENT OF PUSS- C WORKS 7 COUNTY CENTER DRIVE OROVILLEr CALIFORNIA - $38-7541 CERTIRCATE OF, OCCUPANCY This building has been constructed and completed in accordance with the requirements df the Uniform Building Code under Oermit' nurrober 4221-89 for the following: Use Classification Office for rental unit's' Address or Location 9358 Midway, Durham, CA 95938 Group B-2 occupancy; Type VN construction. It is hereby certified for the occupancy described above and may be occupied. Director of Public Works Date 2/27/92 by 1POST IN A CONSPICUOUS PLACE (Over) 3VIRG 93TH33 YTWU03 ';0 TKj3'eTnA1-.--i7 ffliw 9-fahtyn.Sw g j5Qj, I I f!p a,�V� j,,,OccuppnFy I.s ;r ,ithe jiq,c�lu cy , III-IrAL-0 9Al to wit :jjrd'.40HG1 wh vil This Certificate of Occupancy shall be posted In a conspicuous place -and-ls-nat-to-be-mmox . ed-b.y-oth.er.than.-the-B.uJ.I.dinonspeothri:)il,;IppsP,.) xm .riollawt1pnou — S(IX Tq qd tsm bits w4coda bqdha?qb qfh -fo'a b9flinu:; A ff PA-!oW afldul-1 lwioja�rtKll yd 3:DA-lq WOU01421103 A KI ii=Dg (45.0) RE DENTIAL 4b-20-85' OVTSI<4221-89B,P,E,M MCLAUGHLIN, Edward C. etal 9348 Midway, Durham (4 rental units) OFFICE COPY jAddress ` GAS ` Meter By - i ELECTRIC R Meter By �, `'� Date 9� 4 OFFICE COPY Y Address GAS Meter By- Dat47/5/ ELECTRIC Meter By Date r OFFICE COPY Address n I I { • GAS Meter By Date ELECTRIC Meter By S Date JOB FINALED (Date) /Z Signature `!e J=OK O=Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UN RFLOOR (Plans) OK except #'s ning-Setbacks-Easements-Flood-SI pe oe . Ftg., Main; Soils -EI c. d.- 2/ epth 3. Ftg., Garage; Soils -St I- lec. Grnd.-/ /" Ftg. Depth 4. F g., Porches & Decks; Soils -Steel-/ /Ftg. Depth Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors Slab; &tee+ -W ed 8. Piers -Fireplace Ft .-Steel D.W.V.; Fall i -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. er Pipe; st-Anchor-Regulator-Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date 5R Card B-1 b Date Card B-1 Date 51 Card B-1 9 6 Date Card B-1 Date PLUMBING (Permit) OK except #'s i, ".0ate. mbustion Air -Baffle leyVater Pipe; Test & Anchor -Nail Protection . D.W.V.; Test -Fittings & Anchor -Nail Protection 18-Showex_Ea0.Iest, First Floor -Tub Access Shower, Second Floor -Tub Access 1. Gas Pipe; Size & Anchors Date 3 Card B-1 'fi, Date Card B-1 Date Card B-1 Date Card B-1 Date EL TRICAL Permit OK except #'s fixture & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors Boxes & No. of Conductors -Stapled omex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water ei. P Applienee-Circuts in Kitchen & Conductor Size/GFI Subfeed Wire Size /6/ ga. Cu or &A.C. Wire Size / / ga. Cu or Al a. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0 Yes 0 No 30. Service -Riser Conductors & Ground -Main Disconnect 34.-Equip.Clearances Panels-Motors-Mech. Equip. 9ii-6Fe4Nec Closet Light -Shower Light -Spa Light S1 -Smoke.Detector Date � & Card B-1 ? A 6 Date Card B-1 Date 5P, Card B-1 9a Date Card B-1 Date FR ING (Plans) OK except #'s i(iSProper Material & r AK/Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Baring Walls over Girders & Floor Nailing aft Stop in Walls (rat proof) Q'fire Stops; Furred Ceilings -Stairs -Chases -Tub V. Headers & Beam -Size & Bearing Date F M9NG (Continued) ngers-Post Caps -Anchors -Connectors Ing. Joist-Rftr. ties -Pu rlin —roof Brac r thng.-Rfng. ue-Fireplace Throat clearance Size & Romex Protection -Draft Stop fl s i mg ors -Sill Hgt. & Dimensions 90 QaFagV+ire-Poe&scUa& Framing firewall & Openings eck Garage -3rd Story, 2 Exits IT,Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers / 55_05idino-Nailino Veneer Screed -Fd. Vents-Underfir. Access ,Glazing Area -Glass Shear Walls; Nailing Vt60. Infiltration -Walls -Windows Date Card Bi- Date Card B-1 Date 7 Card B-1 S- Date j' Card B-1 Date Fit& (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings r 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection .. g G.F.I. & Bath Fixtures & Tub Access -Spa W.Aiec. Trim & Subpanel; Breaker Sizes & Labels V. Stairs & Rails i learances-Hearth Elec. Outlets at Wood Panel; Int. & Ext. 7 . nce; Grnd.-Air Gap -Cooking Clearance acles at Kit. Counter T2-8erage-Fire-Do`or; Swing -Landing -Closer rage'Damper Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. ,An Garage; Above Floor -Meth. Protection PIb., Elec. & Mech. Equip. Listed for Location W. age; (G.F.I.)-Romex Protection sulation-Foam-Looked in Attic 0 Yes ./Guard Rails & Deck Construction -Post Caps Fdn.l Hole Door -Drainage & Wood -Earth .ale o ed under Floor ❑ Yes 18,8.' Following instld.; Drive Yes O No; Walks Lq'Yes U No; ,Planters es o 9dStucco: Br n -Finish 5;6C. Unit; Disconnect, Electrical, Plumbing Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to /Openings ".-Disconnect, Electrical, Plumbing xterior Elec. Trim; G.F.I. Receptacle -Underground ae�yentflation Throughout House Glass Protection Corr tions from Previous Inspections T t -Meters Tagged; Gas -Electric '3K cklr Water & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Date Nj Card B-1 Date Card B-1- Date1L Card B-1 SN Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) Date 3 2 q6 Date! 7`6 Card B-1 SK Date Card B-1 Card B-1,SR Date Card B-1 Date ME HANICAL (Permit) OK except #'s VA.C. Ducts Insulation & Support ent Fan; Exhaust above insulation Co densate Drain & Overflow; Size & Grade rnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet Attic Access & Platform if Furnance in Attic Date � & Card B-1 ? A 6 Date Card B-1 Date 5P, Card B-1 9a Date Card B-1 Date FR ING (Plans) OK except #'s i(iSProper Material & r AK/Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Baring Walls over Girders & Floor Nailing aft Stop in Walls (rat proof) Q'fire Stops; Furred Ceilings -Stairs -Chases -Tub V. Headers & Beam -Size & Bearing Date F M9NG (Continued) ngers-Post Caps -Anchors -Connectors Ing. Joist-Rftr. ties -Pu rlin —roof Brac r thng.-Rfng. ue-Fireplace Throat clearance Size & Romex Protection -Draft Stop fl s i mg ors -Sill Hgt. & Dimensions 90 QaFagV+ire-Poe&scUa& Framing firewall & Openings eck Garage -3rd Story, 2 Exits IT,Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers / 55_05idino-Nailino Veneer Screed -Fd. Vents-Underfir. Access ,Glazing Area -Glass Shear Walls; Nailing Vt60. Infiltration -Walls -Windows Date Card Bi- Date Card B-1 Date 7 Card B-1 S- Date j' Card B-1 Date Fit& (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings r 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection .. g G.F.I. & Bath Fixtures & Tub Access -Spa W.Aiec. Trim & Subpanel; Breaker Sizes & Labels V. Stairs & Rails i learances-Hearth Elec. Outlets at Wood Panel; Int. & Ext. 7 . nce; Grnd.-Air Gap -Cooking Clearance acles at Kit. Counter T2-8erage-Fire-Do`or; Swing -Landing -Closer rage'Damper Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. ,An Garage; Above Floor -Meth. Protection PIb., Elec. & Mech. Equip. Listed for Location W. age; (G.F.I.)-Romex Protection sulation-Foam-Looked in Attic 0 Yes ./Guard Rails & Deck Construction -Post Caps Fdn.l Hole Door -Drainage & Wood -Earth .ale o ed under Floor ❑ Yes 18,8.' Following instld.; Drive Yes O No; Walks Lq'Yes U No; ,Planters es o 9dStucco: Br n -Finish 5;6C. Unit; Disconnect, Electrical, Plumbing Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to /Openings ".-Disconnect, Electrical, Plumbing xterior Elec. Trim; G.F.I. Receptacle -Underground ae�yentflation Throughout House Glass Protection Corr tions from Previous Inspections T t -Meters Tagged; Gas -Electric '3K cklr Water & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Date Nj Card B-1 Date Card B-1- Date1L Card B-1 SN Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) V 90 O = Not OK -=Not Applicable Not Ready MOBILE HOMES = Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements-Setbacks-F-asements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) S. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / P L" ft. / /"Nat. or/ P L" ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date . Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector - 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged + 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 C Owner • 1v -o Permit N ?.y E N E R G Y C E R T IF I CAT I ON 9348 Midway, Chico, Ca. LOCATION A, P,-Np• DESCRIPTION OF INSULATION ROOF Material Brand Name Thickness(inches) Thermal Resistance (R Vaiu4),,. EXTERIOR WALL Material FIBERGLASS BATTS Brand Name OWENS-CORNING VVIN Thickness(inches) Thermal Resistance(R ValA CEILING Batt or Blanket Type FIBERGLASS BATTS Brand Name OWENS-CORNING Thickness(inches) 9i"Thermal Resistance(R Value) R3,30•--�.�., Loose Fill Type Brand Name Minimum Thicknes$(Inches) Number of Bags Wt. pex Area covered(ft. ) Thermal Resistance(R Value), FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) Brand Name Thermal Resistance(K Value) Brand Name Thermal Resistance(R Value) FOUNDATION WALL Material Brand Name Thickness(incbes) Thermal ResistaAGe�� YaY I hereby certify that the above insulation was installed in the abQVO bullding in conformance with the State of California Energy Requirementeg LOERKE INSULATION CO., INC. 499150 F RM N4ME/0 NER STATE CONTRACTOR $ hIdW NO. SIG TURE OF INSTAL ON APPLICATOR DAT1; I hereby certify the above insulation and all required items ae shown:oa the Building Department approved plans and attachments have been tnsta1144 as {';* required by the State of California Energy Requirements. : All equipment, devices and materials are of the quality prescribed gr are specifically approved by the State of California. FIMOWNER (Please print)STATE CONTRACTOR'S 1•>�C191. FN$$ NO. RE OF QE. RAL COOrRACTOR OWNER DATE ` THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIO$ TQ FiN" INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDINP. January 1984°` y COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER U PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office wh4 correction of work is completed. If you have any question pertaining to this ma er, or ne//edadditional explanation, please contact this office immediately. — wx' Inspector 16�e . COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE ,�2 21 OWNER PERMIT * A rout' Ie inspection indicates that the following violations of County Ordinance exist t the above address and should be corrected. Please notify this office `. when correction of work is completed. If you have any question pertaining to this \ mat r, or need additional explanation, please contact this office immediately. /,► A Inspector r Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOT CE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector .4� Date �/�h 6 .. s s. f .},,,, ;•:ti �' t:�.-i..-::moi.'" :t+�,+'.`-aa-.,�,`�.Y ..,i.: =4r;. ...-. .`c$'�:d" COUNTY OF BUTTE D[fPAR'TMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER V PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this mat r, or need additional explanation, please contact this office immediately. 0 {" �.�-ate- �►� Inspector iJ� Date i" COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS / >t' County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. �C if ASSESS R PARCEL NUMBER `1 ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME nwnpr TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee 1 Fee $242.75 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 959-7 PLUMBING PERMIT FiIingFee 10.00 9348 Midway, Durham Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. 1 SUBDIVISION NAME 1 PARCEL MAP 115-34 Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE 1 LivinE SF ❑ Duplex❑ Mobilehome❑ Other 4 Rental Units & Above SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer • 5.00 Mobile Home I S I G JW 1 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ® Describe work: 1st Renwal of B.P. #4221-89 _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW of perjury check one . P Y_( I declare and+en I aunder provisions of Chapt. 9, Div. 3 of the Buslnes$ and Professions Code and my license IS In full force and effect. License No. Classification ❑FIXED I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ElI, as the owner, am exclusively contracting with licensed contract ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for t 's reason NEW CONST. DWELLING OCCUP.& OR ADONS. ACC. BLDGS. /s¢sgft NEW CONSTR. MULTI -OUTLET NON-RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS &) SINGLE OUTLET CIR. Ex. Occup OUTLETS OR FIXTURES wl®30 SAL@30 P Temporary service 10.00 Mobile Home Facilities 15.00- Misc. Wiring g 15.00 Permit Fee $ RKMEN'S COMPENSATION INSURANCE I declare un enalty of perjury (check one): ❑ Th permit is for $100.0 va uation) or less. 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabil' es, judgments, costs, and expenses which may in any way accrue against d County i co equence of the granting of this permit. Date �. ¢/ Signature of Applicant — O ner 9 Contractor ❑ Age ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE AL E TOTAL FEE $252.75 h{qZ CUA PARK PAR PD HD ISSUE Th;s permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC BY ^^ PERM EXPIRES Date //1 the applicable provi- resolutions to do fees have been paid. WORKS C ate (� /92 Receipt No. �� - 17 Q I WN,TE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - Department of Public Works .7 County Center Drive, Oroville, CA. 95965 Phone: 916-538-7541 v OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. n Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the maj labor and materials for construction of the proposed property improvement 'Q!Js or no) 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with -the following person (firm) to provide the proposed construction:. Name Address City Phone Contractors License No. plan to provide portions of this work, but I have`hired'the following person to coordinate, supervise, and provide the major work: 'Name Address City Phone Contractors License No. 5.. I will provide some of the work but I have contracted (hired) the following persons to. provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Social Security Number Date NOTE: This Owner -Builder Verification is -sent to you as required by Sections 19831.and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC W PERMIT NO. 7 County Center Drive - Oroville; CtIiforniI?95965 - Telephone: 91 /538-7541. - - APPLICATION AND PERMIT ASSE41®PARC EL NUMBER � ZONING BUILDING PERMIT OWNER cLRv 6,4 -iN rt/ TELEPHONE 5 303 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILINGADDRESS/ SL k,FL ��/� �� 5'9;2.0" CONTRACTOR'SL'SNAME 0 LJ O E IQ— 131 D x- • TELEPHONE s C. I/ S �� ^^ o"'i/ LJ V✓ 1 Q b10V CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $' I Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ S, c_;p ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ -7 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADORES b(AY Permit fee $ 5 PLUMBING PERMIT Filing Fee 10.00 Each Trap i3l 2.00 C, f9D Solar or heat pump water heater 20.00 LOT NO. r SUBDIVISION NAME PARCEL MAP / 3 Water piping 5.00 ' Each qas water heater or vent 5.00 USE OF STRUCTURE %ZENTA/IL11 NE SFE] Duplex❑ Mobilehome❑ Other W 1`ES • SPECT Y Gas piping system 1 - 5 outlets 5.00 S. Building sewer 5.00 , Mobile Home S I G I W 0.00 e • TYPE OF WORK New Addition ❑ emodel ❑ Utilities ❑ Installation❑ Other E:1Permit Describe work: 1i. TA % �aZJ X Li rJ CTr•n.t� _ A r3ode Fee $Ll , bD Contractor ELECTRICAL PERMIT Filing Fee 10.00 1 < Main service 00v OR LESS 1 100 AMP OR LESS 10.00 Q�• Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING occuP. OR ADDNS. ACC. BLDGs. p I�20sgft �,;L w00 NEW CON5TR. ULTI-OUTLET _N O N•R Es, D BRANCH CIRC ITS 2.50 ea POWER APPARATUS e SINGLE OUTLET CIR. EX. OCcup(OUTLETS OR FIXTURES 20080¢ 5ALe 30 FIXED APPLNS Ex. Occup. OUTLETS ((RE510 )REA.) 2.00 Temporary service 10.00 /6 r &0 Mobile Home Facilities 15.00 Misc. �Yirin 9 15.00 1' Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ® 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor ME H AL PERMIT Filing Fee 10.00 Heating UO X160 VOL %� C PAC - Cooling g Hood 3.00 r Ventilation. Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot BI also agree to save, indemnify and keep harmless the County of Buttutte to enter upon the above-mentioned property for inspection purposes. e against all lia ' ities, judgments, costs, and expenses which may in any way accrue agains id County n sequence of the granting of this permit. X 12,,4 Date I Signa ure of Applicant — Ow erRL Contractor EDAgentwork An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ p . on o c co E , j 3 = TOTAL FEE $ HAZ CUA PARK ^- scr+y FLD c PAR PD HD ISS E This permit is hereby issued under sions of the Butte County.Code and/or indicated above for which fees DIRECTOR OF PUBLIC 1 By PERMIT EXPIRES Date12= the applicable.provi- resolutions to do have been paid. WORKS . Date Receipt No. S,11-7-50 WHITE-D.P.W..•YELLOW-ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT r.o. *4 OWNER COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS, - BUI DI G D VISION 7 COUNTY CENTER DRIVE - OROVILLE, ALIFORNIA 95965 - TELEPHONE: 9 6/538-7541 P RMIT APPLICATION DATA SHEET Permit No. No. Proposed Building Use y %Il—w)TAL UIJO-S Bui lding Inspector Date /4 -P 9' At time of permit application, I was advised -the followirig data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 02. All items have been submitted . .................................... Plot plans in duplicate/triplicate, signed by preparer of plans........ Complete plans in duplicate/triplicate, signed ,by preparer of plans .. Complete engineered plans and calcs, with wet sig atur70n n tans .. Hazardous Material Form .... ��fc���LI Z� 6. Energy Design Compliance and supporting documentat ...... . Sta ement of Intent for Non -Heated and AC Buildings ............... 8. Eoineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufact&er's installation instructions .................. •f ..... y+fir...................... . 10. Fees of $ '"- .................... 11. Chico -Urban Area fees paid ................... .................. - 04. 1 . Park fees -paid .................................................... s 6)¢,E/�4� School District fees paid .............. �3 —,ego 1 Sanitation approval from Health Department Z—,:;2 -3-2!V 15. City of Chico plumbing permit.....' ............................... 16. Plot plan and business license approvalikofn City of , ee City for other requirements) 7. lanning approval for (A) Use: (B) Parking:...... Improvements may be required. Contact Land Development Section DPW 7-z��° Szr' tc" �9. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector _(Date) r 21. Contractor's license information (No., Name Style, Classification)264 ... 2. Certificate of Workmans Compensation Insurance .................. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... t11790 24. Recorded copy of Agricultural Acknowledgment Statement ......... J' 2� •:?' 25. Letter of signature a thorizatiol............ . . L�fii��z 27. r r When you issue thepermit process as follows: Mail to owner. Mail to contractor. i� Telephone FIS IDI and hold for pickup at Oft_office. Deliver w/inspector. - Other O Ra Applicant Date Copy of plans .sent Health Dept., Fire Dept., Other Date The following data must be submitted prior tojpe� it _!,Uuan9s;,jCir9le new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor designer owner, was advised of above required data by_phone --<;na _counter by%LL .date Contractor, designer, owner, was advised of above required data by—phone —ma II—co inter by date Plans checked by Date Plans approved by Date Sets of plans on hold in . File cabinet AP folder Copy—DPW TO Building Department FROM: Environmental Health SUBJECT:. Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal .__ Y Water Supply Hold final for Water Supply Final clearance O.R. for: Water Supply Clearance for- bedroom mobile home. Other _ .��� �y� K,`e �- NOTE Sani arian-`r, . Date TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance owner location o -Z-0 AP # Driveway permit O / _l G has been issued for the above property. si ature date .� n a � � 0 � ,.F r¢..,. �....3 az.eP -fie MULTIPLE FAMILY AND COMMERCIAL PLAN.CHECKING GUIDE / 5//8.99 / Bldg. Permit # 7 Z Z � LS / OWNER A.P. # A. GENERAL tel! zoning requirements (sideyards, parking, special.conditions, Planning approval). Valuation. X33:' Signature by R.C.E., Architect or Building Designer. .................. Improvements and drainage -- Land Dev., DPW; City of Chico; City of Biggs. _,-41 Complete plot plan with dimensions, easements, other buildings, and other per- tinent data. See previous permits and plans in file for expired permits, change of use, violations, etc. /" Flood hazard. B. OCCUPANCY REQUIREMENTS 1. Building use 5416 2. Occupancy Class - Z, Type of Construction 3. Building floor area -500D sq. ft. Occupant Load -5�6? 4. Total allowable floor area sq. ft. Basic allowable floor area 0600 sq. ft. Basis for increase 1-5-�' Compliance with occupancy group requirements (Chapters 6-12). ,-6r' Occupancy separations (Sec. 503). V Area separations (Sec..505). Firewalls due to location on property (Sec. 504). .,-9�- Maximum height requirements (Sec. 507). Attic separations (Sec. 3205). ,-kf. Ventilation and special hazards requirements (Chapter 6=12). ,127' Fire extinguishing systems, 20 sq. ft. opening/50 linear ft. (Chapter 38). Fire alarm systems (09 Sections of Chapters 6-12). Mechanical code requirements. (Grease hood w/fire sprinkler system - Chap. 20). Jfl. Health Dept. Plan Review - (1) Restaurant Act; (b) Commercial Pool. /"' Smoke detection system. �1� Fire Dept. Plan Review and/or Fire Marshal Plan Approval. ):E. Electrical Code Requirements (Pools or hazardous occ.) (Art. 680 & 500's). ,,1-9. Physically handicapped.requirements (State Law). C. TYPE OF CONSTRUCTION REQUIREMENTS Fire retardant roof coverings (Sec. 3202). Parapet walls (Sec. 1709). Toilet room floors and walls (Sec. 510). ,J+' Physically handicapped (per State Law). f5' Guardrails (Sec. 1711). Detailed types of construction requirements (Chapters 17-22). Proper roof pitch for roof covering (Chapter 32). _---8- Attic access and ventilation (Sec.' 3205). --9- Roof drainage (Sec. 3207). Skylights (Chapters 34 & 52). X71! Stages and platforms (Chapter 39). Interior wall and ceiling finish (Chapter 42). �3: Fire resistive requirements (Chapter 43). MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING.GUIDE (CONT'D) C. TYPE OF CONSTRUCTION REQUIREMENTS (CONT'D) ,14r.' Wall and ceiling coverings (Chapter 47). ,1� Glass and glazing (Chapter 54). jkr Foam plastics (Sec. 1712). D. STAIRS, EXITS, AND OCCUPANT LOADS Human Impact (Sec. 5406). _--k General Exit Requirements (Sec. 3301 & 02) (Post occ. load, etc.). ,2- Number of exits, width and locations (Sec, 3303). J31 Doors (Sec. 3304). f✓. Corridors and exterior exit balconies (Sec. 3305). Stairways, rise and run, width, winders, and construction (Sec. 3306). Horizontal exit (Sec. 3308). Exit and smokeproof enclosures (Sec. 3309). . _A' Exit signs and illumination (Sec. 3313 & 14). Aisles and seating (Sec. 3315 & 16). ,A' . Exits for occupancy groups A-E (Sec. 3317 - 3321). E. ENGINEERING REGULATIONS, DESIGN, QUALITY, MATERIALS, AND DETAILED REQUIREMENTS i k 5/89 Complete plans sufficient to show how building is proposed to be constructed and to verify conformance with Chapters 23-29. Plans must include plot plan, floor plan, foundation plan, elevations, and complete structural details. /2:' Energy design, talcs, and necessary details (State Law) & compliance statement on plans.' Veneer (Chapter 30) . ,4! Chimneys and fireplaces (Chapter 37). ,51. Plastics (Chapter 52). ,,6— Excavation and grading (Chapter 70). Continuous or Special Inspection (Sec. 306). A: Factory or other certification. - Soils or compaction data. �k0! Noise regulations. Footing reinf. Min. Two #4 bars (cont.). Engineering Calc(s) should include: (a) Roof - Ceiling. (b) Floor - Ceiling. (c) Foundation. (d) Walls -- Large openings? (consider lateral). (e) Lateral: (1) Roof Diaphram. (2) Shear Walls. (3) Anchorage & Tie -Downs. (4) Connections thru-out. (f) Retaining Walls. 1 Complete building material specifications. INC -WO 7-0 FIZ6 410 2 0 g S -Tl-�E hi`L D/lvG /S S f?/Z. /Z. L -77c go ,S ,V67- a,, op 0,-*-- /�Cr�G1c �/�GG Gl/ �v�-r l �0/0 7 l-> GC (,%mss /�E ��.-� / � /�GfICD/�G (T Sp/2g. i�� G/A/E , r, 57-�9 Vri� (6-P7 6w2. Now-KeT'Vew-rlA-t T,w - Air �' •. INEWIT.14 t:1 � Rc-r/is�o uosvllces roT Iq I el 6 X-/ r/ol o � �• � s��� tv, 0 ti. SPAT=E HEATING & COOLING LOAD SUMMARY I . page 12 Q413 Project: CRANDELL RESIDENCE COMPLY 24 4.21 Designer: Original Lincoln Lags Ltd. Building_ F' rmit No Location: Paradise Date: 11/30/19891 c=hecked By Dc t ument at i on : Douglas Fallon Date User # 1808 j SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS ------------------- Peak Hour: Indoor Conditions: Outdoor Conditions: ins: LOAD COMPONENT Wall Conduction Winslow Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction ion Slag Conduction Interior Conduction Infiltration Solar Gain Lighting Equipment Occupants SPACE (LOADS HEATING Jan 1'am 70 F DB 30 F DB Btu/hr 4728 x90:• 586 0 �48 0 0 6463 196 Btu/hr 12' FLOOR COOLING SENS BLE LATENT A g wpm 78 F DB 50 % F'H 99 F DB 67 F WB Btu/hr 170'3 29.45 10/ 0 0 645 ��JJ 0 3393 8034 1021 10'x:1 673 19699 Btu/hr 1.6 tons 13tU/hr -. 0 673 673 Btu/hr 0.1 tans SUP'P'LY AIF: OUAN I T I ES Heating: 6 Btu/hr / 11.10 * (105 F Supply - 65 F TStat)] = 498 �.fm Cooling: '36'3'3 Btu/hr / 11.08 * [ 78 F TStat - 55 F Supply)] = 793 c fm S/�ti� D�-�!c S7e6-T)/l"E or EN6 tL T1 7/0� Cd,UST � STf�C AGOG. DEAD -LOAD RESISTING MOMENT CHECK Mplit'OONL1�16. footing: Dftg 1.50 ftssW� Widthftg= 1.00 ft � U�in�lf✓ 00ov- Lftg 22.00 ft /1 1.00 feet Wf tg X25 p 1 f endload 0 lbs @ ea end apPlIed TOTAL OVERTURNiNG MOMENT rlotf 73750=L*(Dftg}height;+M f tlbs 1.5*Mott plus TOTAL RESISTING MOMENT rltr.= Mr-(Wftg*Lftg"^)/2-(Lftc4endload) SOILS RESULTANT R=R+L 1 tg4Wf tg= 10688 lbs e=(Mott-(Lftg*endload)/R= 6.90 ft Lftg/6= 3.67 ft maximum soil pressure=p=(R/Lftg)-)(-(1+(6*e/Lftq))= (when e<=length/6) maximum soil pressure=p=2R/(3- (L, tg/2-e))= (when eTlength/6) actuals soil pressure=p/widthBASE= Pace ,10625 -'032'19 r r-1b,s 0.00 Of f 1738.05 p 1 f 1738.05 psf QUO QROFESSIp�yq( w�� � � • RTti F�fi rn No. 1041722 P. Cl I ATF OF CAVf��� Edward McLaughlin 99 Alm Bluff Dr. Chico, Ca. 95928 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 With reference to the above subject: " Attached is: PHONE: 916-538-7541 DATE 1-11-90 _ RE: Building Permit #4221-89 A.P. # 40-20-85 Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER Ly We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in , including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. — Sanitation approval from Butte County Health Department at: XX 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. architect. xx/ OTHER Durham School District Fees See Attached List Should you have any questions concerning the above, please contact John Henry of this office. (between 3 & Spm) Yours very truly, William Cheff Director of Public Works Z;J.F. Glander JFG/aj . Chief Building Inspector N r. Provide the following information, per previous plan check request: Provide code analysis which classifies use and occupancy of each portion of the building per UBC Chap. 5 Notify truss designer to resubmit floor trusses with correct L.D.F. S4PsFG� Obtain approved parking plan. Comply with drainage and driveway requirements of land division. .,45-0000 Provide restroom facilities which comply with Sec. 511.1 of Title 24. of Footing design is to be based upon Varco-Pruden 1 ads. See Varco= Pruden calcs. for foundation loads. 7. Clarify the following items on plans: ,00-Av.r Revise all indications of residential occupancy. '0iI' Remove note regarding heating. ,,,C��Clarify construction of common wall between wood frame and steel building. Coordinate wood frame building with steel building. / Provide sufficient footing at common wall. Provide 15" wide footing at two story building per UBC 2907 or provide engineering. ArrEP 0A ) �A,--' IOLIAA%5 K OA/ 3 e�lra , � - J/0 W! N Edward iclaughlin 99 Alm Bluff Dr. Chico, CA 95928 Dear Mr. Arc:Laughlin: COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 fF/2siC�rTE/ZJ With reference to the above subject: PHONE: 916-538-7541 DATE TU-rpmher .2(- , RE: Building -Permit application #4221-89 . A.P. # 40-20-85 L1 Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of -Codes, Enforced OTHER L_X)(XWe need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption.statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and talcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section�(DPW). sets of plans in accordance with the changes marked in red. X.`X Sanitation approval from Butte County Health Department at: Yyx 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, .Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. OTHER Durham School District Fees SEE ATTACHED LIST: Should you have any questions concerning the above, please contact John Henry of this office. JFG/aj Yours very truly, William Cheff Director of Public Works J.F. Glander \ %Chief Building Inspector r 0 Provide the following information: erovide code analysis which classifies the use and occupancy of each building portion per U.B.C. Chapter 5. Truss designer to revise 1.33 at floor trusses. Provide energy design per C.E.0 requirements or certificate of non -heat signed by owner. �Obtain approved parking plan from the Planning Department. Contact the Land Development for drainage requirements. Building is to be hand'a accessible and have handicap restroom facilities. / 4 utside stair is to com ly w' ; C. 3306 for non-residential occupancy. / 07-61- " / Footing design is to be based upon steel building reactions. )AW E 9s) Foundation design is incomplete. (See general note 2 of /s/f 9v drawing --1 of 7 of Varco-Pruden Plans). Footings are to be designed for lateral thrust, bearing, and uplift with appropriate reductions for bolt gage per U.B.C. Chapter 26. noxc- I/%// fo John Henry rA COUNTY OF BUTTE 7 County Center Gene Camp 99 Alm Bluff Dr. Chico, CA 95928 With reference to the above subject: Attached is: OTHER DEPARTMENT OF PUBLIC WORKS Drive, Oroville, CA 95965 PHONE: 916-538-7541 Application for permit Building Plans Engr. Calcs Owner -Builder Verification Form DATE 12/18/89 RES Building Perm t..Application #4221-899 A. P. # 40-20-85 Mobilehome Utilities Installation Sheet. Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced I We need the following information: Permit application signed and completed•where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation -Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. R Plot plans in tri ilrnta Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval.from Butte.County Health Department at: 196 Memorial Way,' Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise X Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Use Permit for living, unit in M-1 7nna_ Completed Owner -Builder Verification form. Recorded copy of deed -showing Recorded copy of agricultural acknowledgement statement.. L1 OTHER J Should you have any questions concerning -the above, please.contact of this office. cc: Planning Department JFG/aj Yours very truly, William Cheff' Director of Public Works ./"c? . F . Glander ZChief Building Inspector -� COUNTY OF BUTTE - Depa"rt_ment of Public Works •7 County.Center Drive, Orovil,le, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has' been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) ES 2. I /have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address 1 1,City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner C- • VAS Social Security Number �-( Date I— _? I - QO NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831.and 19832 of the California Health and Safety Code. This verification must be completed and.returned to our office before we are per- mitted to issue the permit. 9h�turu to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. :89-SQ831 The property described herein is adjacent 1 to land or included within an area zoned i 89-050837 Rec Fee 5.00 for agricultural purposes, and residents I Check 5.00 of this property may be subject to incon- I Recorded �- veniences or discomfort arising from the I Official Records use of agricultural chemicals, including, Ii County of ., but not limited to herbicides, pesticides, Butte PARTY SHOWN and fertilizers; and from the pursuit Candace J. Grubbs of agricultural operations including, Recorder but not limited to cultivation, plowing, 11:36am 22 -Dec -89 BG i spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: '9 1945 � Beginning at the, Northwest corner of land described in Deed dated .June , l, to .R. C. Goodspeed, Jr., recorded from Central Pacific Railway Company, et a September 11, 1946 In -Book 388, Page 127, Official Rscords.of said.County, said corner being located in the East line of Market Street of the Town of Durham; thence North 16' OS' West, along said East line, being coincident with the West orth line of land described in above mentioned "Decree"' 190.00'feet; thence.N 76° SS' East 71.29 feet to the East line of land described in said "Decree"; thence South 16" 03' East 190.00 feet to the Northeast corner of land described in said Deed dated escribedein9last4saidthence Deed,South 71.297feets1 West. along to the point -of beginning., i North line of land descrbeginning., Date: December 20, 1989 PROPERTY OWNERS: r On this the 20th da of December 1989 ;?before me, State of Calif. ) Y - , SS. the undersigned Notary Public, personally appeared f-; County of ) Gene F Camp and Edward C McLaughlin---------- - QPersonally known to me. [] Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) are subscribed to the within instrument and acknowledged that they executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand andel seal. o-20 ■ s■■■■■■■■■e■s�e■■■■■■e■■ ■ 0. KOEMG ■ w NOTARY PUBLIC -CALIFORNIA ■ ButteCounry Notaryy Pub is Present A.P. No.: ssionExpires June 30,1992 N END OF DO tiU T x t� G7 p u cc CO N p a � a 4 0W � O i 4� t BUTTE COUNTY'SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. .Number Building Department No. School District j��/,�/,Q,,/f City County © Jurisdiction Property Owner G(f--:'NE. C7l M )0 Project Location/Address IDGIOAY Subdivision Lot Number Residential Development: �r ® Sq. Footage.' I # of Living MHI. Addition (Group•R) Units Commercial/Industriai: h� 0 Sq. Footage New- Addition _(Including Exterior ' Roofed Areas) Building Department Representative, Date (Floor Plans reviewed.by School District Personnel) District -Id No. -sz School District certifies that (App'licant Name) (Phone Number) 'A 79uldl All I 93��' %%7,l /YiiJa U �99 �/� .f�/�,� �Jr • �'�iZi�,� 9s �a��f (Street Address) /' �i c rhfrr, 61f (City) (State) (Zip Code) has complied with the requirements of Resolution No. by the payment of$�/-'n�,�n representing _g-DOO square feet. Cil n.1-.fc� Scholl District Representative, Date PAID BY CHECK NO. /'%% BANK' NO 9e- .4,Pg1 Ao w PAID BY CASH REMARKS: white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) "fo- zo p Building Permit=Z HAZARDOUS MAT,...RIAL SURVEY (A Building Permit Cannot Be Approved Without This Completed Form) Business Name a,!2� w ��� Phone *Fs: 3 S-0 8. Mailing Address:_ S� 44 A, _ , (street) (city C-11 / r< (state) zip) Facility Address: Mit j W of (� (street) ID u rk 6", c- a/, (city) (state) (zip) Contact Person:" E F Phone Nature of Business 5 y et , P ¢ W Ct Be Specific Question I1: Does/will your business or that of your future tenants handle, store, or transport acutely hazardous material? Yes No Note: Acutely hazardous material shall include but not limited to the following: Flammables, combustables, corrosion, radioactive, oxidizing, toxic, poisonous gasses, reactive, unstable, hypergolic, pyrophoric, any substance or mixture of substance which is an irritant, strong sensitizer. Question #2: Do you or will your future tenants handle, store, or trans port 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature or pressure) of product or formulation containing hazardous material? Yes Nom Question.y3: Is your business located within 1000 feet of a school? Yes N0_4 If your answer to all of the questions above is no, you need proceed no. further. If your answer. s yes to any of the questions above, you must comply with the applicable regulations of sections 25505, 25533, and 25534 of the State of .California Health and Safety Code and the requirements for a permit for construction or modification from Air Pollution prior to issuance of a Certificate of Occupancy. Owner/Authorized Rep_ ,,E, r. 611?M Date If your answer to Question 'l or 2 is yes or if you have any questions concerning this survey, please contact the Butte County Health Department at R7 County Center Drive, Oroville, (916)538-7281 and Butte County Air Pollution at 9287 Midway, Suite 2D, Durham, (916)891-2882. (Health & Safety Code Sections Attached) (Health Department & Air Pollution Handouts Attached) cc: Butte County Health Department California Division of Forestry - Butte County Air Pollution Dept. 7-1-89 6 6 E i �! ^m � m > onu. C� C? �y i"-" = i 7ao•� oQ'w ��> � a. •> 9.. �p QI�> �� 3 E'�.. 5 3P GAG°ctl F' o g. ,li '-«' Ga F;� wr oa �]r7g; �� p s> 5 c ^5�_ e $r 7 �n 'Q a / '�•enac "i?C �:�q�+' �n �: o c N '`�7� a na^ E 2 tda� 3 Sr8 3 pi 6 =3 ESQ G Q. .°. .o. G 7 K�!io Sz F r 6°coj w;a; gwSJ. 3S Q'� � C (ic E � l.cgg �I=aao�� '� F� �`: F � oae�'�; � C'�'� �r e'�'d.�.". �'7 ^•. n ',7^.7 �:3 .qqw>7� i6 7 '^ � ''Ci 3 :� ] �i3 °�R�6 ^'� �Fi a _ �", 6 K w �..1 g0 � � 5cN ^a• qo 'oma 33 �1a°�. � y �; C;aw i �� a o �r � Y� 7�a� �7a ]n •°a o m Zf � �3•°� .o. iF' F�. ° ? a?o Y`.a7a E 1^ ^ wr o_ ^� 9 bni2G P � u 3 f j Gn r, w L, S• or �� r 2s •nff a� �� e g '��aP53 ^O .. �a - 3 07� ); 77 /C �3f3^^S� s �. , n• i c 3 o a a 7 i n w° N c c o o. 3 n -" p^ a G n a a $ S i a 3^ '-�E:- ° w a g 3 a a'R i 33 w V y i 5• 6 alma f. �. -M ^w•< ; ai j�c5^-n a C ry r aw — - 83 n an 77 j• r r a • �a S i •'aa o..—' at'O Ls a r ar r• Q 33. r as 66 dG a6 a n 6 6 c �'� 2 as N F Qi Ac �o5��g� r Case. ^w X0'1' 6 gge Q,56 +aj ? F• i �? �7_� zC $mac Sva'a =�3 m• ' 1e ° a "d1 &' o Q �3 °QW 3 _ M w ?.�° •y �03 �� A c a ,17 r.' "a c �' a° TQ3 q o. 9 dS 3R S o• 3 n �r.-.S aw '�. ''4 g a Oga e ni:1;a a o� E �; aa�,. F 3 6v°a Q••v_� K+�r. a• aos 3a o>9=- 2 0 a' 33 'nw _ q�q -' C i'c "'o'C � ^S� o ��7 �o G 2..q ;'4 ai�' C•$7• ,^j•w >�''� �� �. �jf.=� ^^�� °< ���oSS^ 0 6 , S 3 ' i' ; � � � � 6 � a 5 2 S � �� �''a a 't o •° ^!, c ^ ; '7 a w' ^ p � � p � i � ,c w a 'G 1wJ ash Ro a e g, Y Q as Y' ��Sa a a ,_ ]G FO • aa ^ 9 sv�. "S.+ waiwa � 3 a ��.� C a" ���� pp,c aS �p� ar.� r°°g R� � �; B � ? 0�2�- as ° c"'as. .s�;� ��•' �';�.�� 6 IL t4 rC_ C � � 6 �" a 3 °� % ��• to � � 6i��n••T � � Goo'i �aF�ii '� ciar i� !1M v 6 sz • �a-�c opw as 5 I_/�cg � a a SE •s. .41 ' b V1 w �J O � � A a � � I> 5 L • Y � � ' • A °' � a ° r � w a r � i br � �aa T•va 6a. �r iaC• r— ��= � .,�; �"r i ^ G c •i E i riwlor G .e �C•�6I� �: 9C r:t�s 7 a^Y' 2w'C C'a 6=" a S3 a ooa,o• Fc7( i I� Cj' Cv Gr2 3 i ^ 7 ' � y � � 'q �Q s •C,. �• � aQ a iCyj a a A �7 0.•+ ^ s N _ O ^ C • RR F ¢Sag s a ;��� Y �i4.6q�^�3I.oS 6 g gg a N cry 0 z N N LA Ln Q Ul N Ln w w N Ln Ln LA) A Y' Aj. 4� gyp ^ z0 - �- �-- NON-RESIDENTIAL BUILDINGS ENERGY CONSERVATION STANDARDS Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings I, owner of the building to be constructed as a (please print) IS Leg- 22 J 6 Cr'_ ,P underY�L 2 / — 8' � at �-�� � l�'It<—I #J (bldg.permit no.) (location) A4 v4011— 4 ° -r , hereby certify that I . do not intend to htat or cool this building in such a manner as to be subject to - other than the mandatory sections of the State Energy Requirements. I understand that if I do heat or cool this building in the future, that I will be subject to the energy requirements in effect at that time. I understand that if I change the use or occupancy of this building in the future, that I will be subject to the energy requirements in effect at that time for that specific occupancy. I also understand that if I become subject to the energy requirements in the future, it may be necessary to redesign and/or alter (1) the building envelope, (2) the insulation requirements of the heating, ventilating, and air conditioning systems, (3) the heating, ventilating, and air conditioning equipment, (4) the service water heating, and (5) the lighting of the building to comply with the regulations. I understand that any of the above changes will require me to obtain the necessary permits, inspections, and. approvals from the Butte County Building Department. Signature of Building Owner 10, Mailing Address 9 9, `rte Telephone No.$'Q9 ^3 Sr SEP 29 '00 04:27 LONGFELLOI-LBR. « r, 0 4 P.2 s` � r i 30T CHORD 2X4 FIR LARCH i1 WEBS 2X4 FLA -LARCH STAWARD USE SAKE OESIGN FOR ONE -PLY COMMON HIP TRUSSES @24-O.C. EXTEND TOP CHCM TO HIP RAFTER AND SLIPPORT EVERY FOUR FEET. LATERALLY V3RACE FLAT TOP CHORD WITH 2x4 #3 OR BETTER HEN -FIR @24' O.C. WITH 2-ib6 NAILS AND 2X4 DEA€ 01MAL BRACE PER 8Ni-76 FIGURE 60 St1PPORT HIP RAFTER WITH CRIPPLE EVERY TWO TRUSSES (68"l. CONVENTIONAL FRAMING IS N VT THE RESPONSIBILITY OF THE TRUSS OESIGKER. PLATE MA"JFACTURER, HOA TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL PROFESSIONAL ENGINEER REGA9BING CONVENTIONAL FP.AMING, CONNECTOR PLATES MIST BE INSTALLFO IN ACCORDANCE WITH REGUfREMENTS OF I.C.S.O. RESEARCH €IFPORT #2949.. ALL PLATES ARE To BE CENTERED ON THE JOINT, LSF TO RIG�4T AND TOP TO BOTTOK EXCEPT WHEN LOCATED BY CIRCLE -OR DIMENSION - SEE DRkWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. Rote: 734 R3 hew -fix or better oaatim=s laterat bvttaaa cbord bractaoqq (1721 O.C. sax. required. Attack w%2 -16d trails. Sractog is not required if.a rigid caeLliW is attached directly W bottom chard- Scactaq material to be.supplied and attached at both ends to a suitable, support by erection eomtracter. 5X6 3X6 12 i 5.0G� AX 4 . a 3X4 5X6 7--11-4 LS -4-4 TC X -LOC L -R: 0.29 7.21 12.61 10,02 24.94 BC X -LOC L -R: 0.29 7.4-0 12.61 17.79 24.94 2 COMPLETE TRUSSES PEWNED E_ _ FASTEN TOGETHER WITH : I6D NAILS TOP CH ------------------ 16" D.C. WEBS ----_-_ .__—____-- 4" C.C. STAGGERED BOT CH ------------------ 16" O.C. 01 HEP DESIGNED TO SUPPORT 7-11-04 JACKS WITH NO WEBS, SINGLE Cul WEE 9-2 ENDS: i. a 5 TOP CHORD SHALL BE LATERALLY BRACED WITH PRODERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24' D.C. ALL NAILS SPECIFIED APE C049E3N WIRE NAILS. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS TABLE 8.16. -2-12 OVER 2 SUPPORTS X6 5.40 4X4 3X4 13-11-4 2-4-0 pa C0305 Esq 6,3M a n C N D A Rl V a 40 1 (d j JA 4� 0 L? R=49 E'li= 3 50' R-1930# -W- 3.54' OCT. T)rP.-ALPIW SEGN-- 10742 IRMISH A COPY OF TWS l�I� Tp SECTICiN CUNTMCIOR REV 15.2.5 SCALE = 0.2500 c� c► C: a oERP0RTANT,%x a.aW acv�� f"MC s 1W. awe -oT s.mmaswfew vm"ea iEwsF tx4voc cam ARNING to ww� mz sa=rm sere DESLU">t{ CRIT: UBC AEF 8427-'-50811 TC LL_ 16.0 PSF OATS 12101/89 1 nM � SWCO 7 A"Vi d m ,at al<rtarI f WMEM.SK an -Js'. tMCM woa Ta OM pt am &W 4!AX.OE 10 gW tC' TE TUM la C ' <XWVWrlr 710 R 1LQG-.WV - SW.y wP /aWWMAL sROMAL TC DL #.0.0 PSF DAWG CAUM4Q7 so33'.l02�04cr~ At2c� UAWY �faaull0 Y99W ere M SUINE "M 70 � Qft_vM X0 SIM- Air. atl M 6&WU*sr" a case "IS ass= a. ill[: CESM 46W C wva LEAD. VgLm ILCVQW x yaw TW alae sws. ere ueli "%' WALED CA 8C lL. 5.0 PSF CA -EM XpNWFCl0M 10 NO"0�s ai GA&P.QDR AMC9rASE W" fV4lVM% aWAMEOwawasUrAnglra TOT.Ltl. 3f_P5F q/J� €EtI. z�2–:2El M annuli art a- sauna V&fss �m !Hm- CGW'Wf aTTM Xw"CAXI mm"OOl6 4W 1 Orm aeras lum algia 4 CM of vWMST/MMM a5 srerwm W �,9[ni ap apr 1@ 1'145. .�rJ PiTi l ,t1I12 C=A ' c� o_� gm scn. rtGIM nrH fVE WIMOW l vwm 1.~R.AUR.FAC. SETBACK 7-11 � TYPE TIPS— _ MM MAGE EWTIA IL NM - .41m.0 tw mm ssu"M m fm rmo =Wmaxna 77 TOP CfIORD 2X4 FIR-'LAHL" #1 BOT ClJDR0 2X4 FIR-LAROH iii WEBS 2X4 FIf -LARCH STANCAM EAS�SflTAAT2E WITH RWIREMENTSOFIB-. INSTALLED CH FtEPO#949- ALL PLATES ARE TO HE CENTERED ON THE JOINT. LEFT TO A16HT AND TOP TO BOTTOM. EXCEPT WHEN LOCATEC BY CIRCLE OR DiiENSION. SEE CRAV41NG 130 FOR 'PLATE OCATICNS ON TYPICAL JOINTS." NOTE 2X4 93 »M-F€R OR BETTER CONTINUOUS LATERAL 801YOM CHORD GRACING @ 72' MAX. O.C. REQUIRED. ATTACH WITH 2-t6d VAILS. BRACING IS NOT REOU].RED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. $f7ACLNS MATERIAL TO BE SUPPLIED AND ATTACW0 AT BOTH ENDS TO A SUITABLE S34"RT BY ERECTION CONTRACTOR. IX3 .5x4 4X4 2.5X4 3X4 TC X -LOC L --A. 0.29 6.63 12.6L 16.60 24.94 BC X -LOC L -Ft 0.29 9.29 15.94 24.94 SINGLE CUT WEB A -TC' 1. 4 (U) BOTTOM CHUM CHECXED FOR 10 PSF LIVE L10A0. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY COKINECTEO PURLINS SPACED AT A MAXIMUM OF 24' O.C. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NM TABLE &.iB. 2-5X4 iX3 5.00 2.5x4 2-0-0: e"5-2-12 OVER 2 SUPPORTS— U R�7&6 Ifa 3.50• P --876i w- 3.50' PLY. TYP.-ALPINE SEAN-- 63343 FURNISH A COPYOF THIS DESIGN TO ERECTION CONTRAL OR REV 15.2.5 SCALE = 0.2500 �.or wj"oEFUS pa� ARNIl laEslsPl tTiIT: UBC A427--�5�7fi1 o t= c3 o c� o Ti�ORTAHTfE�E «� nH s TC LL 16.0 PW TE 12101199 E+erar�pt rsor , srs�soataar as ,rt, �uroWt HWncnrs.sm ,wc-rte_ rwm mum o, sew FAaAw O sma ctc � ar ��' am �a�•�•+4"�TC 'cla 'w R rras �v aw aooaaa�w recrantr� lx.1a.D P5F MG t.+�r�w� e�F;ans am nE s Isom Sao- sr ro CwcF awci® saw +Err cos uacss af.�nse CA 9C oL (U) 5.0 € rF CA—Ef691 A,2 M �r W= QMZ 00M O air µHQ WAX a4dMl iP flap lfl� � 1.117Br¢lYSq�UEa A7rlYevrcraos is Hary Watts N !][71 eetra A'4 t4rave n M HnpBll7 artaOEt-RMrOm 9rae>tur.TfiT.Lfl. 31 .0 P5F O!A LEN. 2rJ-2`Zw.oats 4m trs im r• w w"M& W&e= omwNwse SHOW. 'OWTatorso.crnifl $,UHM� a ONA nen matrcurc wmdsse S as Vf+eHREA CK asses. toTOT usEerrsros €AG. 1.25 PITH 5.4 12aFSKi G'_J O ra a s .srt Ocsrarsrae e[ay Fgr taEarep tnHeta.SpAi.I?d6 .- "[ TRM RRAF M-rltm too - 1�{rtoolL W90e VWLF=T3C t MR Hao! OOHi111X'r[On 24.0` T YF� CONN!=1 TOP CHORD 2X4 FIR -LARNE #i 801 CHORD 2X4 FIR-LAiirM iii WEBS 2X4 FIR-LARLli STANDARD COt&i ECTOR PLATES MUST BE INSTALLF-0 LH ACCORDANCE WITH REQUIREMENTS OF I.C.8.0. RESEARCH; i7EPORT 02949. ALL PLATES ARE To BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP TO SOTTOW EXCEPT WHEN LOCATED BV CIRCLE OR OINENSION. SEE DRAWING 1.30 FOR `PLATE LOCAT I ONS ON TYPICAL JOINTS." TOP CHORD SHALL BE LATERALLY BRACED WITa PROPERLY CONNECTED PURLINS SPACED AT A MAXr-KJH 0= 24- O.C. NOTE: 2X4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM C.7- po BR&CENG @ 72" MAX. D.C. REOUTRED. ATTACK WITH 2-16d NAILS. $RACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD- WACIW MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH EW)S .O A SUITAM-E SUPPORT BY ERECTION CONnIACT01R . Secial bandling rate should be takdw during shipping and erection o irassEs. See wwam1W note belaw. 3x6 k a 4X5 1.5x4 i 5 .tiD 2.5X4 5x6 TC X -LOC L -Ft 0.29 7.10 13.55 20.00 26.45 32.50 39.71 SC X -LOC L -O` 0.29 9.14 16-13 23.87 30.66 39.71 SINGLE CUT WE8 *-TC: -. 8 , JU) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. ALL TOP CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE rO BE LOCATED AT APPROXIMATELY 114 OF PANEL LENGTH FROM PALL POINT WITHIN 12"i AND SHOULD MOT OCCUP IN PANELS NEXT TO A PANEL POINT SPLI-rE. CO", ECTOR PLATES OESEGNEO FOR GREEN LUMBER PER W)S TABLE 8.0. 3X4 3X4 4X6 AX6 20--�--ouzo-G-o v--0 OVER 2 "WannTS PLY. TTP.-ALPIW E:EON-- 53358 FURNISH A COPY OF TMS DE:S11M TO ERECTIC C=? c3 v r� r� KlE jHPWT'MT iF* a 1o� �ao� sW ARNING w►ct�� akAyWW ria rb d n ca altarsLvl F{a� .� w6r F n"�,i I swle�_� wr[-�.. �e .non «este o C= Lm t7 ales m m� m aW "xam m� Tn mKaam" wo c�oroaerms .n�a . sm C= C O C w" na bMi3.pv VrAm" D www a B/lam:NLS DE`liAl FM »e FOOL sI(T!� FWMA- -OC3 © $W OR"0�F Flea R [WtOW iR2FD L�mEwr � LO301lBBRi. MLVM � C CM onerssE WOW MUM M�ft c* x91M AW WSCOL rw [eneM 'JWL � tiFi011iii e1FFlYb 0 i t•� M'wLa ePLB[O6 W H![Y NST 1i E/Or PR 11A I�VI1N fwaw- m .1tt1P60 �41�Kr! 9RM:11P1; �� SOOM_ $Won MiMM 119 1' U0MWk TLE$ ORE0= eW%W 000 Vft ft= C U.LyC UA GPA"M TmmUm= STAmaimm cowaam XVw a1MMANA M17S10as SMCLFM Ur awam Iq LpT tw V%w -down lows 0". ESeQT WIPO FVE OETAMM[ V"TID U 091M. 4 C:3 C:3 Q a-•T!L - FOSS MATE L"V9 Ri R An - W. ww4, wmm Stl[w=Afm FUM sew M "Iftimaw 1.5X4 2.5X4 1 `y a moo. t�3093 R, ��f.x rely R" 1222,1 W- 3.50' ACTOR REV 15.2.5 Srj (DESIGN CRIT: UBC TC LL 16.0 PSF DA -M TC UL 10.0 asF oM CA oc OL W) 5.0 P5F CA -E ca eE33o» TOT -LD. 31 . 0 P$F 07A LE W — 40 - OUR. -AC. 1.25 PITCH 5. SPACING 24.7', TYPE COW )-0 30T &H Z 2%6 FIR -LARCH tt IEBS 2X4 FIA -LARCH STANDARD JSE S[l4E DESIGN FOP. ONE -PLY COmmON HIP TRUSSES 024'0.C. EXTEND TGp C-13RO TR HIP RAFTER AND SWPORT EVERY FDLJF_ FEET. LATERALLY BRACE FL4T TCAP CFIORC- WITH 2X4 ?3 OR BETTER HEN -FIR @24' O.C. WITH 2-I60 NAILS AND 21X4 DIAGONAL BRACE FEET OWr-76 FISCRE 6 116T SUppoRT HIP RAFTER WITH CRIPPLE EVERY TWO TRUSSES (6001 . CONvpfTIONAL FRA$41W IS NOT THE RESPONSIBILITY OF TF7`E TE tb-S OESI(3 ETT. PLATE NAN.0FACVJRER, NOR T€tUSS FAUPICATOR. PERSONS ERECTING TRl.ESSES ARE Cfl moNE0 TO SEER ADVICE BY LOCAL P€ UFEESIONAL El�*IMEER REGARDING CY3i3VFfi1TI0NAL FRAMING. C4t4NECTOR PLATES MUST BE INSTALLED IN ACCORDANCE W TH fiE.OUIT£1 � i€ S OF i . C _ B . 0 - RESEARCH REPORT 020-49. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT Ati`0 TOP TO BOT:OK. FY.CEPT *-EN LOCATED BY CIPCLE OR OIME_RSION. SEE DRAWING t30 FOR 'PLATE '_13CATIONS ON TYPICAL. JOINTS.* TOP CHORD SHALL BE ATERALLY BRACCO; WITH PR13PERLY COMECTED s FURL_WS SPACER AT A MAXI"OF 24- O.C. I iTote .14 03 tew-fir or better continuous lateral bottON cbard bract @12"ia KiO.cid�ceilrequired. i giis attacAed directly oibottvaa cb+loorrd.Hrac crdtetTa� to be supplied and attached at both ends to a suitable support by election clmtractor. All nails specified are cooman wire Qalls. Connc,tor plates dmigmed for green lumber Per WDS Table 8_18. S 1 baddling care sbould be tatm @uriaq shipping amd erection of trusses_ Sc'e "warrdng- Wte 5X$ otos. 5X6 4X4 5X8 -3XI0 5. me 2=0 5X6 4X4 1� 3X4 s 1.9-5xW 7- L 1-4 1 24- 1-8 R -i2260 M= 3-50' TC X -•LOC L -R: 0.29 7.21 11.45 15.73 20.00 24-27 29.55 32.72 39.74 D BC X -LOC L -ET: 0.29 7.44 117_45 1.5.73 20.00 24.27 26.55 TG LL IS . 0 PSF TC £]L 10.0 PSF BC OL 5.0 TOT.LD. 31 .0 PSFLEti_ 32.56 39.71 117 V. T 2 COMPLETE TRUSSES REOUTAEC L F===:5 ri FASTEN TOGETHER WITH 160 MAILS TOP CH ------------------ 16' O.C. I WEBS -_--------- __---- 4.' O.C- SIAGSEPEO B01' CH -------------------- 15" O.C_ til NOTE: tIl Alt' DIA. THRU SOLT MAY HE SUBSTIruTEG W FOR (2) - t6D NAILS -IN BOTTOM CHORD ONLY. (31 #1 HIP O S IGNED JO SWPall 7 -11-t-4 JACKS WITH NO WEBS. u 14 SINGLE CUT WEB C:AHSER 1/2" AT fi OS'PAN BETWEEN BEARINGS. ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCAI£D AT APPROXIMATELY 114 OF PANEL LENGTH FROM PANEL. POINT (WIIHI*4 12') A,-10 SHOULD NOT OCCUR IN PANELS NEXT TO A PAt4~L POINT SPLICE. 4X4 5X6_ 6X8 3X11 5.00 1 5X4 3X4 OS 4X4 5X6 #S 1B' 5x to -0 OVER 2 SUPPOR o v a a o A� IE31+ ORTANQT4*smkx+otaE t rae�•w WARNING ��w. am=iia p p O til QVCAII�M WOO VM WW2s Uti�6 OP Wt \E71ACC41 71M W41CPS SM 1ti-7i : ONVOM 1= MOMS q Cj. G7 C= MRS CMW a An sAMAW t0 E00a0 TME MAS 17 � WAIMU < MMS ABW�a�161tIrsG �1Ptl >llT. Ca C1 t= O tif7r 11! *wa1wT S� omw es"N' 61 TPI ALFm Offs =01 FLY: Ammomt1t. 7Pt111 fmo- C7- l� O O lEF MI1a1iAC1QED p01 a0 GAIi� i4.MK[� StF>t}- 7k@C 11Ba1 itMQ'A. i M. `� .i , Pi G! oToffoo ` 3owi WE F" NeWPOPEMS of a5M 440 s� A- -90W 6W 04M 9FLL ee C ATEA"I a1AM-0 `,� AFLI'OSnECl06 10 EOM FAL$ AC F.A1it .plAl as t.00A rJ7N fKfEli.y A1Ca6� 1�.1'IAEO 51Fjt1tj/aq c� �, 90tl. OrAme ■mna AIS 4' 1ss1M+L W)WO S%wmm 9AEna 001701 ntilu 1ffM +ural CrILlrc 011 sa1r�11 _ s�'um smdMAWL OmFSr� W014 4*k3L XL t�NIS7L6 l�L ` o -1m M ZMC5N 00 W01 tM 1715 hms "C OV C ocn . F hrn11mI1At6_ 4 saki E.E +Fu' L oiu M t8M ■[ M FW 4XIAaGI11 TW1 V tD tUGM C= p Q C i d L7 s -M - •!8C RAZE nGT91 1E. PW . b0S0r6_ P --AOA VNE". CA" M FW Wa= came-mWtt41 CA 7-11-4 R-3ti4i M- 3.50' FEV 15.2.5 SCALE c O, 1DES1rA CRIT: UBC R427- TG LL IS . 0 PSF TC £]L 10.0 PSF BC OL 5.0 TOT.LD. 31 .0 PSFLEti_ 12/0 CA SPA27 r7O/A 40 Ow.FbC. J.25 PITCH 5 SETOACK 7' 11' TYPE CIPS ,Co m 0 N t U1 t MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift. 4th Lift 5th Lift 6th Lift FIRE WALLS Occu anc . Area Pro ert Gypsum Board 1st Layer 2nd Layer Walls -Ceilings �-s-`�i -�.,g, F3�(•�-s are A-3�5 T��.� 6'i aleS a� I.XDD ,par+ CO MERCIAL 0;20-0rDt 1-126-52=90B. F.1.0 CHAMBERS CABLE 1 9348;Midway;:Durham Contr: North Valley,Ready Mix (microwave -tower) r 1 K J JOB FINALE Signature )CERTIFICAI Signature! V=OK O = Not OK - = Not Applicable Not Ready CO M M E RC ML = Date UN RFLOOR Plans OK except #'s Zoning -Setbacks -Easements -Flood -Slope -Soil Report 2. Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. inso.-Loc. 5. Stemwalls, Main; Steel-Blockouts-Wrapped einf. Steel Grade -Place e t L4 16 8. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Why -6/0 -sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 S Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Hand icap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation _ 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. F(.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing-Su000rt Fix. Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58, Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing (NOTE: An entry must be made each time you visit the job site) Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic ❑ Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door-Draina e & Wood -Earth Clearance Looked under Floor Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Pibg.-Appliance- Fireplace. -Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates _ 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of OCCUDancv (NOTE: An entry must be made each time you visit the job site) r COUNTY OF BUTTE i r DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 t. 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWN ..5a -9d 'ERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. A, ..1 Date a..(Va16_ Inspector ..r_ �� ��.-.� ++�.+s=:Y�•"+.+.'ug-'"� i '=�-i•►"s-n'<+^�i_r..r n:+..^.".+r'ryr—y....--.....^.ter-..c•w...--r.��.+-!"-ti.,�-. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — PhQne: 891-2751 - , 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE �-Xs 2 OWNER PERMIT NO. A routine, ee on indicates that the following violations of County Ordinance existtnV)(�,� ove address and should be corrected. Please notify this office when ction of work is completed. If you have any question pertaining to this atte or need additional explanation, please contact this office immediately. � t,-.o� �f ly— Q -- 3 2 lil 32,S' Date ( !<J Inspector - i2- Low or Medium Carbon Steel, SAE- Low or Medium Carbon Steel, Up to 3/8" • 85,000 120,000 Grade 5.1 Quenched and Tempered screw •inc. with assembled lock washer ASTM -A 354 Low Alloy Steel, Quenched and Up to 21/2"' 80,000 105,000 Over 21/2" to 4" 75;000 100,000 GRADE MARKINGS FOR STEEL BOLTS AND SCREWS' r- :a ASTM -A 354 Low Alloy Steel, Quenched and Physical Properties Tempered SAE -Grade 7 Tensile Up to 11/2" 105,000 133,000 Threaded after heat treatment i; SAE- Grade 8 Medium Carbon Alloy Steel, Bolt and -Screw Proof Strength Quenched and Tempered ' Grade Marking Specification Material Size(in.) Load (psi) Min. (psi) A SAE-Grade O Steel Up to 11/2" - - Over 21/2" to 4" 105,000 140,000 SAE -Grade 1 Low Carbon Steel Up to 1'/2" - 55,000 ASTM -A 307 Low Carbon Steel All Sizes - 55,000 _ SAE -Grade 2 Low Carbon Steel up to 1/2" Over 1/2" to 3/4" 55,000 52,000 69,000 64,000 • Over 3/4" to 11/2" 28,000 55,000 SAE- Grade 3 Medium Carbon Steel, Cold Up to 1/2 85,000 Over 1/2" to 5/8" 80,000 110,000 100,000 / Worked Up to 3/4" 85,000 120,000S' SAE -Grade 5 Over 3/4" to 1" 78,000 115,000 Medium Carbon, Steel, Quenched & Tempered Up to 3/4" 85,000 120,000 ASTM -A 449 Over 1" to 11/2" 74,000 105,000 Over 11/2" to 3" 55,000 90,000 Medium Carbon Steel, Quenched 1/2", 5/e",'/4" '/e", 85,000 78,000 120,000 115,000 .. \ ASTM -A 325 ' A2,Z� and Tempered 1" 11/e" to 11/2" 74,000 105,000 - i2- Low or Medium Carbon Steel, SAE- Low or Medium Carbon Steel, Up to 3/8" • 85,000 120,000 Grade 5.1 Quenched and Tempered screw •inc. with assembled lock washer ASTM -A 354 Low Alloy Steel, Quenched and Up to 21/2"' 80,000 105,000 Over 21/2" to 4" 75;000 100,000 Grade BB Tempered ASTM -A 354 Low Alloy Steel, Quenched and Up to 21/2" 105,000 125,000 Over 21/2" to 4" 95,000 115,000 Grade BC Tempered SAE -Grade 7 Medium Carbon Alloy Steel, Quenched and Tempered, Roll Up to 11/2" 105,000 133,000 Threaded after heat treatment SAE- Grade 8 Medium Carbon Alloy Steel, ' Up to 11/2 120,000 150,000 Quenched and Tempered ASTM -A 354 Grade BID High Strength Structural Bolts, 1/2" to 21/2" 120,000 150,000 A490 Alloy Steel Over 21/2" to 4" 105,000 140,000 - i2- �f A 325 enstk- entified in the finished product. boit%� -,9,3.7 In the case of zinc coated bolts, the rotational msi�;: city test s;iall be performed at the rate of two assemblies ate;; lot. 9.3,8 When tested in accordance with the required sam- j g plan, a lot shall be rejected if any of the test specimens to meet the applicable test requirements. e. Visual Inspection for Head Bursts 10.1 A burst is an open break in the metal (material). nsts can occur on the flats or comers of the heads of bolts. 10.2 A defective bolt, for the purposes of the visual Ipecuon for bursts, shall be any bolt that contains a burst the flat of the head which extends into the top crown Mace of the head (chamfer circle) or the under -head acing surface. In addition, bursts occurring at the intersec- In of two wrenching flats shall not reduce the width across niers below the specified minimum. 10.3 A lot, for the purposes of visual inspection, shall insist of all bolts of one type having the same nominal ameter and length offered for inspection at one time. 10.4 From each lot of bolts, a representative sample shall picked at random and visually inspected for bursts. The ample size shall be as shown in Table 8. If the number of :festive bolts found during inspection by the manufacturer greater than the acceptance number given in Table 8 for ie sample size, all bolts in the lot shall be visually inspected. ad all defective bolts shall be removed and destroyed. If. the umber of defective bolts found during inspection by the urchaser is greater than the acceptance number given in 'ABLE 8 Sample Sizes with Acceptance and Rejection Numbers e for Inspection of Bursts 2.5 AOL Lot Size Sample Size A. B Acceptance Number" Rejection No. 2to8 2 0 1 9to15 3 0 1 16 to 25 5 0 1 26 to 150 20 1 2 151 to 280 32 2 3 281 to 500 50 3 4 501 to 1 200 80 5 6 1 201 to 3 200 125 7 8 !- 3 201 to 10 000 200 10 11 _ 10 001 to 35 000 315 14 15 A Sample sizes, acceptance numbers, and rejection numbers are extracted 'Single Sampling Plan for Normal Inspection' Table 11 A, MIL -STD -105D. k*pect all bolts in the lot M the lot size is less than the sample size. Table 8 for the sample size, the lot shall be subject to rejection. 11. Inspection 11.1 If the inspection described in 11.2 is required by the purchaser, it shall be specified in. the inquiry and contract or order. 11.2 The inspector representing the purchaser shall have free entry to all parts of the manufacturer's works that concern the manufacture of the material ordered. The manufacturer shall afford the inspector all reasonable facili- ties to satisfy him that the material is being furnished in accordance with this specification. All tests and inspections required by the specification that are requested by the purchaser's representative shall be made before shipment, and shall be conducted as not to interfere unnecessarily with the operation of the works. 12. Rejection and Rehearing 12..1 Material that fails to conform to the requirements of this specification may be rejected. Rejection should be reported to the producer or supplier promptly and in writing. In case of dissatisfaction with the results of the test, the producer or supplier may make claim for a rehearing. 13. Certification 13.1 Bolts—When specified on the order the manufac- turer shall furnish the test reports described in 9.2.7 or 9.3.6, depending on whether the bolts are furnished by the produc- tion lot or shipping lot method. 14. Product Marking 14.1 All bolts, Types 1, 2 and 3, shall be marked A 325 and shall also be marked with a symbol identifying the manufacturer. 14.2 In addition Type 1 bolts may, at the option of the manufacturer, be marked with three radial lines 120° apart. 14.3 In addition Type 2 bolts shall be marked with three radial lines 60° apart. 14.4 In addition Type - 3 bolts shall have the A 325 underlined, and the manufacturer may add other distin- guishing marks indicating that the bolt is atmospheric corrosion resistant and of a weathering type. 14.5 All markings shall be located on the top of the bolt head and may be either raised or depressed, at the option of . j the manufacturer. 439 � t--'" �� y ' pr,� r COUNTY OF BUTTE - DEF'�ARTM�ENT OF PUBLIC WORKS 7 County Center Drive - Orovjlle, California 95965 - Telephone: 916/538-7541 -} APPLICATiWfAND PERMIT PERMIT NO. ASSE55O2 PARCEL NUMBER � ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC.1 BUILDING VALUATION OWNER'S MAILING ADDRESS Est 6,000 CONTRACT 'S AM TELEPHONE C T LI Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ 6.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 28,25 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS dway, Permit tee $ 94.75 PLUMBING PERMIT Filing Fee 10.00 9348 NJ Durham Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 SF ❑ Duplex❑ Mobilehome❑ Other Comm Mobile Home S I G I W10.00 e SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Permit Fee [Contractor $ Describe work: miC tower ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORV OR LESS10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): El am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is In full force and effect. License No. Classification F-1APFIXED I, as the owner, or my employees with wages as their sole compen- NEW CONST. ( DWELLING OCCUP.& OR ACDNS. C ACC. BLDGS. NEW CONSTR. ULTI.OUTLET NON•RESID BRANCH CIRC ITS POWER APPARATUS &) SINGLE OUTLET CIR. Ex. Occup OUTLETS OR FIXTURES p LNS Ex. Occup. OUTLETS (RESID )REA.) , 2ftsgft 2.50 ea 200500 BAL@30 1 2.00 sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract-.Misc. ors. (Sec. 7044) Temporary service Mobile Home Facilities bVirin g 10.00 15.00 15.00 ❑ I am exempt under Sec. , Business and Professions Code for this reason Permit Fee $ WORKMEN'S COMPENSATION INSURANCE Contractor I declare under penalty of perjury (check one): MECHANICAL PERMIT FiIingFee 10.00 ❑ The permit is for $100.00 (valuation) or less. Heating ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Cooling I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Hood Ventilation Permit Fee Contractor 3,00 $ I certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, ju ents, costs, and expenses which may in any way accrue against sai o in cons quenc of the granting of this permit. Energy Inspection Fee occ CONST TYPE TOTAL FEE $ r, z c A PARK SCHL FLD $ PAR D H I X I,`-�_�Q Date Signature of Applicant — Owner ❑ Contractor ❑ AgentIR This permit is nereby issued under the applicable provi- -ions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. An OSHA permit is ,required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. DIRECT OF PUBLIC WORKS Receipt No. 70491 By Date�j —2-91- WHITE-D.P.W., YELLOW-ASS[9 SO R, PINK-INSPECTO . GOLDENROD -APPLICANT PE T EXPIRES Date_�y� m TO Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance Q rr1 ) r,h2mws C4a9 Location AP# iii i%cG n�r Plan Approved for: Sewaqe Disposal Water Supply Hold final for: Water Supply .Final clearance O.R. for: Water Supply Clearance for bedroom mobile home. Other NOTE *** Sa tarian Z ,�3 Date COUNTY OF BUTTE - DEPARTMENT OFT PUBLIC WORKS - BUILDING DIVISION t 7 COUNTY CENTER DRIVE - OROVILA,"CA&IFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEE �d OVI:V Permit No. ,/ OWNER C � t// �Z�DF�ti A. P. . Y'_ 2— Proposed Building UseC�'7/��-� ���'`c...�%Building Inspector Date r At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:.. DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. _ 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form:. 1216� ............................. 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions ....................... 10. Fees of $ 1........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... School District fees paid .............. 14. Sanitation approval from Gf`f L� Health Department d 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirement /V �I Planning approval for (A) Use9) Parking: 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-inspec. request to Building Inspector (Da 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance ................... 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When u issue the permit,process'as follows: Mail ner. Mail to contractor. Telephone a� S'3 and hold for pickup at office. Deliver w/inspector. Other Applica Date 3 Copy of Haz-Mat Torm 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: (Circle new item not checked above). b 1. Index permit for above items No. 2. Additional items required: Contractor, sign owne as advised of above required data by_phone_Jn✓ ail counter byJ_'..date' Contractor, designer, owner, was advised of above required data by—phone —mal l_cfountteer by date. Plans checked by Dam Plans approved by j)oul Date ' 1� Sets of plans on hold i �i le cabinet , • AP folder 1/5' /5�— Copy—DPW CI COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovill.e„California 95965 - Telephone: 916.1538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARC L NUMBER — Z ?11— 1 ZONI G BUILDING PERMIT OWNER TELE NE SO. FT. OCC. BUILDING VALUATION OWNER'$, 0'L IN G�A�QV ESS ! 23 C CONTRACTOR'S NAME A1012-774 TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 5 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ZEjNj,gZgB sj Permit fee $�.r �J I f L PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE r SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G W 10.00e TYPE OF WORK NewF_ Addition 0 Remodell ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: �Ci �yw h--�_ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW penalty I declare under perjury check one . P Y of P er I Y ( ) ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.E OR ADDNS. ACC. SLOGS. ) 2A¢sgft NEW CONSTR ULTI.OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES ezALOAL03030Q FIXED Ex. Occup. OUTLETS P(RESID )LNS REA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. i also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0” deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ r HAZ I CUA PARK I SCHL I FLO I PAR PD HD ISSUE Th;s permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC BY PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. �/ WHITE-D.P.W.. TELLOW-ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT AIMS C'IFIipC11+4 Bachman & Associates TOM VODDEN CHAMBERS CABLE COUNTY OF -BUTTE - DEPARTMENT -OF PUBLIC WORKS �• 7 County Center Drive, Oroville, CA. 95965 PHONE:. 916-5A1754'1 '. DATE _".�=��.. , �� Cal 8schman � J 3012 Esplanade RE: Permit-4pin #2652-90 for microwave Chico. CA 9.5926 tower # 40--20-85 With reference to the above subject: L1 Attached is: Application for permit Mobilehome Utilities Installation Sheet. Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER 1� We.need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section'(DPW). sets of plans.in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way,' Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. OTHER S:F, ATTACD . Should you have any questions concerning the above, please contact JOIN HENRY of this office. `. Yours very truly, �. William Cheff Director of Public Works �J F. Glander JFG/aj CC: umbersChief Building Inspector M1 Cable, 9348 Midway, Durham PROVIDE MFOPMATION AND/or MAKE REVISIONS AS FOLLOWS: �l Provide complete analysis and design for loads per Uniform Building Z Code Chapter 23. ,21-l"f Design is to include effect of reflector and be based upon governing load (seismic or wind) per Uniform Building Code Sections 3312 and 2311. Provide analysis of footing for stability and soil pressure based upon goveraing load condition. ,Provide calc's for anchorage of pipe to base plate and anchor bolts ' to foundation, Note connection of pipe to bade plate to plans. Provide complete specifications for all construction materials on plazas per Uniform Building Code Section 302 (b). Engineer to stamp and sign plans. JOHN HENRY M 2 'IT 71ZE V/:5 E BAI Exp. k16 T 6-30.93 H joir, 11 143 Z-8, 13 IRV- Lq x, '5 17 AU mmummo= PROJECT:Com DRAWN: DATE: SHEET NO. CHECKED JOB NO. : BACHMAN & ASSOCIATES 7 I Fl 3012 Esplanade Chico. Ca. (916) 342-4136 OF 4 _ 3q3��-� 3�eL BAn . E.�p. � 6-3().93 rrn '�' LP AUG 2 2 1990 d � 3�2 � a W C -_LC> PROJECT: C j�ale , DRAWN; DATE, 1f SHEET NO.. BACHMAN & ASSOCIATES CHECKED: JOB NO. 3012 Esplanade Chico. Ca. (916) 342-4136 OF T� 7-ab/0 ZL M;= 3 ay3 - -,,,),.7 3 e.., 1 �� it � 68-3 %i, AUG 2 2.1990 0 PROJECT ORAWN DATE IHET N0. 01 BACHMAN & ASSOCIATES CHECKED: JO® NO. 1 0 13012 Esplanade Chico. Ca. (916) 342-4136 C_� C) r 7 ijt/.,�,)P- Z__ ) , 4 -rep, SEC7/= N BRA a& .o r3o-zTw� 55--7,t,?,,) I ver XYZ g ry m p .2-L -7V&96- C�Lc�S Ale6 1AICOXKAT � 1e6fA # Q � ._•--oma , f� r ' •mow G:ip. ° \ Civil- .� r OF C AU �® x 7° a 3Zk2.7� 87.6 -4ZX3, t.5 40 \415. 70 L> EROT: L L ORAWNt DATE= " SWEET NO. 70 �ACFlAAAIV 84. ASSOCIATES CWECKED JOG®� N0. f� 3012 Esplanade Checo. Ca. (916) 342-4136 OF 0 &I 5)6� 63, d-35 9.75 - Ll 2 d 3`��9 MZ 7 �C>� -33� '331 a? ®o O p 50 Fc VA) ;q 7-/ faX 32400 4-2.00L7 N55 XIX/5 3_3gxa72�.3�d a ALL 0,0 15 o o - (D �ZJ �15� �� = —2,3 oO p..s E p. 6.30•93 N 16 OF CALF e 4'Lk. 7i� . i r. �1..i.r..4. :.S.,Sr�,e i k. ..M ... a ...iS:..i..`.. r: ... .✓!t .. s�-f PROJECT: HAm 5F -R'5 CA8 .4!F- DRAWN: EE SWEET NO. J BACHMAN & ASSOCIATES CHECKED: 7 3012 Esplanade Chico, Ca. (916) 342-41 :3 38 OF 4. BAC H MAN September 12, 1990 7�,�O 40 -Zo -&!S COUNTY OF BUTTE Department of Building #7 County Center Drive Oroville, California 95965 Attn: John Henry RE: CHAMBERS CABLE E Microwave Antenna Tower Durham, California Our Job No. 90-97 Dear John: ASSOCIATES On Wednesday, September 12, 1990, I reviewed the excavation for the above referenced antenna. During my review I noted a sidewall area of approximately 3' x 4' where refuse had been placed. Since the excavation cage will be a minimum o ' deep and completely backfilled with concrete, I feel that this will suffice. -7/X ? / X 9 / nEe-v If you have any further questions that I can answer for you, please let me know. Very truly yours, o--� C.W. BACHMAN CWB:trb cc: Tom Vodden Chambers Cable ENGINEERING 0 SURVEYING • 3012 The Esplanade, Chico, California 95926 PLANNING & DESIGNING • Telephone: (916) 342-4136 P� A -r 7-1-115 ?6 7 k% X 0 UZ I; G Fe -o V / oK g Cn,.i c� — Tj i� � X102 l� � ���� � .�c�u� A 2-3D7' �/' 3 V/4- S' �11 3 1-. (1 c�X/5�X9`�t� 3. C-„ 1y q,0FESS/p SAcy F�c� Exp. l cc V�' 6 3�J•93 Z M -No. 16 3 a, OF CA��F�� PROJECT: Ckll�1"743P-S BACHMAN 30 42 Esplanade & ASSOCIATES CHECKED: Chico. Ca. (916) 342-4136 DATE- 5 4F) JO® NO. BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER A5 '_` Lell APN 110-20 - 63 5 Firm Name Chambers Cable Address 427 Eaton Road, P.O. Box 1559, Chico CA 95926 Nature of Business Cable television Contact Person Tom Vodden Phone # ( 916) 342-3531 1. Does your business or that of your tennants handle, store, or transport hazardous materials? In NO ❑ 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 standard temperature 4 pressure), or formulation containing hazardous material? )] NO ❑ YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) 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? 1I NO ❑ 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, fumes, vapors, or other volatile compounds? KI NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative 08/02/90 r.gignature) (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. 11 The Above Regulations Do Not Apply To This Facility. BCEHD Signature BCAPCD Signature Date Date WHITE -Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. iii BACHMAN & ASSOCIATES 3012 The Esplanade, Chico, California 95926 Telephone: (916) 342-4136 Date Augi st 22, 1990 . TO COUNTY OF BUTTE Attention X%NffXI IX John Henry Department of Building #7 County Center Drive ProjectCHAMBERS CART.P. TOWER ,J Oroville, California 95965 Job No. 90-097 WE ARE TRANSMITTING: Under separate cover xx Herewith Via mail Via U.P.S. Via Greyhound REMARKS: THE FOLLOWING: 3 sets of revised drawings and 2 sets or revised BACHMAN ENGINEERING By FOR: xx Your approval xx Checking Your files Quotation Construction Payment �Processing ENGINEERING SURVEYING PLANNING DESIGNING Fy — -a F5 —4. t F I , A;56u T Sm6w2T E �lZC� I1;52 /�20gc) 712���� 7awc e� = 3• � ^Tj 4,5 9 p= 0.7x3.6 x/5 It = 37.8 �sF PO.X/5 Xl= 4/3.ZPS� V MAIAJ (/`egT Pl& e9,0 2 = 2 375 x 1.31(63 690.28 /N c, �T7-?q s w2- 3.5 x z 7Z ry nW = q Ttf;3C& 12.3-6Z . (S52 x 3 _ (035 3Z0Sox Fp o,2,X/,OX'S75 14V -O;,006 ;v AV44k, r t AA o t07 37.12-S ?x8q.z FZ S07 5z.. 375 (7o 1.6 3 Ze7 Z-?. GZs S717 -Y tb7 22.875 g73S,l �s l81 17. i2S 3ogt 4 12,376 223q.q r 7, 6ZS 130. l FB 1 8 j 2: (i75 520.3 I1;52 /�20gc) 712���� 7awc e� = 3• � ^Tj 4,5 9 p= 0.7x3.6 x/5 It = 37.8 �sF PO.X/5 Xl= 4/3.ZPS� V MAIAJ (/`egT Pl& e9,0 2 = 2 375 x 1.31(63 690.28 /N c, �T7-?q s w2- 3.5 x z 7Z ry nW = q Ttf;3C& 12.3-6Z . (S52 x 3 _ (035 3Z0Sox Fp o,2,X/,OX'S75 14V -O;,006 ;v i _ (00, m q l l9q 2- evrrF 0 0 o � o 0 0 0 0 COU10 WILLIAM H. RANDOLPH CHIEF ADMINISTRATIVE OFFICER CHIEF ADMINISTRATIVE OFFICE COUNTY OF BUTTE 25 COUNTY CENTER DRIVE OROVILLE. CALIFORNIA 95965-3380 Telephone: (916) 538-7631 Fax: (916) 538-7120 I M P O R T A N T June 21, 1990 To: Department Heads and All County Employees From: Will Randolph, Chief Administrative Officer Jim Johansen, Auditor -Controller Subject: Employees' Briefing MEMBERS OF THE BOARD: HASKEL A. McINTURF JANE DOLAN KAREN VERCRUSE ED MCLAUGHLIN LEN FULTON A third update on the County's fiscal status will be given by us on June 29. We urge you to make every effort to allow your employees to attend this important session. The date, time and location for these presentations in Oroville and Chico are listed below. Date: Fridlay, June 29, 1990 Time: 10 a.m. - Session 1 11 a.m. - Session 2 Place: Board of Supervisors Chambers 25 County Center Drive Oroville and Date: Friday, June 29, 1990 Time: 2 p.m. Place: Chico City Council Chambers 4th & Main Chico M A R K Y 0 U R C A L E N D A R Mr. John Henry Butte County Building Department 7 County Center Drive Oroville, Ca.. 95965 Dear Sir: 2�5Z-gv September 30, 1991 This letter is to confirm that Jessee Machine Works constructed a forty foot free standing tower for Chambers Cable,as indicated on plans approved by the Butte County Building Department dated 9/28/90 and initialed by T.R.H. The tower was constructed following the practices as outlined in the AWS welding standards ANSI.\AWS D1.1-90. All welding on this tower was done in our shop located at 1733 Nord Ave. Chico, Ca.. klti4- ��� m ® �o C U J3 _ x w .v N�`:.«•i. _ _ y.�":�"$''9'y�•41...�;:,t.,f:..,,;..•+t�•Sxtk .,i 1' 3 �.::C `''^S L .y i .. a c: _ -zi�e� 40-20-85 dUTP (�G _ �2900f-91ED CAMP & MCLAUGHLIN 9358 Midway, Durham cont: Agri Electric (ele/cQfor comm) 30� TTOFFICE COPY Address J 7 GAS Meter By ELECTRIC Meter By S Date C �� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville. ##forma 95965 - Telephone: 916/538-7541 n % APPLICATION AND PERMIT ASSESSOR PARCEL. NUMBERZONING 0_ o BUILDING PERMIT OWNER Gene Camp & Ed McLaughlin TELEPHONE 895-3505 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 99 Alm Bluff Dr. Chico, CA 95928 CONTRACTOR'S NAME Ari Electric TELE PH E 342-4103 CONTRACTOR'S MAILING ADDRESS idwa Chico, CA 95928 11011 Midway Fireplace CONSTRCTION LENDER nA UNKNOWN Total Valuation $ FilingFee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ DRESS BUIL 9358 Permit fee $ PLUMBING PERMIT FiIingFee 10.00 Durham, CA 95938 Each Trap 2.00 . r 4.. .Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex[] Mobilehome❑ Other 4) �PECI FY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I IN TYPE OF WORK New ❑ Addition M f Remodel ❑ Utili 'es Install 4ion❑ Other ❑ Describe work: (- ?� �� %Q _10-00e Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600v OR LESS 100 AMP OR LESS 10.00 I0 ov Main Service EA. ADD'L 100 AMP 2,50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ® I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full q force and effect. License No.443455 —Classification C10 F-1 I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) F]o I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under SeC. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.� OR ACDNS. (ACC. BLDGS. 2/x¢sgft NEW CONSTR. ULTI.OUTLET NO N•R ESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 200301 e ALO 30 FIXED APLNS. Ex. Occup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities _ 15.00 Misc.IVi g 15.00 Permit Fee $ —^ Contractor WOR M N'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ® I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. _%�- Datet"J'�� '�� S' tore of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3/sstttoorriies in height. Mobile Home Installation Fee $ Energy Inspection' Fee $ occ CONST TYPE TOTAL FEE $ HAZ I CUA PARK I SCHL I FLD I PAR PD HD ISS This permit is hereby issued under sions of the Butte County Code and/or work in 1Cat�d above for which fees IR OF PUB'LICiWORKS By PERMIT EXPIRES Date the applicable rovi- resolutions to do have been paid. Date n a !. Receipt No. ��/ % �f S r WHITE-O.r.W.. YELLOW-ASSE380R. PINK -INSPECTOR. GOLDENROD -APPLICANT g,. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541' 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE ArouI. a inspection indicates that the following violations of County Ordinance exis at the above address and should be corrected. Please notify this office wh n correction of work is completed. If you have any question pertaining to this m tter, or need additional explanation, please contact this office immediately. Date J� Inspector COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT / ASSESSOR PARCEL. NUMBER - J - ZONING BUILDING PERMIT OWNER Gene Cam & Ed McLaughlin TELEPHONE 895-3505 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 99 Alm Bluff Dr. Chico, CA 95928 CONTRACTOR'S NAME Agri Electric TELEPHONE 342-4203 CONTRACTOR'S MAILING ADDRESS 11011 Midway Chico, CA 95928 Fireplace CONSTRUCTION LENDER n a UNKNOWN Total Valuation is FilingFee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Pian Checking Fee $ Energy Pian Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 9358 Midway Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Durham, CA 95938 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTUR SF ❑ Duplex ❑ Mobi lehome ❑ Other 1lorelaeBuilding SPECIFY Gas piping system 1 - 5 outlets 5.00 sewer 5.00 Mobile Home' I S I G JW I 10.00e TYPE OF WORK New ❑ Addition Remo ei ❑ Uti1i- s A instaalllll,/tion❑ ther ❑ Describe work: thl I r lic ` Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS 100 AMP OR LESS 10.00 I®, Main service EA. ADD'L 100 AMP 2.50 j CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ® 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No.443455 Classification C10 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) contract-Mobile El I, as the owner, am exclusively contracting with licensed cont ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason GOCCUP.&\ OR ADDNST ( DWELLING S.12,50 2'h2sgft NEW CONSTR ULTI-OUTLET NO N.R E SID BRANCH CIRC ITS ea POWER APPARATUS & (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES DAL@30 20@50CFIXED APLNS. Ex. Occup. OUTLETS PIRESID IREA•) 2.00 Temporary service 10.00 o Mobile Home Facilities 15.00 g 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ® I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. Date ���� ,�, S' Lure of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ E HAZ CUA PARK SCHL I PAR I PD I HD Iss This permit is hereby issued under sions of the Butte County Code and/or work in at d above for which fees I OF PlULe1WORKS. ]Aid I By PERMIT EXPIRES Date the applicable rovi- resolutions to do have been paid. Date UJ If ZI :11- f3 Receipt No. % / %4-S WHITE-D.P.W., YELLOW-ASDE'.13014. PINK -INSPECTOR, GOLDENROD -APPLICANT DATE: December 15, 1989 JOB NO: 43821 FOR: Gene Camp AT: Chico, California Gentlemen: WUNTY 101 OM DEPARTM6N1 'APPROVED J�'ff /30/ This letter certifies that the above mentioned Varco-Pruden Building System has been designed in accordance with Varco-Pru n standard design practices which have been established based upon pertinent procedures and recommendations of such organizations as AISI, AISC, AWS, MBMA, ASTM and UBC. The structural integrity.of the framing systems and components fabricated by Varco-Pruden have been checked by the undersigned Professional Engineer. Varco-Pruden has been issued a Certificate.of Approval Number 636 by the Board of Building and Safety Commissioners of the City of Los Angeles as an approved Fabricator of Structural Steel. Varco-Pruden has been issued License No. 256149, Classifications B-1, SC -43 and SC -51 for General Building; Sheet Metal and Struc- tural Steel by the State of California Contractors License Board. Varco-Pruden is an approved steel fabricator by the International Conference of Building Officials Report No. FA -240. This letter of certification does not apply to the design of the foundation or other components supplied by others. Further, it is understood that erection of Varco-Pruden furnished items shall be in strict compliance with pertinent documents furnished by Varco-Pruden. Specifications, Data and Dimension Charts and Calculations are attached. Sincerely, VARCO-PRUDEN BUILDINGS Lyndon K. Jordan, P.E. Senior Design Engineer LKJ:EPP VARCO-PRUDEN, P.O. BOX 1824, TURLOCK, CA 95381 TEL. (209) 667-4951 A UNIT OF AMCA INTERNATIONAL CORPORATION BUILDER Modern Building Company CUSTOMER Gene Camp CITY* & STATE Chico, California JOB. NO. 43821 TABLE OF CONTENTS.: LETTER OF CERTIFICATION DES -1 -GN LOADS & FRAME FOUNDATION. LOADS BRACING SYSTEM DESIGN SHEETING DESIGN DATA MISCELLANEOUS STRUCTURAL DESIGN & DATA SECONDARY FRAMING DESIGN &.DATA PRIMARY FRAMING SYSTEM DESIGN.& DATA SECTION A SECTION B SECTION C SECTION D SECTION E SECTION F WTAL BUILDING YANUIACTUIISIIB AINIOCIATION • , i No. x}3821 Page _A4_ of .s DESIGN DATA Dat• 7 Z -Z Si ® (Structural) PCPA Reviewed by BUILDING DIMENSIONS Date X 75 X 12- EH. ( :12) DESIGN LOADS Governing Building Code Roof Loads: Live Zo psf, Reduced per UBC Table 23C Yes ✓ No Snow — psf, Additional "USER" Dead — psf Floor Loads: Live_ '-" psf, Dead Load "— psf Wind Loads: 80 W -H B M A • Seismic Zone: 3 Crane Load: — , if YES, see Design Data Page A2. Snow Drift: — , if YES, see Design Data Page Other Loads: MATERIALS Yield Strength (ksi) Hot Rolled Shapes (Angle, Wide Flange) 36 Structural Steel Plate 50 Bracing Rod 50 55 65 Cold Formed Light Gage (C,Z, Double C) 55 Roof & Wall Sheeting 50 Bolts NOTES ASTM A36 A36 Modified A572 A570 Gr 50 A446 Gr D A325N, A307 (A325X as noted) OTHER NOTES °Anchor bolt sizes are determined by allowable shear and tension of threaded bars per AISC (Fy a 36ksi). Method of transferring forces from anchor bolt to concrete footings to be determined by others. *1981 MBMA may be used in lieu of UBC per ICBO Report #4018. MBMA Manual will be sent on request. R vision N Date BJL - Revised Pa es 0,. ='^ ICBG Evaluation Service, Inc. Asubsidiary corporation otfhe International Conference of Building Officials EVALUATION REPORT Report No. 4018 C.0—W a r•H-Coo Aw.«$4 -1r. W. _ December, /985 Feng Category: DESIGN -Steel DESIGN WIND LOAD CRITERIA FOR ACETAL BUILDING SYSTEMS METAL BUILDING MANUFACTURERS ASSOCIATION. INC. 1230 KEITH BUILDING CLEVELAND. OHIO 411 IS I. Subject: Design Wind Load Criteria for htcut Building Systems. It. Description: The design wind bad criteria are intended only for enclosed light metal building systems with roofs satisfying all of the following conditions: 1. Flat. sin tie sloped or gable -shaped profiles. 2. Mean roor height does not exceed 60 feet. 3. Eave heights do not exceed the least, ixxizontal building dimension. Design procedures are set forth in Section IV of the 1981 Edition otthe Aictal Building Systcros Manual. i1I. Evidence Submitted: Metal Building Systems Manual. 1981 FA - Cion. and various wind study reports on low-rise buildings arc submitted. Flndings IV. Flndings: That Section 4 of the Afetal Building Manufacturers Assodation`s Design Wind Load Criteria for Metal Building Systems. 1981 Edition. is an alternate to wind load requirements of the 1985 Uniform Building Code. under the following conditions: 1. The bolding profile complies with Part 11 of this report. 2. The A1BMA design criteria are applicable only to enclosed buildings, which are defined as structures with no more than 30 percent of any one side open. Nonimpaet•reststant glazing shat: be considered an opening. 3. Wind loads on open buildings shall be determined in accordance with the Uniform Building Code. 4. A copy of the referenced metal Building Systems Manual is Included with plans, calculations and specifications that must be submitted to the building orficial for approval. S. Load combinations, overturning moments on foundations and importance factors comply with the code. 6. The design orsteel or aluminum components comply with Chap - kr 27 or 28 or the code. This report Is subject to re-e:amination in two years. Evaluation reports of 1C80 Evaluation service, Inc.. art vsutd solely to provide information to Class a members of 1C80, urililing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommtndation for use of the subject report. This report is based upon independent ttstt or other technical data submitted by the applicant. The ICAO Evaluation Service. Int.. technical sraf/has revie-rd the rest results and/or other data. but dors not possess rest facilities to make on independent verification. There is no %-arronry by ICHO I'va/uerinn Sen -ice. Inc.. erprets or implied• or to caro -Finding" or other mutter in the report or or to am Product covered Sv the report. Thts �. 1i ---mer rneluJet• Ju: it not !imi:e.1 w. mere.ian:.7b.hty. I' VARCO-PRUDEN DESIGN LOADS AND FRAME FOUNDATION LOADS JOB: 43821 A A UVIT OF AMCA INTERNATIONAL CORPORATION PAGE: f A3 j FRAME NO. 6 DATE: 12-11-89 SPAN - = 400-0 - - RIDGE FROM BACK BLDG LN= 20'-0 BACK SIDEWALL HEIGHT = 12'-0 ELEVATION OF FRONT COL = i _.-FR-ON-T-S.ID-EWALL__HEIGHT-=12'_=0_ :1.2 BUILDING LENGTH = 75'-0 .--.__FRONT ROOF_PITCH -__. 1.0000 : 12 ... ) -T.HL-S-FRAY.E.-RcQUI.RED-ON-ERAM.E-LINES-:_ -I,-+ BAY SPACING = 12.50 FT. ' �DI _ I LOADING: ADD'L DEAD = 0.00 PSF ( TOTAL DEAD LOAD=_ADDOL-DEAD_+ 2 PSF. (PURLINS -.E -SHEETING)-:+ FRAME WEIGHT = 2.65 PSF) LIVE = 25.00 PSF __ _ . _. .._.. _-- ----- -..... .. -__W.IND-_=-13.O.B--P-S.F ) r - I THE LOADS C0M9INED KITH ANY SPECIAL APPEAR IN 3 LOAD CASES AS DESCRIBED BELOW: -ABOVE -LOADS STRESS LOAD CODES --_-<--------- -----_ ----------r----- ---_ =-c--c __OES.CRIP.TION__=_- _---- ----------------------- ------>FACTORS 0, 0,__ DEAD L040_ LIVE LOAD W/TRIG RED+ + + 1.00 1,11,41, 0, _+ 0 DEAD LOAD + 86MBMA WIND BACK(I) + MBMA EP SUCTION + 1.33-I 1,74,41, 0, 0 DEAD LOAD + 86MBMA WIND BACK(II)+ MBMA EP SUCTION + + 1.33 SUMMARY OF FOUNDATION LOADS: I. FORCE=KIPS MOMENT=INCH-KI"PS - SIDE LOAD COMBINATION HORIZONTAL HORIZONTAL VERTICAL VERTICAL MOMENT I_N OUT UPLIFT DOWN (+ COUNTERCLOCKWISE) _ BACK SW COL 1,35, 0, 0, 0 _ --, - - I --_ 0.24 - _-_ 0.00_-- _ 1,11,41, 0, 0 _ - 0.37 _,. .- 0.37 - 0.23 -_-_,-_- -" 0.00.-- _ -_-----------------. _. --1-,,74141, 0, 0 0.37 0.37 _ - 0.11 0.00 FRONT SM COL 1,35, 0, 0, 0 - - 0.24 - 0.00 _1,11_,41•- 0, 0 0.37 0.37 - 0.44 0.00 1,74,41, 0, 0 0.37 0.37 - _. _. 0.32 0.00_, i ENOPOST-# 1 1,35_, 0. 0, 0 0.01 0.01 - 5.90 0.00 AT 8.50' FROM BACK BLDG LINE - i 1,11,41, 0, 0 1.23 1.23 3.91 - 0.00 I 1 74 41 0 0 1.24 1.24 2.48 - 0.00 i 1 Y l ENDPOST # 2 1,35, 0, 0, 0 0.01 0.01 - 5.90 0.00 AT _31.501, FROM BACK BLDG -LINE ._ i..l )' 1,11,41, 0, 0 1.24 1.24 2.63 _ _ 0.00 24 1.20 - - - 0.00 j MAXIMUM, FOUNDATION LOADS: -_ 1. 'MAX_ FOUNDATION LOADS CAN BE FROM ANY LOAD CASE 2. MAX FOUNDATION LOADS ARE N07 FACTORED FOR ANY LOAD CASE_ SIDE HORI"ZONTAL.-HORIZONTAL VERTICAL VERTICAL MOMENT_ IN OUT UPLIFT DOWN (+ COUNTERCLOCKWISE) J BACK SW COL 0.37 0.37 0.24 0.44 0.00 FRONT -SW,COL 0.37_ 0.3T 0.24 0.44 _ 0.00 ENDPOST 9 1 1.24 1.24 3.91 5.90 0.00 AT 6.50' FROM BACK BLDG LINE "e f ENDPOST # 2 1.24 1.24 3.91 5.90 0.00 AT 31.50' FROM BACK BLDG LINE (' VARCO-PRUDE A UNIT OF FRAME NO. BAY SPACING 1 SUMMARY OF VARCO-PRUDEN A UNIT OF AMCA INTERNATIONAL CORPORATION FRAME NO. 1 SPAN = 40'-0 BACK SIDEWALL HEIGHT = 12'-0 _.. FRONT.SIDEWALL_HEIGHT___=--12_'70 BUILDING LENGTH = 750-0 i.---THIS.-FRAME-.REQUIRED-OtL. RAME_LIME 2, BAY SPACING = 25.00 FT. DESIGN LOADS AND FRAME FOUNDATION LOADS JOB: 43821 A PAGE: 4,45 DATE: 12-11-89 RIDGE FROM BACK BLDG LN= 20'-0 A. ELEVATION OF FRONT COL = BACK-AOO.EPITCH = I.9A.0.0-:-12 _ _.. FRONT ROOF.. PITCH_ .... = 1.0000 .:. 12. LOA3ING: A031L DEAD = 0.00 PSF ( TOTAL DEAD LOAD. _. ADD IL 0EAD_.+.2-PSF. (P..URLINS. C SHEETING) + FRAME.. WEIGHT-=_ ._2.67 PSF) LIVE = 20.00 PSF --13 ..0 8 -PS F r,L{E_ABI1V1_LOAD.S_LOHB_INED_}(ZLH-ANY zPFrtaLL0A45-AP_2EAB-I.N I I.OaO cA�SEi_AS_D.ES.CRLBED -----------------------------------------STRESS...---- LOAD CODES. .. <-------------- 35_, O0 O,-O_.DEAD__LOAD + LI_VE-LDAn_WjRI + + + 1.00 1,11,41, 0, 0 DEAD LOAD + 86MBMA WIND BACK(I) + MBMA EP SUCTION + + 1.33 1,74,41, 0, 0 DEAD LOAD + 86MBMA WIND BACK(II)+ MBMA EP SUCTION + + 1.33 SUMMARY OF FOUNDATION LOADS: _l.. -F -OR G E=K.I.-S—MO MEN.T=1NG11=KIPS SIDE LOAD COMBINATION HORIZONTAL HORIZONTAL VERTICAL VERTICAL MOMENT L—.--- IN 0 UPLIFT DO}Ili—(* Cnilm RCLOCKWT BACK, SW COL 1, 35, 0, 0, 0, - ._ .3-63-- .. _ -_ _. - ----7..33---- ._ . 0.00I. -l- .00.._ 1,11,41, 1,11,41, 0,.0 - ..0 ----- ---5..06 -----_ -- - -. 0.00-- 1,J�., 41-,�.,-0 2.1♦0 - 2.44 FRONT SW COL 1,35, 0, 0, 0 - 3.63 - 7.33 0.00 ! —L,.11.,_41,_Q, 0 0_.AB - 3,06 - 0.00 1,74,41, 0, 0 -. 0.15 _ 0.45 _ - 0.00 - MAICLUM—F_OUN9.A.T_I-ON_LOADS : 1. MAX FOUNDATION LOADS CAN BE FROM ANY LOAD CASE 2. MAX FOUNDATION LOADS ARE NOT FACTORED FOR ANY LOAD CASE _ SIDE HORIZONTAL., HORIZONTAL- VERTICAL-_._ VERTICAL_._ _.-_MOMENT _ IN_ _ .OUT_ ._ _. __UPLIFT.- DOWN -(+. COUNTERCLOCKWISE)_ -39`} ._ ...... ___ - ._ BACK SH CCL -- 3.43 3.63 5.06 7.33 0.00 — ----- --- -1-9 - SUMMARY OF BASE PLATES: LT—DATA ------> "I MARK NO. WIDTH TK LENGTH NUMBER SIZE I p (y�,Zil1Up1�RL BRAGIAOC7 ' . RFAcilo�Is DQE ,. 08A08-__-_8,_00. X. 3/� X 8._00 FRONT BP-AO8308 8.00 X 3/8 X 8.00 (2) 3/4 DIA. A36 MoQI� I,J X1(1 DJL`I -� VARCO-PRUOEN A UNIT OF AMCA INTERNATIONAL SPAN = 40' - BACK SIDEWALL HEIGHT = 121- F-F,.R ON T-5 I OE WA L L -HE I -G HT -=_12! - I BUILDING LENGTH .= 751- I LOAD - W.IND =13..0-8�SFROD YIELD = 65.00 KSI I WINDWARD COEFF = 0.90 L_LEE.WARD--COEF-F= 0_30 TOTAL COEFF = 1.20 --.-R.EF_ P.OST.-SPACES-=-RIGHT-END,WA 8-6 23'-0 ROOF _ 1-BRALE.O 0 BACK SIDEWALL 1 BRACED 8 ROOF. -BRACING- ___-.-__ TOTAL APPLIED WINDWARD LOADS(KIPS) LOADS EAVE)- -0.30 1.57 1.18 - 0.00(RIDGE) 0.00 1.57 _ 1_18 0.40(FR EAVE) 0.30 _BACK SIDEWALL BRACING EAV ROD ROD QTY DIAMETER -rb V-CSJ i I! No. 8 Z/ / Page 44 f 26 Gage Panel Rib Load Chart Date=12- l$9 Prepared by !eP/4 Reviewed by Load Chart for Panel Rib (psf) Basis: 1. 26 gage '2. Fy = 50 ksi, Fb = 30 ksi 3. E = 29,500 ks33' 4. Sx = 0.0451 in (top of rib in compression) Sx = 0.0493 in3 (top of rib in tension) S. Ix = 0.0419 in4 6. Maximum deflection = 1/180 Allowable Load (PSF) 310" 313" 316" 3'9" 4'0" 413" 4'6" 41911 5'0' Simple, Bending 100 85 74 64 56 50 45 40 36 Simpie:•, Deflection . 136 107 85 69. 57 48 40 34 29 3 -Span, Bending 137 117 101 88 77 68 61 55 49 -- 3 -Span, Deflection - 256 201 161 131 108 90 76 64 ,,,i 4 -Span, Bending 128 109 94 82 72 64 57 51 46 4 -Span, Deflection 272 214 171 139 115 96 81 68 59 Bending Deflection Simple w = 2FbSx 1000 w = 384 E (Ix)(12)(1000) 3 Le LS(180 1728 - 3 -Span w = FbSx(1000) w = 12 E Ix)(1.000) - - 0.100 12 L (0.0069) L 180 1728 4 -Span w = FbSx 1000 w = 12(E) (Ix)(1000) (0.1071)(12)(L2) 0.0065 L 180 1728 Panel Profile 1r 1.333' 4.662' 4.667' 1.333" .289 I .610' 2.731' 1.177-I •544r S00" —\— .144 1.191- . � •,j'r•0 ; 5 c VARCO-PRUDEN PURLIN DESIGN JOB: 43821 A j A UNIT OF AMCA INTERNATIONAL CORPORATION PAGE: El r*-------- ---------- -- -- - -- ------ BACK ROOF PURLINS DATE: .. Fi�on'eT � CONTINUOUS PURLIN SYSTEM �I j----GAGE-Y_I.E-LO-S.TBESS_--55_._90 K5I ALLOWABLE BENDING STRESS = 33.00 KSI j` PURLIN LOAD SPACING = 5.00 FT _.. -19 8 6-AI.S.1-S UL-LE1C AT10N t ` t LOADING: . ADD'L DEAD _ 0.00 PSF ( TOTAL DEAD LOAD = ADD'L DEAD + 2 PSF FOR PURLINS t SHEETING) �_---_LINE- - 2.0...0,0-PSF j WIND = 13.08 PSF _ -d --_-_-Z._LOAD-CASES-WITH-THE-EOLLOWIN.G-L.OAD-C.OIES - "j 11,35, 0, 0, 0 11,11,41, 0, 0 1 BAY 1 .= 24.50'BAY - 2 " =-25.00' _ - _--- .. BAY 3 = _24.,501...._ - - -----I--_0.0" __-- 18.0"-1 24.0" _ 24.0" _1 18.0" ---0.0" I LAPS I (17) 1 (17) 1 (17) I GAGE 1 1.78 1.78 - I 3.56 1.78 I I 3.56 1.78 1.78 I SX -0.2 -0.2 .60.3 -58.6 .. -- 786.7. -56.3 -56..3,. -56.3--.-86.7--.-58.6- - ... ..- -- - • - - -- _ . . __ . -. _ ------ - . 60.3-,70.2 _ -0.2. MOMENT--� 0.1 0.1 -35.8 34.7 1.03 AT 9.50 FT 51.4 33.4 33.4 33.4 0.96 AT 23.00 FT 51.4 34.7 -35.8 0.1 0.1 1.03 AT 15.00 FT 2 j MAX STRESS -1.60. -- - - __. _._......0.,19 - ---- ------ - -1.58- - -- - -- --- - - -- --- • -- 0... I 1 I VARCO-PRUDEN PURLIN DESIGN JOB: 43821 A A UNIT OF AMCA INTERNATIONAL CORPORATION PAGE: E 2 DATE:__12=11 8.9 f2,J'F BACK EAVE PURLINS SIMPLE PUP.LIN SYSTEM I t _..__GA GE_YIELU_SIRESS==55..00_.KSI ) I ALLOWABLE BENDING STRESS = 33.00. KSI PURLIN LOAD SPACING = 2.34 FT �---1986-AI.SL-SPEC.IF-ICAT.IDN- LOADING: ADO'L DEAD = 0.00 PSF ( TOTAL DEAD LOAD = ADD'L DEAD + 2 PSF FOR PURLINS E SHEETING) LIVE =-20...00-PS.F -- WIND = 13.08 PSF _._-2__LOAO_-CASZS-W I-TH-T.HE_-FOLLO WLNG-LOAD_CD OES_' 11,35, 0, 0, 0 1 1,11,41, 0, 0 BAY 1 =. 24.50' -. BAY-.Z.-=-25.00'.-----BAY-.-3-=-.24. 50!-_-_ _-------------------------------- I (17) I (17) I (17) I GAGE SX 46.2 - _ 48.2 -.. - - ---. --_ --- _ __._ 46.2 __ __. _ ... MOMENT ! . _ ._ .. ._ .. .--.---.-. -_.. .1... -27.4 O....79 -AT 12...SO--F-T -28.6 O._8-Z-AT1.2...i0-F1-19 -27.4 AT 12 00 FT T 2 MAX STRESS -1.55 71.69 _. _ .._ .._ ._ 1.55..__.-.--- - --.. 0 I 1 ENOWALL FRAME DESIGN - INPUT CONDITIONS ) | ', ` xoo 43821 A JOB 43821 A DATE: 12-11-89 BUILDER MODERN BUILDING COMPANY PROFIT CENTER: CALIFORNIA JOB SITE CITY CHICO, CALIFORNI4 ' | ' ^ ` ��m/� DESCRIPTION:' /rco peEr x Iwcxsx DEC. FT. DEC. IN. METERS'| I_s,xu '! . o^cn ooswxu xaoxr ~ o`- o 0/16 a'000u 144'0000 »'^m ` mo,r sIvcv^u vco*r ~ u'- o o/u o'0000 144'0000 3'658 - - - -- - - .—BUILDING -LENGTH. l._n--u/�^___ ou-uuuu_----_z2-a xIocs FROM BACK BLDG Lw~ zv`- v 0/16 zv'0000 z+u'0000 6'096 " . c�pv^rmm up rnowr COL.= v,- v o/u o , vomo . o 000n o , 000 .� _ 1,11,41, 0, 0 DEAD LOAD +.86MBMA WIND BACK(I) + MBMA EP SUCTION .1.33 FRONT ROOF ,iTc*..����~�._z.vvvv..,._1i'��- _--_-_'__-_-__-_�-___- _ _-' ----'--'---- ----- - �'! ' - ------- -'- - ----'- -------'---- --------------'-- - -- ^,,"' '.~^ .°.. .~..'~ ^-.. ,-".. .,^.,.. .,,~ .,~.. ~ =-,,"= � � ) ) __ ___'_ ___ ____ _� _____ ___ APPEAR _ _ ___ _ _ _ � � STRESS ) ^ ," " " " "E"" ^"^" - `^,"^"°" "'."= °""- ^ -' 1,11,41, 0, 0 DEAD LOAD +.86MBMA WIND BACK(I) + MBMA EP SUCTION .1.33 ' �/ rxxxcLw z xon Ly z xwn - ) z ^^r z,` v v/m^ ouwu,m 'vxmE Lw / ^mv F^^mE Ln ^FRAM ., ""^`"`"° `�°°'" ^^ '"" "/^"' ' ENDNALL FRAME DESIGN - INPUT CONDITIONS VARCO-PRUDEN -A.UNIT.OE .AMCA.INTERNATIONAL-CORPO -PURLIN_AND-GIRT-.O.ATA_FOLLONS:- JOB : 43821 A DATE: 12-11-89 LEFT ENDNALL GIRT DATA - - DIMENSION FROM BLOG...LINE TO_OUTSIDE COLUMN FACE.IS 0'_ ..1. 5/ 8" ._ MAXIMUM GIRT -SPACING IS 7' .. 0 - 0/16" }-_--__-_- LEET END1iALL-G.LRT-S.PAC.INGS-CEROM_.BAS.E.) C 7' 2 1/ 4", 5' 9 1/ 4", ! BACK SLOPE PURLIN DATA - DIMENSION FROM BLDG. LN. TO EAVE PURLIN IS 0' 3 3/ 8" D-I.MENS.I.ON_.FROM-EAV_E PURLLN--I(LFI.RST-I.NLER.L08-PU&LIN-15-S' 1-3L8" _ SECOND PURLIN SPACE IS 4! ._.1 3/ 8".. _ 2 PURLIN SPACES AT . 5' __0-_.0/16".-. �------ _---- 4L7.GE_SP-AC.E-LS ' 6-0/16" FRONT SLOPE PURLIN DATA - DIMENSION FROM BLDG. LN. TO EAVE PURLIN IS 0' 3 3/ 8" OLILENSION FROM EAVE PURLIN TO FIRST INTERIOR PURLIN IS 4' 1 3/ 8" _.SECOND PURLIN,_SPACE IS 40-1 .-3/- 2_ PURL I N_-._SP.AC ES--AT--5'- RIDGE SPACE IS 1' 6 0/16" I _ I I - - I i ENDWALL FRAME DESIGN - INPUT CONDITIONS VARCO-PRUDEN -_-A UNIT OF AMCA INTERNATIONAL_-.CORPORA.TION__ JOB : 43821 A -1 DATE: 12-11-89 I ___SPECIAL FRAME..DATA.._F_OR-THE__.6_FRAME-F.OLLOHSt_- j i SYMMETRY = 1 1=YES I SHAPE CODE = 2 1=RF SELECTED BY PROGRAM 1 DESIGN -CODE = 1 1=YS AUTO -DESIGN FRAME 7=rR 'ElEC.TED_BY PROGRAM-) ?=HO_HOLD_DEP-T_HS-G_DES-LGNI i I 3=SP SPECIAL FRAME INPUT I 3=SC STRESS CyECK FRAME DEF CODE = 0 1=MIN. I I LOADING: 0.00 ADDITIONAL DEAD LOAD 1 ' ------.-_--Z:EAA X.-)-.-1%'U,r B ER -OF -S U P_P_ OR T-ED-P_OLNT-S S_ I 2-..QO-PUR LIN S-G-S.HE ET_I NGS ` I 3=INT. I NUMBER OF SPECIAL MEMBER RELEASES 0.I __._..._ 0.65 FRAME DEAD LOAD NUMBER OF INTERIOR . COLUMNS... _ 2 I-- TOTAL_ OEAD....._2.65_ PSF -_-AVG_BAY__SP.ACE_12.5.0___I _ _-.NUM.BER_OF MEMBERS--_ _ -12-1- 1 T-V.E-25--O.0__P_SF NUMBER OF CENTER LINE JOINT POINTS 13 I WIND 13.08 PSF I �" " TH.I.S-FRAME-REQU.LRED_ON__ERAMF LLNE.S-.-_ _L - MEMBER DATA: ------- :6 l') MEM FLANGE WEB GAGE DEPTH LENGTH AREA SX RX RY YIELD(KSI) KLXX KLYY LB SPLICE CODES )" TK WIDTH TK (FT) (IN2) (IN3) (IN) (IN) FLG WEB (FT) (FT) (FT) J1 J2 ) -F-RAIIE _S.I.QE _.-. 1 0.059 2.50 SGL C 17 8.50 11.348 .. 0.85 1.86 3.24. 0.9.0 ._55.0 55.0-_ 10.70, SET BY PEG SPACE BP. KN. FRAME SIDE 2 55_0-��.9 7•�4 SET BLPEG SPACE _KN SS 3 0.105 2.50 OBL C 12,14 8.50 2.796 2.76 6.73 3.22 1.20 55.0 55.0 7.14 SET BY PEG SPACE SS SP 1' LOCATION OF END POST MEMBER NO. 11 LOCATED AT 8' 6 0/16^ .4--0-0.8.2 G -1_4x12-0.50 2..Z0�2._7.6 6.13-3.22 1.2-0 -5 O_SL,O 11.54 SET JY PEG SPACE SP SS 5 0.082 2.50 SGL C 14 .8.50 _ 9.040-..._ 1.21 _ ..2.96_. 3.23_ _ O.94.___55.,0_ 55.9 -_. 11.5.4, SET BY. PEG SPACE SS -_. SP._ 1' FRAME SIDE 3 -6-04-8.2 S.GL-C-1_4 8_.50 9.049_1.._21-2.96-3 21-Q.3� 55,01.54 SET SY PEG SPACE SS SP 7 0.082 2.50 DBL C 14,12 8.50 2.204 2.76 6.73 3.22 1.20 55.0 55.0 11.54 SET BY PEG SPACE SP SS i LOCATION OF END POST MEMBER NO. 12 LOCATED AT 31' 6 0/16^ _-d 0.1 2..50 DBL C 12_,14-�.SQ 2..192.76 6.7.2.E 1.20 55.0 55.0 7.14 SET BY PGG SPACE SS SP `. 9 0.105 2.50, SGL C 12.. 8.50.- 5.319 1.55 _- 3.76 -.3.21- 0.93, 95.0 55.0 _. 7.14._, SET BY PEG SPACE ., KN_ SS t FRAME SIDE 4 .. 1 _10 0_Q529-2 s5QSGL C- 17 0.50 11.548 0.85 1.86 3.24 0.90 55.0 55.0 10.70 SET BY PEG_SPACE BP KN END POSTS FRAME SIDES 5, 6 AND 7 FOLLOW: ---F4ANE-SIDE.-5_.--__--_-- -- �� • 11 0.059 2.50 SGL C 17 8.50 11.287 „- 0.85_. .1.86. 3..24- 0.90 55.0 55.0 _-11.29- SET BY PEG SPACE.,.BP $P FRAME SIDE 7 -12 0.059 2-.50_- SGL _C-_-17 8.50 11.287 0.85 1.86 3.24 0.90 55.0 55_0 111^29 SET -„BY PEG SPACE BP SP E ENDNALL FRAME DESIGN — INPUT CONDITIONS VARCO—PRUOEN JOB.: 43821 A —_.A UWi.T_.OF._AMCA_-IN.TEBNATIONAL_CORP—DRATIDN — PAGE_—F4 DATE: 12-11-89 ——_—END_.POS.T—SPACING —AND—LOCATION—FROM—BACK—B.UI.LDSN.G—LINE—ELEVA.TI.ON — SPACING 8' 6 0/16" LOCATION 81--.6. . 0/16" _. _._____. 01. 0 _.0/16'...—_ SPACING 23' 0. 0/16"LOCATION 31'.-6— 0/16".. _ 0' 0 .0/16" --!` -- SPAC-INGB! 6-0%16" — LOCA -TION -40' ^ 0%1.6—_— '2AN SACK CORNER POST ORIENTATION = EP .--FRDNT CORNER—POS.T ORIENTATIDN t>! a �r•� t .__.____- -- — _ a VARCO-PRUDEN REACTION SUMMARY / BASE PLATE SUMMARY JOB: 43821 A A UNIT OF AMCA INTERNATIONAL CORPORATION PAGE: F5 .j FRAME NO. 6 DATE: 12-11-89 ---- --- ------- ----- SUMMARY OF REACTIONS: .---.SIDE--_LOAD.-,C.OM3.INAT_IOL-Ji0R1LONTAL-,!ERLICAL---MOMENT- - 1'I SACK 1,35, 0, 0, 0 _ 0.00 .__.-0.24 0.00 1`! ENDPOST # 1 1,35, 0, 0, 0 0.01 5.90 0.00 AT 8.50 FT FROM BACK BLDG. LN. ENDPOST # 2 1,35, 0, 0, 0 0.01 5.90 0.00 AT 31.50 FT FROM BACK BLDG. LN. BACK 1,11,41, 0, 0 0.37 _.0.23 _ 0.00. FRONT 1,11,41, 0, 0 0.37 0.44 _... 0.00. ----_-.---ENOPOST-#1 .1--1.,11.,41-.-0-0.- 1.23. -3..91 -0..0.0-AT_-8-.50-.F_T F.ROM-BA.C.K-_B.LOG,.-LN.---- lid ENDPOST # 2 1,11,41, 0, 0 1.24 -2.63 0.00 AT 31.50 FT FROM BACK BLDG. LN. ---. BACK_1,_7-4.,41-, 0, 0 0.3-7---0,-I-1-Q. FRONT 1,74,41, 0, 0 - 0.37._ 0.32.. 0.00 ._ J ENDPOST # 1 1,74,41, 0, 0 ... 1.24 _._-2.48 .___. 0.00 -AL 8.50 FT -FROM BACK BLDG. LN.__ _SUMMARY jQEJBAS,E PLATES:_.. ?' SIDE <------ BASE PLATE DATA,----- --> <------ ANCHOR BOLT DATA --77-77:? WELDING MARK NO. WIDTH TK LENGTH NUMBER SIZE BLR PATTERN BACK BP-AO8310 8.00 X 3/8 X 10.00 (2) 3/4 DIA. A36 0.32 3/16"/4" ) --_ -FRONT BP -A08310 8.00 X 3/8 X 10.00 (2) 3/4 DIA. A36 0.32 3/16"/4" ENDPOST # 1 SP-AO8310 . 8.00 X 3/8 X 10.00-, . (2) 3/4 DIA. A36•_-_ 3.89_,.„ _. 3/16'/4 i - ENDPOST # 2 SP-AO8310 8.00 X 3/8 X 10.00._ (2) 3/4 DIA. A36 _ 3.89 _ .3/16"/4" _ BOLTED CONNECTION DATA: ------ JDATA ------>I<-------- ----- BOLT - --- DATA -------------->I- �� - MEMBER T I OUTSIDE - INSIDE I CONNECTION CAPACITY_ i k I TK WD LENGTH .- I SI IE #ROWS 4 -BOLT #ROWS 4-60LT I TYPE _ MARK #. ___OUTSIDE INSIDE __3/-8 X 6_0 X 0!=9_1/ -I 1/2" DIA A325 1 NO 1 'NO I EXT IK06309411 68.0_"K- 68.0 5, 6 2 I 3/ 8 X 6.0 X 0'- 9 1% 2 13/4" DIA A325 1 NO 1 NO I EXT 3806309411 81.3 "K 81.3 "K INTERIOR I COLUMN CONNECTION PLATES 11/2" OIA A325 1 NO 1 NO I EXT IK06309411 68_.4 "K 68.4 "K p"' FLANGE BRACING REQUIREMENTS: BACK SIDE OF FRAME RIDGE TO EAVE: MEMBER- tR _ _ _ 5_ __-___ 5 __ 3 LOCATION 1'- 5 0/16 6'- 6 0/16 111- 6 0/16 15'- 7 3/ 8 19'- 8 3/ 4 DEPTH a FB 0.5000 8.5000 0.0000 8.5353 0.0000 - 7 FB MARK 1tGFB2074 --__-NOT REQ O_-- NOT REQ _D GF62074__-_- NOT _REQ -D VARCO-PRUDEN FRAME FLANGE BRACE DATA A UNIT OF AMCA INTERNATIONAL'CORPORATION FRAME NO. 6 FLANGE BRACING REQUIREME14TS: - i�,l VARCO-PRUDEN ENOWALL FRAME DESIGN SUMMARY JOB 43821 A A UNIT OF AMCA INTERNATIONAL CORPORATION PAGE: r-7 � FRAME - NO. 6 DATE:12-11-89 ACTUAL FORCES A C T U A L A L L O W A B L E STRESS CONDITIONS MEM CRIT STRESS LOAD DEPTH AXIAL SHEAR MOMENT AXIAL SHEAR BENDING AXIAL SHEAR BENDING SUM - ----- aA -LOCAT.ION(FT) _--CASE-(_IN-)--(-KIPS.)-(KLP_S_)_(.KIP IN.)__-_-S._7_R_E-_S_S. 'q_T_R_E._.S_SI-COMBINED-I-SH EAR_ I-.-� FRAME SIDE 1 -- - 1 --- -- ___5.51 -2- 8.5 -0..2 ^.-0-11..1-_-0..50-0.00--6.5.0-1.1-.2.0-6.44-27-03-11-0..285-1.-0..00.0-1 FRAME SIDE 2 - •1 2 4.99 1 8.5 0.2 -2.0 -77.4 0.11 2.41 20.55 32.93 15.23 21.08 0.975 1 0.158 1 -. -3-.---. __.-_2..47 __-1 8..5 0.� -L.J:-145..5_ 0..0E-1...83-21.6; 2-93_1-2...6.9.-27 42___J-0..789 1-0.144-1 4 0.00 1. 8.5 -0.3 3.2 -145.5 .0.13 2.23 21.63 .17.38 .12.69 __ 27.42 .I 0.796 1_0.175 1 5 0.00 1 8.5 -0.2 2.5 - -58.7 0.25 .3.96 19..82-- 11.10- 9.44 - 20.69 -.I 0.980 1 0.420 1 6 0.00 1 8.5 -0.2 -2.5 -58.7 0.25 -- 3.96 19.82 11.10 9.44 20.69 I 0.980 1 0.420 7 0.00 1 8.5 -0.3 -3.2 -145.5 0.13 2.23 21.63 17.38 12.69 27.42 i 0.796 1 0.175 8...5 ^.2 2•16 -1_45._5_____O..08 1 . Al .2.1..63-32_.93._12..69_-27.4.2-I-0.189 1-.0.1_49-I 9. 4.99 .-_ __. _ 1 __._8.5___.__0.2---2.0.--7_7.4-__-0.11. -2.41--20.55---32..93-15.23.--21.08- 1- .0.975.. .1 0.158 FRAME SIDE 4 _ - -•... .. - - - _._. __ ...- -- ---- -- - - - --- --10^.9.6-0..-00-6.5.1-11.20-6._44�L.0.3-I-0..326-1-0._00.0__l END POSTS FRAME SIDES 5, 6 AND 7 FOLLOW: (� FRAME SIDE 5 8.5-5-.4 0.._G -0..5_12._70-0.._01-0...24-X6-.3.6-4..-8.3---2-4,.3-0--A-O.-7-8.7 L-0-012- FRAME SIDE 7 12 7.19 .. 1._ .8.5 -5.9-.. 0.0 -0.5 12.70 0.01,.. 0.24 .16 .36....4. 83 ..24..30_._1 0.787 10.002 1 Iii - i�,l 10 VARCO-PRUOEN FRAME DESIGN - INPUT CONDITIONS JOB: 43821 A i A UNIT OF AMCA INTERNATIONAL CORPORATION na PAGE: JOB_ --•• _. 43821 --A -- - ----- - - - - --DATE:-12 _11 _89 -- BUILDER MODERN BUILDING COMPANY 2" ---- - PROFIT CENTER: CALIFORNIA CUSTOMER. GENF CAMP � L 2� 3 MAXIMUM GIRT SPACING IS 6' 9 3/ 4" f•; - JOD-SITE., GI.T.Y--CRICO, CALIF_Da`1IA--_.---__---,_--_____-_ BUILDING DESCRIPTION: ,. - BACK SIOEWALL GIRT SPACINGS (, BASE TO EAVE.-),,,,, EE -T-.& ANCH E S_____O EC..-E-T----aE...-IN..------i4E.T.ER-S- ---..� -- 'FRONT SPAN = 401- 0 0/16 40.0000 480.0000 12.192 , BACK SIOEWALL HEIGHT = 12'- 0 0/16 12.0000 144.0000 3.658 Izt -F.RO.J7-S.IO�WALL_HEIG.HT=12_'=0- 0/16 _12-..0000 L44._QQQO -_3_._(158 - - BUILDING LENGTH = 75'- 0 0/16 75.0000 900.0000 22.960 _�o� ' RIDGE FROM BACK BLDG LN= 20'- 0 0/16 20.0000 240.0000 6.096 _.___ELEVATION_ OF_ERONT.-COL.=__._-_0'_-._9___0/16----O..00.0.0----O.D-O.QO---0._000 _------__---____--_--_--_-_-` BACK ROOF PITCH = 1.0000 12 FRONT SIOEWAL_L GIRT SPACINGS ( BASE TO EAVE ) FRONT ROOF PITCH = 1.0000 12"j LOADING: ADO'L DEAD = 0.00 PSF ( TOTAL DEAD LOAD = AOD'L DEAD +_2 PSF_(PURLINS t -SHEETING) f -FRAME WEIGHT = 2.67 PSF) "I • LIVE = 20.00 PSF I` BACK -_- WINO -____=-13.08 PSF - DIMENSION FROM BLOG. LN. TO EAVE PURLIN IS 0' 3 - u, • THE ABOVE LOADS COMBINED WITH ANY SPECIAL LOADS APPEAR IN 3 LOAD CASES AS DESCRIBED BELOW: - ----------- - -------DIMENSION FROM PURLIN TO FIRST INTERIOR PURLIN -- ----- --STRESS LOAD CODES <-------------------------------- ------------ DESCRIPTION -------------- ------ j 1,35, 0, 0, 0 DEAD LOAD + LIVE LOAD W/TRIB RED+ + _._ -. + 1.00 j ) _--1,11,41,, 0-, 0 DEAD LOAD + 86MBMA WINO BACK(I) + MBMA EP SUCTION + + 1.33 I-) 1,74,41, 0, 0 DEAD LOAD + 86MOMA WIND BACK(II)+ MBMA EP SUCTION + _ + 1.33 2 PURLIN SPACES AT 5' 0 0/16" BAY SPACINGS FOLLOW: (BACK SIDEWALL LEFT TO RIGHT) _ ___ __"•i i 3 BAYS AT 25' 0_ -0/16" BETWEEN FRAME LN. __ _ 1. AND FRAME -lN. 1^i ) _______ BUILDING LENGTH IS 75' 0 0/16" ------i�l FRONT PURLIN AND GIRT DATA FOLLOWS: na BACK SIDEFALL GIRT DATA - DIMENSION FROM BLDG. LN_ TO OUTSIO_E COLUMN FACE IS C' 8 1/ 2" MAXIMUM GIRT SPACING IS 6' 9 3/ 4" ,. - BACK SIOEWALL GIRT SPACINGS (, BASE TO EAVE.-),,,,, ---..� -- 'FRONT C 7' 2 1/ 4"-r._._ 4' 9 3/ 4" r- --_j '. SIOENALL GIRT DATA - DIMENSION FROM BLDG. LN. TO OUTSIDE COLUMN FACE IS C' 8 MAXIMUM GIRT SPACING IS 6' 9 3/ 4" _------__---____--_--_--_-_-` FRONT SIOEWAL_L GIRT SPACINGS ( BASE TO EAVE ) C 7' 2 1/ 4", 4' 9 3/ 4", I` BACK SLOPE PURLIN DATA - DIMENSION FROM BLOG. LN. TO EAVE PURLIN IS 0' 3 3/ 8" -------DIMENSION FROM PURLIN TO FIRST INTERIOR PURLIN IS 4' 1 3/ 8" -EAVE SECOND PURLIN SPACE IS 4' 1 3/ 8" 2 PURLIN SPACES AT 5' 0 0/16" - ------ --------- --RIDGE SPACE IS 1' 6 0/16" ---- --- -- ------i�l FRONT SLOPE PURLIN DATA - DIMENSION FROM BLDG. LN. TO EAVE PURLIN IS 0' 3 3/ 8" DIMENSION_ FROM EAVE PUP.LIN TO FIRST INTERIOR PURLIN IS 4' 1 3/ 8"- SECOND PURLIN SPACE IS 4' 1 3/ 8" -- -_• 2 PURLIN SPACES AT 5' 0 0/16" SPACE IS 1! 6 . 0/16" ---- ---- ----- -- - -- -- -- .. i� VARCO-PRUDEN FRAME CESIGN - INPUT CONDITIONS JOB: 43821 A A UNIT OF AMCA INTERNATIONAL CORPORATION PAGE: - - - -- - --- - -DATE _1.2--11_89— NUMBER OF FRAMES_FOR..THIS JOB DESIGN. IS 1 FRAME NUX3EP• ASSIGNMENT BY FRAME LN.: 6, 1, 1. 7, i POST AND BEAM ASSUMED AT FRAME LINE. I _ POST ANO'. BEAM. ASSUMED AT- LAS T -FRAME -LINE _ 4--_ BACK SIOEWALL COLUMNS ARE STANDARD (OUTSIDE FLANGE IS VERTICAL) FRONT SIDEWALL COLUMNS ARE STANDARD (OUTSIDE FLANGE IS VERTICAL) cHE_ l0P_S__OE_THE__INTERIOR_COLUMNS .ARE RELEASED "I RAM_ DESIGNED UTILIZING WES STIFFENERS AS REQUIRED MAXIMUM ALLOWASLE SUM PERCENT = 1.030 —.-NOP. MAL -TAPER ED -MEM BE R -DES I GN _.FOR._BACK_CO LUMN NORMAL TAPEREC MEMBER DESIGN FOR FRONT COLUMN '! BACK COLUMNBOLTED AT TOP OF COLUMN - STANDARD LOCATION �.I :'.,:• FJ3DN.T_COLUMN_BOL.Tf-D_1aL TOP.-OF_CO.LUMN_--S.TANDARO.TOCA-TLO % FRAME IS DESIGNED AND DETAILED FOR SYMMETRY..ABOUT..THE..RIOGE _S.P_EC.IAL_f_RAM_.DATA _FO__R THE-1_FRAM.E_FOLLORS.*__ )' SYMMETRY = YES I SHAPE CODE = RF SELECTED BY PROGRAM i DESIGN CODE = YS AUTO DESIGN FRAME i DEF CODE = 0 1=MIN. I .. _ .-. - 1 .._LOADING: 0.00 ADDITIONAL DEAD LOAD 2=MAX. I NUMBER OF SUPPORTED POINTS _ - _ .. ..2 1 _ 2.00_PURLINS E SHEETING - 3= INI..--I---fdUb.S.ER-O.F-S-P-F-C.I.AL --- 8.E"_E_F_&EL_E.A 5 ES HEETING..3_INI...__I—fdUC1.S.ER_O.F_SP-FC.I.AL-�1-E"E.E-$EL_EA5E_S 0 I 0.67 FRAME DEAD LDAO I_ I NUMBER OF INTERIOR COLUMNS 0 I TOTAL DEAD 2.67 PSF )' AVG BAY SPACE 25.00' 1 NUMBER OF MEMBERS 4 I LIVE 20.00 PSF I—I4UMB_ER_OF C.EILT_ER_L.IB J_OiNL�nTNIS 5 1 NI.N0___13. 8 PS.FF THIS FRAME REQUIRED ON FRAME LINES . BOUNDARY DATA: --------- -- ------ - -- ' •'j 1' POINT X -SUP Y -SUP M -SUP X-DISP Y-DISP ROTATION ') ---_.1-__.._1__-1— 0 Q.00OQIN_• 2.000OILJ. O.000OI-�l/IN_O�RA�IANS 5 1 1 0 0.000OIN. 0.000OIN. O.000OIN/IN OR RADIANS 1'i_THE_FO.ILONI.NG_-C-LE,ARANCe_QA.TA..APpIIE-S-T_0 FRA- E--NU1i_eEg 1 - r !' VERTICAL CLEARANCE AT BACK HAUNCH 10' 4 0/16" t{ORI_ZONIAL _CLEARAJJCE BETNEEN EXTIOR COLUMNS 36' �0/1�" �x VERTICAL CLEARANCE UNDER FRAME AT RIDGE 12' 2. 7/16" ' VERTICAL CLEARANCE AT FRONT HAUNCH 10 4 0/16" i (" f` VARCO-PRUDEN FRAME CESIGN - INPUT CONDITIONS i. JOB: 43821 A H UNIT OF AMCA INTERNATIONAL CORPORATION PAGE: a )='/o - --------------- DATE -1.2=11_8.9. MEM3ER DATA: Ii HEM FLANGE NEB DEPTHS LENGTH ANGLE WEIGHT JOINT NOS FLANGE WEB _KL XX K LYY .LB SPLICE CODES j TK WIDTH TK 1 - 2 (FT) --(CEG) .(POUNDS) 1 - 2 .. YIELDS.. -- . (FT) _ (FT) .___(FT) _.. J1__ J2 I' .—F RA ME -SIDE-_ 1--- 1 3/16 5.0 1/ 8 7.00 13.00 11.348 270.000 119.6 1 2 50.0 50.0 15.53 SET BY QEG SPACE BP KN 3 FRAME" SIDE 2 i`'• -_.-2—.3/.16-5.0 1/ 8-.13..00_-9...0D-14_.359_.184..265 71.5..3--7 15.0__0-5.0...0-18.33-SELBY_R"_S.PkC.E—KN--SP FRAME SIDE 3 - - .. _ . . . . -..._. _. . ... - . I 3 3/16 5.0 1/ 8 13.00 -9.00 19.359 175.236 215.3 4- 3 50.0.50.0..__ 18..33 .SET BY P&G -SPACE KN. SP -.-FRAME --- SIDE -4 4 3/16 5.0 1/ 8 7.00 13.00 11.348 90.000 119.6 5 4 50.0 50.0 15.53 SET BY PGG SPACE BP KN a y, `sI I ) j-! lYi a ) VARCO-PRUOEN A UNIT OF AMCA INTERNATIONAL CORPORATION FRAME NC. 1 SUMMARY OF REACT 01'5' REACTION SUMMARY / BASE PLATE SUMMARY JOB: 43821 A PAGE: d F II DATE: 12-11-89 I .� I r . _..LOAD.__C.OMSINATI.ON—HDRIZONTAL—V.E.RT.I.CAL _MON.ENL—_ ---_- +, BACK 1,35, 0, 0, 0 3.63 7.33 0.00 2, i _ 7. 33__O.._O0--- I -- -- - ---J`. ONE YES BACK 1,11,41, 0, 0 -3.43 -5.06 0.00 2 COL./HAUNCH FLG EX O.49__., _ 12.625_. _._ ... •_.__-------.---------------FRONT---.-1 r-l.l.r_41.r _Q, 0 Q•Sc8 -3..06 O. QO .2. 3/._8 --- -- -- � rI BOLTED BACK 1,74,41, 0, 0_ __.. -2.90_. -2.44 _ __.0.00 _. —I ---SUMyA.RY O.F-BAS.E__P_LA.T_ES ^.-- - -----J—PLATE 7 SIDE <------ BASE PLATE_DATA------- >__-__...<--- _-_ ANCHOR_BOLT .DATA ------> ....._ WELDING _ _. __--_--__---- __AARkA10. y_IOT.8�J(-_L_ENGTH NUMBER SIZE OUTSIDE @LR PATTERN CONNECTION CAPACITY i 0 ( TK WO LENGTH. 1 SIZE_' #ROWS_4-BOLT #ROWS, 4 -BOLT I BACK BP -A08308 8.00 X 3/8 X 8.00 (2) 3/4 DIA. A36 5.03 OS -3 ) -, -_--. FRONT 8P -A08308 8.00 X 3/8 X 8.00 (2) 3/4 DIA. A36 5.03 OS -3 - 550.7 "K WEB STIFFENER REQUIREMENTS: Z, 3 1 I 5/ 8 X 6.0 X 1'- 1 0/16 13/4" DIA A325 2 NO 1 NO I MEMBER STIFFENER DESCRIPTION LOCATION WEB DEPTH H/T A/H A I STIFFENER SIZE SIDES WELDING DETAIL I 2 I 4/ 8 X 6.0 X 0'-10 1/16 13/4" )' NUMBER NO 2 (FT) (IN) RATIO RATIO (IN) I TK WIDTH L - S ? I 253.1 "K ;) 2, 3 1 DIAGONAL KNEE STF. _ _ I 3/16__X . 2 3/, 8 ONE YES _ t " 2 COL./HAUNCH FLG EX O.49__., _ 12.625_. _._ ... i 3/16-_X .2. 3/._8 BOTH STD.. CK -OK _ . YES BOLTED CONNECTION DATA: - -----J—PLATE DATA --------> I <------------- SOLT DATA -------------> 1 MEMBER T I I OUTSIDE INSIDE I CONNECTION CAPACITY i 0 ( TK WO LENGTH. 1 SIZE_' #ROWS_4-BOLT #ROWS, 4 -BOLT I TYPE MARK # OUTSIDE INSIDE X 1'- 2 0/16 j 3/4" DIA A325 2 NO 1 NO I EXT 3806514_021 550.7 "K 377.6 "K Z, 3 1 I 5/ 8 X 6.0 X 1'- 1 0/16 13/4" DIA A325 2 NO 1 NO I FLUSH 3A06513021 550.7 "K -_ 377.6."K 2, 3 2 I 4/ 8 X 6.0 X 0'-10 1/16 13/4" DIA A325 1 NO 2 NO I EXT 3BO6410012 195.1 "K 253.1 "K FLANGE BRACING REQUIREMENTS ; BACK SIDE OF FRAME RIDGE TO EAVE: MEMBER Y, 2 2 2 2 2 - LOCATION ___l'-.6 0/16 61- b 0/16 11'- 6 0/16 15- 7 3/ 8 191- 8 3/ 4 ' DEPTH a FB 9.3414 10.4816 11.6218 12.5602 0.0000 _ FB MARK 1< F92050 NOT REQ D NOT REQ 0 FB2064 NOT REQ 0 VARCO-PRUDF.N FRAME FLANGE BRACE DATA JOB: 43821 A UNIT OF AMCA INTERNATIONAL CORPORATION FRAME NO. 1 FLAAGE BRACING REQUIREMENTS: BACK SIDE OF FRAME EASE TO SAVE: -_-...-MEMBER-i_ LOCATION 7'- 2 1/ 4 DEPTH @ F8 11.2084 ---___FB_..MARK_# -EB2014 !`I 1 v VARCO-PRUDEN FRAME DETAIL DESIGN SUMMARY JOB: 43821 A A UVIT OF AMCA INTERNATIONAL CORPORATION PAGE: ♦ Fr3 r FRAME NO. _ 1_ -------------- --- --- ----- -DATE-. 12=11=89 ACTUAL FORCES A C T U A L A L L C W A B L E STRESS CONDITIONS LOCATION MEM LOAD AXIAL SHEAR MOMENT AXIAL SHEAR BENDING AXIAL SHEAR BENDING I SUM % I % _-1--CASE_-DEPLH-(K.IP_SJ-(-KLP_S)-(K.IP_.LN) S T-R-E-S._S _-5 T -R -E. -S I-GOMB LNED_l-SHEAR- 1_ -_-= ; FRAME SIDE 1 _ AT 10.35 FT 1 1 13.0 -7.4 -3.4 -428.4 2.1 1.97 27.98- 25.34 -5.44 ...30.00 I 1.002 10.209 1 _.FRAME- .SIDE --2 ----- -- - __- AT 0.49 FT 2 1 13.0 -4.2 6.2 -415.5 1.2 3.56 27.14 25.59 9.44 30.00 1 9.944 1 0.377 i !� FRAME SIDE 3 _ -AT--0.49-FT __ -6...2-_415..5--1-2-3..56-2.L14-25_.59_ 9._4.4-.-3-0..00-1-x.-9_44-1-0...3.7.7-1--A--!' FRAME SIDE 4 ... _ - !.i AT 10.35 FT 4 1 13.0 _. -7.4 3.4. -428.4 2.1 1.97 27.98 - 26.34. 9.44 30.00 1 1.002 1.0.209 I " LOCATION X -COR Y -COR DEP AREA RX RY LX LY 1 LY 2 KLX KLY1 KLY2 SX LB 1 RT 1 L8 2 RT 2 QS QA CB 1 C8 2 j MN DIST (FEET) (IN) (IN2) (IN) (IN) (IN) (IN) (IN) RX RY RY (IN3) (IN) (IN) (IN) (IN) _.__.FRAME -SIDE -1 1 10.35 1.25 10.35 13.00 ..,3.57 _.5.28 -1.05.__124.3 -38.0-11-8-35.3-36.3 _.11.3-._.15.31__.38.0-1.29..__11.8. 1.29_.1.00 1.00 1.17 1.01 'r FRAME SIDE 2 _ _ .. .. --- --- .. ... _ - ----• -- -._. _- .....----. _. - .---.. ._. .. - - - ----..__ - __ _ ...... _.... .-- - _-2-.C._49_-1.75-1Q�89s3..001-57 -78-1.._05-22-0__0-11..8-33-0 41.7-11...3_31.5_-15..31_1.1..3�.29-33...0-L29-1._OD-1..00-1.OL1..2.T °I FRAME SIDE 3 1 3 0.49 1.75 10.85 13.00 3.57 5.28 1.05 220.0 11.8 33.0 41.7 11.3 31.5 15.31 11.8 1.29 33.0 1.29 1.00 1.00 1.01 1.27 -_-FRAME-_SIDE- 4---.. 4 10.35 1.25 10.35 13.00 3.57 .5.28 1.05 124.3. 38.0 11.8 -35.3 . 36.3 .11.3 15.31. 38.0 1.29. 11.8 1.29 1.00 1.00 1.17 1.01 k� -10 7=3 0 5 m O cc 0 z 05 m z IM to. 0 :. r��� ; �o� ,vii �/�•s�-: ST-�9-�� S y 9, = of DL = so'io' 7LA-10Y w =Asa P, (225) /, 5 117,/zz-9 SREa 2 , �- 86 of-," 3 4 - S -a¢ 1",.e;" K-- –Wt No. 7701 �XPiia�s sT civet \ �F QF CAIe���ii e � S -------..... ... i � = LIIN�i� elS�P%Go S j �O x � X �� foR SfRin1G-+E2 •c1SE i�vrr/Ims-r ST- j� ,,� 3 /a , ,�i� e��/ �c c /2" 3938 �ojeN�•. ,,j� X .� GUFLDGp ro ffree ,�, �.–� r • � � . - � . Z f 2 �i X ..... i, 7DP o� , .39. a s8' z- //g I V ,Bd4.r 09 L14&f "covc. L,4NO114G 6y Org E2 f A.—w- P✓G E wj off. 9J = /3 071- 28 T moo-: 410- 4.4 Co- Y CvlZ5. daLrs,a 1-�oLO Jj'A/Ru/a3r /r/ P40460' 54/,r 101GK V r. 2,0 (4) /, 2 5 _ /4yl oo n � SrA�ch'-�oN S ,,,S5414 s mo9X, Stoqc1NG U = 6 � p 1/ (/50) oa e'20) = Igo di _ /20 (42) - s040�,�c .3 //�/O "X .3% ,( . Iib 'OS 7- S' = 2, 45 w, 3 Z-6' w =20 w = 20% 2��c�ov 65 rr S w D,/o¢ 0, �2(w4. IgD � 4, 79 / ,4 <7, s): 9�6, 25 s F AJ /0 = 26,'25 (/50) = J%3,5 * �4 = i � . L%sc .3 //�/O "X .3% ,( . Iib 'OS 7- S' = 2, 45 w, 3 �%m�,c = /50 �/. •7 r> � _ 27 Seo /S75 r � l�sc x x 2 0 �; G w/ 3 ,41f. �O _`- L�sc 2 �6 � 2 �•x /2 0 w,/e3- '�.� E� • cc/A r e 504-oaog.(srANc ft/ vP4 r --i sIvr / or 2 /-- /8 — ri / -/0 89 -e. er4�z!�,C'1 PJO. 770 *Exp.i AA --U / ' l sl9j civiOF �� _ 80.54 - d. ! o 40 ----��'-� � - g�' 2- *-3 x !0" oA1?s w6'4oco 7o /344cx45 75 (,70 7) //.300 749,, .779 x/02' .S�r2o�2 RECTANGULAR TUBE TABLES (Continued) r - Y Mnjor /Axis (Y -Y) Minor Axis (X.X) Wall Mom. of Section Radius of - Mom, of Section _ Radius Thickness t Arra Size Inches 8. .6 Inch (A) In.r Welg 'ht Lb./Ft. Inertia in., Modulus G ration �r) hrertia Modulus of Gtr) (1) (Z) In.r in. (1) in.4 (Z) in., �r) in. 1.000 x 1.375 (12).109 4702 1.5988 .0685 .1370 ,3817 .1158 (1 x 1%) (11).120 .5124 1.7422 .0731.1462 .3777 .1241 .1684 .1805 .4963 (10).134 .5647 1.9199 .0784 ,1568 ,3726 .1339 .1948 .4921 (9).148 .6154 2.0923 .0832 .1664 .3677 .1430 .2080 .4870 .4821 1.000 x 1.500 (20).035. .1701 .5783 .0292 .0584 .4143 .0547 (1 x 1%) (18).049 .2354 .8003 .0393 .0786 ,4086 .0741 .0729 .5671 (16).065 .3081 1.0475 .0498 .0996. .4020 .0948• .0988. .5611 (14).083. .3874 1.3173 .0605 .1210. .3952 .1163 .1264 .5547 (13).095 .4389 1.4923 .0670 .1340 .3907 .1295 ,1551 .1727 .5479 .5432 (12).109 4975 1.•6914 .0739 1478 .3854 .1439 .1919 (11).120 .5424 1.8442 .0789 .1578 .3814 .1546 .2061 .5378 (10).134 .5982 2.0338 .0848 ,1696 .3765 .1672 .5339 (9)•148 .6524 2.2181 .0900 .1800 .3714 .1789 .2229 .2385 .5287 .5237 1.000 x 1.625 (20).035 .1788 .6081 .0313 .0626 .4184 .0662 (1 x 1 (18).049 .2476 .8420 .0420 .0840 .4119 .0899 .0815 .1106 .6085 (16).065 .3243 1.1028 .0533 .1066 .4054 .1153 .1419 .6026 (14).083 .4082 1.3879 .0649 .1298 .3987 .1418 .1745 .5963 .5894 (13).095 4626 1.5730 .0719 1438 .3942 .1581 (12).109 .5247 1.7841 .0793 ,1586 .3888 ,1761 .1946 .2167 •5846 (11).120 .5724 1.9462 .0848 .1696 .3849 .1893 .5793 (10).134 .6317 2.1477 .0911 .1822 .0666 .3798 .2052 .2330 .2526 .5751 .5700 1.000 x 1.750 (20).035 .1876 .6378 .0333 .4213 .0791 (1 x 13/4) (18).049 .2599 .8836 .0448 .0896 .4152 .1078 .0904 .6493 (16).065 .3406 1.1580 .0568 .1136 .4084 .1383 .1232 .6440 (14).083 .4289 1.4584 .0693 .1386 .4020 ,1704 ,1581 .1947 .6372 .6303 (13).095 .4864 1.6538 .0768 .1536 .3974 .1903 (12).109 .5520 1.8767 .0848 .1696 .3920 .2123 .2175 .6255 (11).120 .6024 2.0482 .0906 ,1812. .3878 .2285 .2426 .2611 ,6202 (10).134 .6652 .1963 2.2616 .0974 .1948 .3827 ,2480 .2834 .6159 .6106 1.000 x 1.875 (20).035 .6676 .0353 .0706 .4241 ,0936 (I x 1%) (18).049 .2721 .9253 .0476 .0952 .4183 .1276 .0998 .6905 (16).065 .3568 1.2133 .0604 .1208 .4114 .1641 .1361 .1750 .6848 (14).083 .4497 1.5290 .0737 .1474 .4048 .2025 .2160 .6782 .6710 (13).095 .5101 1.7345 .0817 1634 .4002 .2264 (12).109 .5792 1.9694 .0903 .1806 .3949 .2528 .2415 .6662 (11).120 .6324 2.1502 .0964 .1928 .3904 .2725 .2697 .6607 (10).134 .6987 .2051 2.3755 .6973 .1038 .0373 .2076 0746 .3854 .4265 .2962 .2907 .3159 .6564 .6511 1.000 x 2.000 (1 x 2) (20).035 1095 .1095 (18).049 ,2844 .9669 .0503 ,1006 .4206 .1494 .7307 (16).065 .3731 1.2685 .0640 .1280 ,4142 .1926 .1494 .7248 (14).083 .4704 1.5995 .0780 .1560 .4072 .2379 .1926 .7185 12 (13).095 .5339 1.8153 .0866 .1732 4027 .2664 .2379 .2664 .71 .7064 (12).109 .6065 2.0620 .0957 .1914 .3972 .2979 (11).120 .6624 2.2522 .1023 .2046 .3930 .3213 .2979 .7008 !• (10).134 (9).148 .7322 2.4894 2.7213 .1101 .2202 .3878 .3498 .3213 .3498 .6965 .6912 ,8004 .1171 .2342 .3825 .3764 .3764 .6858 1.000 x 2.125 (20).035 .2138 .7271 .0394 .0788 .4293 (1 x 2%) (18).049 .2966 1.0086 .0531 .1062 ,4231 .1271 .1737 .1196 .7710 (16).065 .3893 1.3238 ,0675 ,1350 .4164 .2240 .1635 .7653 , (14).083 .4912 1.6701 .0824 .1648 ,4096 ,2772 .2108 .7586 (13).095 .5576 1.8960 .0915 .1830 .4051 .3107 .2609 .2924 .7512 •7465 1? (12).109 6337 2.1547 .1011 .2022 .3994 .3478 (11).120 .6924 2.3542 .1081 .2162 .3951 .3755 .3273 .7408 (10).134 .7657 2.6033 .1164 .2328 .3899 .4090 .3534 .7364 (9).148 .8374 2.8471 .1239 .2478 .3847 .4408 .3849 .7309 ' (8).165 .9223 3.1360 .1321 .2642 .3785 .4768 ,4149 ,4488 .7255 1.000 x 2.250 (20).035 .227.6 .7568 .0414 .0828 .4313 .7190 (1 x 2%) (16).049 .3089 1.0502 .0558 .1116 .1463 .1300 .8107 (16).065 .4056 1.3790 .0711 .1422 .4250 .2002 .1780 .8051 1 (14).083 ,5119 1,7406 .0868 .1736 .4187 .4118 .2585 .3202 .2298 .2846 .7983 , ; (13).095 (12).109 .5814 1.9768 .0963 .1926 .4070 .3592 .3193 .7909 '•t (11).120 .6610 2.2473 2.4562 .1066 .2132 .4016 .4025 ,3578 .7860 .7803 (10).134 .7224 .7992 2.7172 .1140 .2280 .3973 4349 .3866 .7759 .1228 .2456 .3920 .4743 .4216 .7704 ' (Continued) RECTANGULAR TUBE TABLES Major Axis (Y -Y) Minor Axis (X -X) Wall --- - Radius '. Thickness Radius (t) Area Morn. of Section of Mom. of Section of Size Inches B.W.G. & inch (A) in.3 .1351 WeiP ill Lb./Ft. .4593 Inertia Modulus G ration (1) in.r (Z) in.3 �r) in. 0131 .0349 .3114 Inertia (1) in.- Modulus (Z) In.r Gy ration (r) in. .750 x 1.250 (20).035 .0290 .0464 .4633 x 1%) (18).049 .1864 .6337 .0174 .0464 .3055 .0390 .0624 .4574 (16).065 .2431 .8265 .0218 .0581 .2995 .0495 .0792 .4512 (14).083 .3044 1.0351 .0260 .0693 .2923 .0601 .0962 .4443 (13).095 .3439 1.1693 .0284 .0757 .2874 .0665 .1064 .4397 (12).109 .3885 1.3208 .0310 .0827 .2825 .0733 .1173 .4344 (11).120 .4224 1.4362 .0328 .0875 .2787 .0783 .1253 .4306 .750 x 1.375 (20).035 .1439 .4891 .0142 0379 !3141 .0366 .0532 .5043 x 1%) (18).049 .1987 .6754 .0188 .0501 .3076 .0494 .0719 .4986 (16).065 .2.594 .8818 .0237 .0632 .3023 .0628 .0913 .4920 (14).083 .37.52 1.1057 .0283 .0755 .2950 .0765 .1113 .4850 (13).095 .3f, 7 7 1.2500 .0309 .0824 .2.899 .0848 .1233 .4802 (12).109 .4158 1.4135 .0338 ,0901 .2851 .0938 .1364 .4750 (11).120 .4524 1.5382 .0358 .0955 .2813 .1003 .1459 .4709 .750 x 1.500 (20).035 .1526 .5188 0153 .0408 .3166 .0453 .0604 .5448 N x IVO (18).049 .2109 .7170 .0204 .0544 .3110 .0612 .0816 .5387 -�. (16).065 .2756 .9370 .0256 .0683 .3048 .0781 .1041 .5323 (14).083 .3459 1.1762 .0307 .0819 .2979 .0954 .1272 .5252 (1'3).095 .3914 1.3308 .0335 .0893 .2926 .1060 .1413 .5204 (12).109 .0366 .0976 .2874 .1 1 75 .1567 .5150 .4430 1.5061 (1 1).1 20 .4824 1.6402 .0388 .1035 .2836 .1259 .1679 .5109 (10).134 .5312 1.8060 .0413 .1101 .2788 .1358 .1811 .5056 (9).148 .5784 1.9665 .0433 .1155 .0440 .2736 .1449 .1932 .5005 .750 x 1.625 (20).035 .1614 .5486 .0165 .3197 ,0551 .0678 .5843 (% x 1%) (18).049 .2232 .7587 .0219 .0504 .3132 .0747 .0919 .5785 (16).065 .2919 .9923 .0275 .0733 .3069 .0956 .1 1 77 .5723 (14).083 .3667 1.2468 .0330 .0880 .3000 .1170 .1440 .5649 (13).095 .4152 1.4115 .0361 0963 .2949 .1303 .1604 .5602 (12).109 .4703 1.5988 .0395 .1053 .2898 .1447 .1761 .5547 (11).120 .5124 1.7422 .0418 .1 1 15 .2856 .1553 .1911 .5505 (10).134 .5647 .1701 1.9199 .0445 .1187 0469 .2807 .32.17 .1678 .2065 .5451 .750 x 1.750 (20).035 5783 .0176 0662 .0757 .6239 (1/ x PO (18).049 .2354 .8003 .0234 .0624 .3153 .0900 .1029 .6183 (16).065 .3081 1.0475 .0294 .0784 .3089 .1153 .1318 .6117 (14).083 .3874 1.3173 .0353 .0941 .3019 .1415 .1617 .6044 (13).095 .0387 .1032 .2969 .1578 .1803 .5996 .4389 1.4923 (12).109 .4975 1.6914 .0423 .1128 .2916 .1755 .2006 .5939 (1 1).1 20 .547.4 1.8442 .0448 .1195 .2874 .1886 .2155 .5897 (10).134 .5982 .1789 2.0338 .0478 .1275 .2827 .2042 .2334 .5843 .750 x 1.875 (20).035 .6081 .0187 .0499 .3233 .0788 .0841 .6637 M x I%) (18).049 .2477 .8420 .0249 .0664 .3171 .1072 .1143 .6579 (16).065 .3244 1.1028 .0313 .0835 .3106 .1374 .1466 .6508 (14).083 .4082 1.3879 .0376 .1003 .3035 .1691 .1804 .6436 (13).095 462.7 1.5730 .0412 .1099 .2984 .1888 .2014 .6388 (12).109 .5248 1.7841 .0451 .1203 .2932 .2103 .2243 .6330 (11).120 .5724 1.9462 .0478 .1275 .2890 .2263 .2414 .6288 (10).134 .6317 2.1477 .0509 .1357 .2839 .2453 .2617 .6232 .750 x 2.000 (20).035 .1876 .6378 .0198 .0528 .3249 .0926 .0926 .7026 x 2) (18).049 .2599 .8836 .0264 .0704 .3187 .1262 .1262 .6968 (16).065 .3406 1.1580 .0333. .0888 .3127 .1622 .1622 .6901 (14).083 .4289 1.4584 .0399 .1064 .3050 .1998 .1998 .6825 (13).095 4864 1.6538 .0438 .1168 .3001 .2233 .2233 .6776 (12).109 .552.0 1.8767 .0479 .1277 .2946 .2491 .2491 .6718 (11).120 .6024 2.0482 .0508 .1355 .2904 .2683 .2683 .6674 (10).134 .6652 2.2616 .0542 .1445 .2855 .2913 .2913 .6618 .750 x 2.125 (20).035 .1964 .6676 .0210 .0560 .3270 .1080 .1016 .7416 (1/4 x 2%) (18).049 .2722 .9253 .0280 .0747 .3207 .1473 .1386 .7356 (16).065 .3569 1.2133 .0352 .0939 .3141 .1895 .1784 .7287 (14).083 .4497 1.5290 .0423 .1128 .3067 .2338 .7210 (13).095 .5102 1.7345 .0463 .1235 .3013 .2617r:2200 7.463 .7162 (12).109 .5793 1.9694 .0508 .1355 .2961 .2923.2751 .7103 (11).120 .6324 2.1502 .0538 .1435 .2917 .3151.2966 .7059 (10).134 .6987 2.3755 .0574 .1531 .2866 .3425.3224 .7001 It TOP CHORD :;A2 FIR -LARCH i1 BOT Ctt{?tD 3X2 FVI-LARCH 01 tS 2 FIR -LARCH STANDARD .HT1- 4X - W4V F.L. Staodard CONNE`TJR PLATES MUST WE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT ;2949. REFER TO DR44ING A150 FOR TYPICAL PLATE LOCATIONS- * 2X6 03 it 4 -FIR M BETTER CONTINUOUS STROWGBOCK. ATTAC14 TO EACH TRUSS WITH 3-10d NAILS. STR(PtGBACK MATERIAL TO BE SIP'! IEP: BY EWCT IDN £€t11TnACTOR . NOTE: LXa #3 HEIS -FIR OR BETTER CONTINUOUS 'LATERAL BOTTOM CHUM SAACING @ 72" MAX. G.C. REQUIRED. ATTACH KTH 2-16d MALLS. £IRA€:IN6 IS NOT REONJIRED IF A RIGID CEILING IS ATTACHED DIRECTL`! TO BOTTOM .Ct40RO. BRACING MATERIAL TO BE SUPPLIED AW ATTACHED AT BOTH ENME TO A SUITABLE SUPPORT BY ERECTION C0WTPAC:3-R- NOTE: THIS TRUSS MUST BE INSTALLED AS SHORN. A IT CANNOT BE USED UPSIDE DOW. TOP OF TRUSS MUST 8E MAR!(m BY TRUSS FABRICATOR. r TOP CHOW SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED ID PURLINS SPACED AT A MAXIW M OF 24' O.C. & 4X12 3X6 1X3 2.5X4 4X1.2 } NOTE. TRUSSES AS:lE TO BE SPACED 18' O.C. MAXIMI, MJ ALL NAILS SPECIFIED ARE CCMMO# HIRE NAILS. � £ONNECTOP PLATES DESIGWQ FOR GREEN LUMBER PER "PDS to rJt TABLE 8.18. � W-4sla-3X1© a Ed � z X33 -3-i T11-11-14 TO CENTER f3F 3.4- MAX. //�� Tye] OPEN CHASE .7 2.X4 30.01 i ►T' . 1 .5' te�3XB� . 2%4 ribbonf'gX_ f 1713 3 SX3, 2R4 ribbon I\ 1.5.4 € 5X@ IX3 3X6 1.SXd 2.5X4 3xS IX3 5X8 4.5X4 4X12 3X6 1X3 2.5X4 4X1.2 2.5X4 1.5 5X8. a j W-4sla-3X1© A -- 2572-12 OVER 2 SUPPORTS-. R=q079 r= 3.58' R-9070 W- .1 W, PLT. TYP.-AL-PINE SECit -- 67100 FURNISH -A CWY OF THIS DESIGN TO EPECTIOM CMTRA£TUR .15. SCALE s 0.2500- r i ,ate � ErwM T� # I MPORT AI+i�'� # ®ers so l m F. AR N I NG to wra.nc 0*=f � +M DES I siEr . ix42?---5546 F - TC � . � 12/22M C7 t> O C= 'a"s OEC. c" An 6,j=jRF m afte PE mm O Tat OOb93eFf AD 1 tl—pa . � r= ___3o ITW VW_ -n a.ttr asawsw rites' ar rc. ants etas 9MM Fm s63rsa! wertAu mm- TC OL DAWS CAUTSFiM27 d o� o a Q ® AFF rees� VMW Yo DAUCE MLMU MM STM rert "a=w amaswerm- ttttw amleaswom 9r mwmE SHM 'Erma Muffmarm a sM* AIM aFNttT< A. uaa Tw oaa sari w tAta.r tom CA TIC 5 . P5F CA -ENS 4� hT%r CONNECTor To Terra Fns AT ERM 4ffW aw laRa7E rTTO fas8%_r X"AC ®t MIMM s4£isnOM TLII. 55.0 o/A LEN. 25-2—J2 - o TAMCMMQAQrlM Sam arAmm mcwm ,um a ■mmx twtsrs 8'6tFtTim gout. wrm" anz wra+ a wm TE P-sm tm mcm mtw , � 0 ., URX r ® as tT�. (W Mr TrsE »as OUR . FAC . i .00 DEPTH 18.0' — a Q a wsB AM QTR *Co. s ftma am. 4.54& an me n QL 935t coax c to FOE musalas WwAflw t pam. r_s o G Lar_ SM - saran.+. -.Esmr 9MMFTtLTIE" TVR MM meiwtrna SPACING 15.0' lTwqE -- REFERENCES: - 1981'U.9.C. - Western 1•1oods (Ise Book Second Edition - A.P.A. Construction Guide, PUB £ 30E - Manual of Steel Construction 80 Edition - Concrete.Masonry Design Manual 5th Edition - Structural Engineering Handbook. Gaylord 6 Gaylord, 2nd Edition 2-3 2-,3 CAPREALIAN ENGINEERING oEc 1 3 1919 `` P.O. Box 341 Chico, CA 95927 (916) 891-6886 STRUCTURAL CALCULATION FOR RENTALS & APARTMENTS 90 000p sr iVUL IUILDIN DEPARTMN? C(P QNB: 12-31..a7 ® 0 v r= D STRUCTURAL CRITERIA: r �3/ ?0 3 / ABBREVIATIONS: Seismic Zone O.T. - Overturning Basic Wind Speed - -7 m. p'. h. O.T.M. - O.T. Moment - Safety Factor 7T—S.F. (Example B, Method � ALT. -Alternate Concrete f- z D00 p,s.i. c C.F. - Good For N -S - North-South Reinforcing Steel - Grade 7 0 E -W - East-West Masonry: Grade Solid Grouted yes/no E.W. - Each Way TRIG. - Tributary fm - p.s.i. Structural Steel: Grade Yield: k.e.i. REFERENCES: - 1981'U.9.C. - Western 1•1oods (Ise Book Second Edition - A.P.A. Construction Guide, PUB £ 30E - Manual of Steel Construction 80 Edition - Concrete.Masonry Design Manual 5th Edition - Structural Engineering Handbook. Gaylord 6 Gaylord, 2nd Edition CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB 2 SHEET NO. OF - D 1 1 1989 CALCULATED BYy �' DATE CHECKED BY DATE SCALE.----- ---•-..................-------.....__....._..._.._...-------------•----- _............................ . .....................i.......... . ....................._ l._..._.. . '.....: :.....: ... .. ......... .... ..._ .... .... ASSUMPTIONS AND DESIGN DATA Type of Structure Sfee/ Loads in V ft2: lk)da, J A,�, Roof Pitch /:/-L q S: 12�, Dead Load Total D.L. Roof: -k5ies RIf h►Isc /.o lst Floor: Live Load /6 TOTAL EE 2nd Floor: 3/r,, 3,� I d �a SC> 7'S I i, 5 , Balconies/ � MICHAEL ALLEN Decks: EAI.I0 Walls: s4,ccv // /G, J'� C4VI� 5 R, 2 .. z. EXP DATL 12-31- 9 Other: Wind Zone 7-,T— m.p.h. Max. Ht. ft. Ce= 0.8 Cg= /•3 qs= /5- I= / Wind Pressure I (example B, method 2)= /5 - Earthquake Loading= ZIKCSW= 6../`/ [There Z= .7.5- I= / K= 1.37 CS= -1Y of building causing force in member Basic Soil Pressure /1-00 Oft + ;LbO Oft 2/ft depth below 1'. beneath original group or Tinish grade Passive lateral earth pressure= p.s.f./ft of depth Active lateral earth pressure = p.s.f:/ft of depth. Eauivalent fluid density= Oft (Min. Density = 30 O ft2) Skin friction= (but not more than .5 x D.L.) Mf1U7 All �I'n9f It r- ■w OII/I CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891.6886 JOB SHEET NO, 3 OF -uEr-- CALCULATED BY DATE CHECKED BY DATE SCALE ............. .......... . ............ ............. ............. . z .............. ............. .............. .............. .............. .............. .............. ............. ........... io'y 1-1 Ma � 0 OF it CAPREALIAN ENGINEERING P. 0. Box 341 .CHICO, CALIFORNIA 95927 (916) 891.6886 JOB SHEET NO. I OF 1 1 1989 a'C' CALCULATED BY' / DATE - CHECKED CHECKED BY DATE SCALE / o i<Y off.......... C7 9 I r CAPREALIAN ENGINEERING P. O. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. S OF DEC 1 1 1389 CALCULATED BY << DATE CHECKED BY DATE SCALE CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891.6886 SHEET NO. CALCULATED BY /" e, c - CHECKED BY OF DATE DATE e CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891.6886 JOB SHEET NO. 7 A e o OF CALCULATED BY AP7 DATED E C 1 7 1989 CHECKED BY DATE SCALE ........... ._...................... j............. ..•••........ ..... ....._ ...... ...... ...... ..... ..... ..... ..... ... �.... ,,// C �/-�e nn: ,,rr �d"...... A Q ` t......................... _..... ...... ...... ...... ...... ..... ...... ..... ..... ..... .... i ..... /h...... ..........D...,G?........ ...... ...... .......................... ..... ..... ...... ............. ........... _............... ...... ...... ..... ..... ..... ...... ........ ........ ......... �t .—_.:. ... ........ ..............:...._........:_.......................... .............f.._� 1..............._ : ...... ...... ...... ..... r` ........ ......a.....P....'.....................l..J.X.................................................. ........................ ..... € i .._..................... .. .... _._ _fit ,L� 'ROE 4�" ......._ ...... ...... ...... ..... .... ...... ...... ...... ...... ...:.... ... M1 CHAS ...i....... :w A ...:.... ser S 6 �jj'' V r W, . e �o F 4 3 0 ... ...... FXP ...... . . f; - i. ... ...... .....3:.3...0. ff _...._.._........ _..._.......... ....... .._..... 9 0 73 3: ..... ....:. x t ............... ........................ ............... ,ter c....._ ... .._. .............. .......... . ._.... .� ..O... 7. Gt.. �.q..... : ...._ ........... --.---------- .. .... ....... ... __........ .... —--..._!.........................................,...... . ._..... : ...... . ...... :. ............... ..f.... ..... ..... ..... ...... ...... ...... _.............. ..... .........p........... ........... : ._... ...... ..... ----- —_ .... _. ............. .............. ._....._................. Y. 57o o ......:... --- ............�......_k.... 3...;........ ; . IOU 5 __.. —._s.... ..._.._._.._._.._.T..__..._....._. ......... ._... .... ..... ._.. _ 6 _ ........._..... ..._ _ _ .... __... _...-- — -- ii i € i i i ':.... i t ...... ...... ...... ...... ............ to ...... ...... ...... ...... ...... 64. ..._. .............. ............. :.......... T —_._... c _..__........._..................... ....._.................................%_........ e .... ier ._.........: ...... ...... ...... ._. _- -- ....... .................. ............. s_........ _ ..... ..... ...... _ ...... ?.. ...... ...... ..... ...... ...... .. ..... ..... ..... ....... ...... ...... 8 ...... ...._ ..... ..... -- - ......_ _....._._............. ....... ... .__...._................. _.. .......:.... ....... ::. --a-----------=........------. _...._ ......_..........................._............._ ...... ...... ...... ..... j_...._.. _... ._...... ..... _....... _....... ............. —. _.._ ...._ ....:........:.... _.. - ._. ..... ..... ._..— .. _.. __... .............. ..... Qf R I A.....4............. _...._. ___..._.._............._.........._......................... _...._........_.... ...... ...... ._............................................................ ..... ......... . ...... ...... ...... ...... ...... .._..._---? ............ ...... ...... ...... ...... ............................ ...... ...... _ ...... ...._ ...... ...... .... - - ........... ...... ...... ...... ...... ..... ...... _....... CAPREALIAN ENGINEERING i P. 0. Box 341 CHICO, CAUFORNIA 95927 (916) 891.6886 JOB 8 SHEET NO. OF D E C 2 CALCULATED BY DATE CHECKED BY DATE SCALE ... —_..... ...... –-._....--- si i .. ...... ..... ........... ................. .. ...... ...... ..._. ...... ..... ...... ... E t1F SSI ...... ........ — ............. _............. ............_............_............_......... ..... ...... ...... ...... ..... kitE;HAFI AtIElY s ...:............. :........... ..:........:... Q r .......:....... rE ..........;..... ....... ;............. ........ .... .............. :............. ............... ......... ... .... ...... _.... _ ...... - ...... .._.... ...._.... _AXP D ...;...... VIS _ ..... __.._.:.............................. ... T` G 1St oc ...... - S" _....... Z - - ....:.......... .... ........ . ........ ....:.... . . ...... t-. :...... 5"............ - .... z .... .... . _.. !.......... _ ._...... _.._. .. . ...... ...... ...... ....:.... ........ ...... ...... .. ...... ...... ..... ..... ...... ......... �Z-y _ n,...... ...... ...... ...... ...... ..... ...............- - ...... ...... _. .. �. —_.. ,...._. _ _...... y'rL z rV '... .. ... ..... ...... ...... ...... ...... ..... ..... ...... ...... ...... -- _................... ......... .............. ...... ...... ...... ..... ..... ...... ..... . : ....... ..... ..... ...... ........:... .....:.... ...:.... ..... ........................... ........................ - -= ..... c ._._............_......._...._..................._..: .:........:.......:.... .. .._.. _ _._. ._...__ ...... ...... .............................. ...... ...... _..... _ ..... .... _ ....._ ...... ...... ...... _ ......_........... ....._---.......,._. r ..-......__. ..x ................. ....._ " i'........ ...... ...... .... ........ i ..................:.........__ i ` ..........._ ............................... ..... .... _.... .._.. ..... i f .......... _�...:.Z,':. .. _ ........ .... .... _ — . s i i i i i ............ ...... ...... ...... ...... ...... ..... ..... ...... ...... .... ............._.............. ....:.......:.... ...... ..... _ .. ...... .. _....... ...... _........ ..... _. ..... ...... s:....... ...... ...... F. t G O. ......................................:......................................................................,...........................,. ._.. ..._ ..... ...... - . . . E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ? . . . . . . . . . . . . . ? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i i�... . . .. . . . .. ............ ............ ................................ . . . . . . . . ............ i ii I i i i € i i i i i�s [ i i i CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CAUFORNIA 95927 (916) 891-6886 JOB SHEET NO. CALCULATED BY IAil a c - CHECKED BY SCALE OF DATE J AN DATE ct Lil ............. ........... ............. . ........ 5 ............. ............ .. .......... ............. . ............. ......................... ............. ............. i ............... .................................. .............. ............. ............. .............. .......... 34 .............. ............ ........... ........................ ... . ........ k ............. ............ ........ .... ............. . ............................ : ............... ............. .......... .......... .............. ............. .............. ............. ............ / ............. ................ ............ .............. . ............. . ............................. ....... . ..... ............. ............. ..... .... .............. ......... . ............ ............. . ............. ............ ............. .............. . ...... ..... ........ .... ............. .............. .............. .............. ............. . . . . .............. .............. ............. ............. ............. .4 . . ..... ............. ............. . . . . .......... ............. . ............. ............. ............. .............. . .. . ............. ............. ............. ............. . ........ ............. . ...... ............ ............. ............. . ............. ............. ........... ............. ........... .... . ..... ............. ............. ............. ... .......... .............. ............. ............. ............. ............. .............. ............. ............. .............. . ............ .............. .......... ... .............. ............ .............. . ........... ............. -76 Y 1 = 11613 ............ . . ............. .... ........ ............. ............ . . ......... ... ......... ...... ..... ............ ............. ............. ............. ............. ..... ....... ............. ............. .... ............. ............. ............. ............. . .......... ... .... ..... . . . ........ . .............. ......... . .. . ....... rr A.....................&.......................... .... IL . .................... L ............ ............. i: ...... ............ . .......... .. . ........ J ............. .. .............. ............ ............. ............. .......... ............. .1 ............. 1. ............ ............. ........... ............. .. ......... ... ........ ..............i........................ ........ ............. ............. ....... ........ .... .............. .............. ............ ............ ............. . . ....... ... ........ .............. ... . ...... . . .... . ........... .......... .. .. 4A ............. ............. - - - - --- -------- --- - ----------- ... ........ . ........... ............. ............. ............. .... ........ .... 9 CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891.6886 JOB SHEET NO. -Z O � OF n CALCULATED BY.9Q/ G t DAT " Q ' � a Igqn CHECKED BY DATE 9rAl F CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891.6886 JOB / SHEET NO. /( OF A CALCULATED BY� �' DATE CHECKED BY DATE SCALE CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891.6886 JOB SHEET NO.-/ Of CALCULATED BY DATEJAN 2 5 1990 CHECKED BY DATE SCALE 1 CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891.6886 JOB SHEET NO. /3 �yJ OF -'Z CALCULATED BYDATE "•a �' J A N A 2 1990 CHECKED BY DATE CAPREALIAN ENGINEERING P.O. Box 341 Chico, CA 95927 (916) 891-6886 STRUCTURAL CALCULATION FOR RENTALS & APARTMENTS -j-y6-5& C'fz- c's "fyc- /"996-07'--- Jw STRUCTURAL CRITERIA: Seismic Zone 3 Basic Wind Speed - '7 5m.p.h. (Example B. Method 2T— Concrete f - 2. 60 p.s.i. Reinforcing Steel - Grade 7 U Masonry: Grade' Solid Grouted fm - p.e.i. Structural Steel: Grade Yield: ( P-2) DEC 1 3 1919 XV DATE: 12-31. 93 ABBREVIATIONS: O.T. - Overturning O.T.M. - O.T. Moment S.F. - Safety Factor ALT. - Alternate C.F. - Good For N -S - North-South E -W - East-West E.W. - Each Way / yes/no TR1B. - Tributary REFERENCES: - Western 1•IOo(lA Use Book Second Edition /V - A.P.A. Construction Guide111B E 30E - Manual of Steel Construction 8th Edition - Concrete Masonry Design Mantial 5th Edition - Structural Engineering (landbook, Gaylord 6 Gaylord, 2nd Edition 9.0 CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB ^- SHEET NO..—_.__�__J_ CALCULATED BY DATE CHECKED BY DATE SCALE.----'----._.._ .....__.....------ ...---..-..._.._..---...-----..._.-..----- _.........._........_...... .............._.... ..... :................ ..._.......... .... :._ ....... .. .. ..... . . ASSUMPTIONS AND DESIGN DATA Type of Structure`ee r Loads in O ft2 G(�ao�✓:. Roof Pitch /:/,L C/- S: Il - Dead Load" Total D.L. Roof: 5 fly I T- s R. Z. f lst Floor: 2nd Floor 3/y ply = 2.2.�r TSI �. r s/s In S L 2 6 Balconies/ Decks: Wa1l's : ' �<cv 'x'05 Other: r� s zi 1(,"5 - Live Load /6 ya . Qi%ofESSIp�� w y MICHAEL ALLY PREALIAII sl CIVi1 Of CR1.1���'� EXP DATE: 12-31. 9 TOTAL ME Wind Zone '%-1'- m.p.h. Max. Ht. -2 ft. Ce= -8 Cg= 1.3 qs= /5- I= / Wind Pressure (example B, method 2)= J5-4 p.s.f. Earthquake Loading= ZIKCSW= 6.1Y Where Z= .75' I= / IC= /.37 CS=/- W=Weight of building causing force in member Basic Soil Pressure 11-60 Oft + ;toa Oft 2/ft depth below 1' beneath original groun or inish gra3e. — Passive lateral earth pressure= p.s.f./ft of depth Active lateral earth pressure=p .s.f:/ft of depth. Equivalent fluid density= Oft (Min. Density = 30 O ft2) Skin friction= (but not more than .5 x D.L.) CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. 3 OF DEC 3 1989 CALCULATED BY DATE CHECKED BY DATE OPAl C w#Mio' . ............. ... ........ ............ ........ .... ............................ ............. ............... . .......................................... ............... ........... ............. . ............. . ... ... .. ..... . . ..... .... . . ......... .. ........ ............. ............. ............. .............. .............. .............. .... . ...... ............. .......... . . ........ ............. ......... ... ........... .. ............................. ............. ............. ............. ............. mi 'A ....... .... .............. .............. .............. ........... .............. ............. ............... .............. .............. .............. .............. .............. ............. ............. . : . ............... ............... ..... .............. ..... ............ .............. ........... ............ ..... .. .. ... ..... ... .... .... . ..... Ctld 7. .. ..... ... . ............. ............. ............. ............. ............... ............. ............. ............. ............. ............. .............. .............. 74 All ......... r .......... ............. ..... ...... . ............. . ...... .............. . ............. ----------- ........... .. . ......... ............. ............................ ............. ............. ... ......... ............. ................. ............ .............. ?e i4l 1 )e .............. ............. ............. ............. ......... . ...... ........ ............. ............. ............. .... ........ . ............. ............. . . . X ............. ............. ............. ............. ............ .......... ............. . ......... ... ......... ... .... .... ... ... ........... .. ...... . ............. .............. .............. ............. ............. .............. .... ........... . . . ........ .. ........... ............. .............. ............. . ............. .............. ............. ........... ........... ............. .............. ............. ............ 1 ............. ............. ............. ............. ............ ZPDAYE 12-31- 9 6 ............ .............. ............. ............. ............. ................................. . ..... . ........ ... 1 7 ............. .............. .. ........... ............. ............ ............ ..... ........ ............. . ............. .... ...... .............. ............ .... .... ... .............. ............. .............. ........... .............. ............. ............. i .............................................. ............. ............. .............. ............. . ............. ............. ............. ............. .............. .............. .............. ..... ........ .............. ............. ............ .............. . .............. .............. ............. .............. .......... .. ..... ...... ............ ... ......... . . . . . . . . ............. ............. .......... : ............. ............. . ............. ............. ............. . ........... ............. . ........ .. .... ........ .......... . . ............ ............. ............. . . . ...... ............. ....... ..... .............. .............. ............. v6! 7 X .. .......... .............. ............. . ............ ............. ...... .... ... .......... ........... ......... . .. .. ......... . . .......... ......... ...... . . . . . ..... . . .......... ....... . .... ............ ... ........ .. . .......... ............. ............. ,K d .............. .. ......... . ......... ...... ...... ............. ......... . .. ........... ............. ............................. ............. ............. ........... ........... . .......... .............. ..... ............. ............. ........ . .. ........... .......... .......... ... . ... - - ------ ...... . . ........ ------ . . . . ............. .... . ..... ............. ............. ............. ............. .. .......... . .... ............. ............. .......... ...... ........... . Vf, ze ................. ..... -�L .......... ............. . ............. ............. . . ............... ............. ............. ............ ........ ...... . . .......... .............. ............. ............. ............. ...... ..... . ...... ............. ............. . . . . . . . .... . ........... . . . ........... . . .......... ............. % --- . .......... .......... .. ............. r .......... ......... ............. ... ..... ........... .............. .............. ............ . . .............. ... ........ ..... . ...... ............. ............. ......... ... ............. ............. ........ ............. ............. ........... . ............. 60 ........... Y.:q X ........ . .. ............. ...... ............. ..._Y_.._.__.._._._.._._._.._......_,._..................... .............. ! ..... ........ ... .. ....... ............. ....... . .... ............. ............ ........... ........ .... ...... . ..... ..... ....... ....................... .... ............. ............. ............ ............. ............. ............. .............. .............. ............. ............ ............. ............. .......... . ....... .................. ............ ... . ........ .... . ...... ...... . . ... . .... ...... ............. .. . .......... ......... ... ......... ... ............. ....... . .... ............. ............. ............. - ---- - ----- ........ ... ........ . .......... �k .......... .. ........... i . .. . ..... . ............. .. . ........ ? ............. ............. ............. .......... ............. . ............. ............. . ........... ........... . ............. ............. ..... ....... ............. .... ........ .............. .............. .............. ............ ............. ............. ............. . ............. ........................................................... .............. .............. ............. ..... ....... ............. ........... ........... . .............. ............. ............. ............. ............. ............. ? .......... .. . ..... .... ............. .. ........... .. .............. .... ........ ........ . ... ............. .............. ............. ............. ............. .... ............ ............. . . .... ............. . ............ B �4 ............. .............. ............. ............. ............. ............. ............. .......... ............. ............. .............. ...... i ............. . ............. .............. ............. .4 ......... ............. ........... ............. .............. ............ . ............. ............. .......... .. . ......... 4.. ............ .... ............. ........... ........... . ..... . . .... . . .. ............... ............. ............ ............. ............. ............. ............. ............. .............. .............. .............. ............. ............. . ............. ............ r .......... .............. .............. .............. ............. . .............. .............. .............. ................ ....... .......... .......... .... ........ .............. .......... . . ............. ............... 0", o, ........ V ..... ... . . ........... . . ............ . . .......... ........... ............... ........... ....... . ...... .............. ............. ............. ............. .......... ............. ............. ......... . ....... ........ ............ ? ............. .. .......... ............. ............. ............. ........... ............. ........ .... ....... ....... ........... . ........ . ............. ............ . . ..... ... ........... ............. . ............. ............. ............. .............. . ........ .... ........ . ... ............. ..... . ...... ... . ...... ............. .............. ............. .......... ............. .. ........... .... .......... .. . ....... .. . ......... ........... ... ............ .. ... .. . ........ ........... ........... . . . . . ........ .......................................... . . ............. ......... . . . ...... ....... ... ........... .............. ......... .......... .............. .......... . . ... ......... ...... ...... ...... ....... .......... ........ ... ... ...... . ............. ....... t e 4e,.4 oe ..... ....... ....... ... . .......... ...... ...... ............. ............. .............. ............. ............. .............. ............. ............. ........ ............. ......... . . ....... ..... T.1.1c .. . ........... ----------- ............. .. . ......... . .. .......... . .... .... ............. .......... . ........... ............ . .... . .. ... . .. . .... .. ........... ........... . .............. .............. ............. .............. . ...... . ................. .............. .............. .............. ............. .........................................................................D............1.............T........................ ................................................................. ......... I .............. ............. . ............. .............. ............. ... ............. .....X..... .............. .............. ............. ............. ............. ............. ............. ............. .......... ..... .... ............. ...... X Ste .. . ...... . .. ............... .................. .............. ......... .......... ... . . .. ... .. . ... . .... ..... ........... . .... . .. . . .... ......... ...... . .... .............. ......... .. a . ..... $ . ...... L: ............ . .. . ...... ....... .. . ........ .......... .. ....... . .................. ........ . . .......... ........ .... ... ....... .. . ....... .............. ............. . . ......... ............ .......... .... ...... ...... I ............. ... . . ....... .............. . ......... ............... ............ ............. ........... ............. .............. .............. ............. ............. ............. ............. ............. .......... ............. ............. .............. ............... ... . ....... .... ........ . . .... .............. .............. ... . ....... ........... . . ..... . ... ........ . .. ........ .. . . ....... ............. ........ . ... . .. . .... ............. .......... . . ............ ............. ............. . ... . ... ............ . . ........... CAPREALIAN ENGINEERING P.O. Box 341 CHICO, CALIFORNIA 95927 (916) 891.6886 JOB SHEET NO. OF DR 1 1 1989 CALCULATED BY DATE CHECKED BY DATE SCALE CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. CALCULATED BY CHECKED BY SCALE OF DATE nATF CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891.6886 JOB SHEET NO. CALCULATED BY CHECKED BY SCALE Of DATE 0 L P j� [ 2 iGY v�- DATE CAPREALIAN ENGINEERING P. 0. Box 341 ' - CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. 7 A p V OF CALCULATED BY mal DATE D G C 1 7 ! n CHECKED BY DATE SCALE JOB CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891.6886 JOB SHEET NO. / OF CALCULATED BY r DATE�1 CHECKED BY DATE SCALE CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. / O OF SAN lagrl CALCULATED BY ! DAT 1� CHECKED BY DATE SCALE CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. CALCULATED BY OF DATE J A N CHECKED BY DATE SCALE CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891.6886 JO SHEET NO. OF BY DATE AN 2 5 1990 CHECKED BY DATE SCALE ...........:.........................._i.......... . ............. ............. ............. ............. ............. ........... ........... .............. ........................ ...... ............. . ............. .............. ............. ............. .............. ............ ............... ............. -A-6 4b i 7 f A p . -. .- !��. e. 4 e i ..... . ... . ..................... ..... ..e . ........ ... . ....... ............. ....... . .. .......... .. . ............. ... . ........ ............. .............. ............. . ............. ............. .............. ............... .............. . . .............. .............. ............. ............. ............. .............. I ........................................... ........... ............. .............. ............. ............ ........................... ........... ............. ............. .............. .............. .............. .............. .............. ............. ............... ............. ............. ........... ........... ............. ............. ............. ............. .............. .............. mod .............. ............. . ............. ............. ............ ............. . ............ .............. ............. ............. .............. ... ......... ........ ........... ........... . . ........... . ............. ..... ........ . . ........... ............. ............. ........................... . ........ Z741 .0 °.,:+2rnY+�cTy:dl9.y4x�dxe•,�z.,,y�!.:y...,,!�;!s^..e'•`^^.'Y'..`-.. , •<....... _ - - .. � - - .. ...... , . _ / .. l .. ....�.�,..* _ YC:� h �..,.a��yt�t�i� CAPREALIAN ENGINEERING otc P.O. Box 341 Chico, CA 95927 (916) 891-6886 r STRUCTURAL CALCULATION FOR RENTALS '& APARTMENTS JAN 7�Y65C C14- CsQQpfES tiKwo AJO mgr (//P YW CAPRFA r pw ewe STRUCTURAL CRITERIA: Seismic Zone 3 i Basic Wind Speed - 7.5 m.p.h. .(Example B,. Method 77— Concrete rConcrete fc - ZDOO p.s.i. Reinforcing Steel - Grade 7 Masonry: Grade Solid Grouted yes/no Structural Steel: Grade Yield: .k.s.i. 9 1990 REFERENCES: - 1981,11.B.C. - Western Hoods Ilse Book Second Edition - A.P.A. Construction Guide, PUB E 30E .-.Manual of Steel Construction 8Lh Edition - Concrete Masonry Design Manual 5th Edition - Structural Engineering (landbook, Gaylord & Gaylord, 2nd Edition EXP DATE I2-31- 4 7 ABBREVIATIONS: O.T. - Overturning O.T.M. - O.T. Moment S.F. -.Safety Factor ALT. - Alternate C.F. - Good For N -S - North-South E -W - East-41est E.W. - Each Way TRIG. - Tributary - 1 JOB SHEET NO. 2 OF — CAPREALIAN ENGINEERING, 1989 P. O. Box 341 CALCULATED BY v DATE C.HICO, CALIFORNIA 95927 CHECKED BY DATE .(916) 891-6886 SCALE..-----• --._.............._.......----..__........__......_..._.._... ------....._..�..------ ASSUMPTIONS AND DESIGN DATA Type of Structure Sfee W aa,� ✓�, Roof .Pitch Loads in #/ft2. Dead Load Total D.L. Live Load TOTAL Roof: Z e T-^kSTeS ist Floor: 2nd Floor: 3/y y/y : z.z r r r^ SL z 2-6 Balconies/ Decks: Azoeq�pFESS/p� MICHAEL ALLEN C CAPREALIM Walls: Ss /G. S 7� * /6. r f3ck�Qs /, l CIYI� 5_R 2.5 ��fOFCAti�� Other: zws I L_o EXP DATE: 12-31- V Wind Zone 7-6'- m.p.h. Max. Ht. zy 'ft. Ce= 0.8 CC q s^ = /r I= ! Wind Pressure (example B, method 2)= /5`6p . s . f . Earthquake Loading= ZIKCSW= d./� [There Z= .75' I= / K= /.37 CS=/ W=Weight of building causing force in member Basic Soil Pressure /xoo Oft2 + 2-60 Oft 2/ft depth below 1' beneath original groun or inish gra e. Passive lateral earth pressure= p.s.f./ft of depth Active lateral earth pressure = p.s.f:/ft of depth. Equivalent fluid density= #/ftp .(Min. Density = 30 #/ft2) Skin friction= (but not more than .5.x D.L.) MA1C71W I;/'n 7l ua 4w IIh 011fl CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891.6886 JOB SHEET NO. J OF CALCULATED BY u DATE CHECKED BY DATE SCALE CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891.6886 4L r ... . ........ ............. .......... ............. ............ ........ ..... tl ............. ............. ......................._........__..i......... o :2 - ............ .............:......._....:.............:._._.......• r ............. ..............i.............:......... ............. ............. A.......... . . .................. -------- 1 ........ .... f ............ ...... . .... .......... JOB .......... . . ..........i i ------ . ...... . . ........ .......... . ............. ......... . ... . .. . .............. . ... .... ............. SHEET NO. CALCULATED BY -A 4a.c, OF DATE Dn-1 1 1989 CHECKED BY DATE SCALE r ... . ........ ............. .......... ............. ............ ........ ..... tl ............. ............. ......................._........__..i......... o :2 - ............ .............:......._....:.............:._._.......• r ............. ..............i.............:......... ............. ............. A.......... . . .................. -------- 1 ........ .... f ............ ...... . .... .......... .. . -- -----4 .......... . . ..........i i ------ . ...... . . ........ .......... . ............. ......... . ... . .. . .............. . ... .... ............. ........... .... . . .... .... . ........ . .......... ....... . .... .... . ........ ! ............{.._.._......__.......i......._ .. ............. ............ 'Of ........ ....... . ..... ............ ............. ......... . ... . .. ....... .. ;; .... ........ ........ . ... ... . .. . ........... . .................. ........... ........ . ... .............. . ... . ...... .. ... ....... ... . . . ... ...... . ..... . ..... .. .... ........ I I r CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891.6886 JOB SHEET NO. S OF DEC CALCULATED BY / " Q C� DATE CHECKED BY DATE SCALE CAPREALIAN ENGINEERING P. 0. Box 341 • CHICO, CALIFORNIA 95927 (916) 891.6886 JOB SHEET NO. CALCULATED BY 6� C - CHECKED BY SCALE OF DATE D E C 1 2 199 DATE. CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 E10 2-1 I JOB SHEET NO. 7 OF CALCULATED BY DATED E C 1 2 1989 CHECKED BY DATE SCALE .... ......... .... ... . ......... ............. !4 ........ ..... ........... ...... ......_......i.............. ............. .............. ............. ............. . ............. ............. ............. ..... . ....... .............. ............. ............. ............. ............. ......... ... ... .......... .............. z . ............ ............................. ............. .............. ............. ............. . . .......... . . ............. ............. . .......... ............. i i ............. .............. .......... .......... ....... . X14 1* X /1-6 i 3 : 4 .......... .............. ............. ............. ............. ............ ............. ............. .............. ............. ............. ............. ............. ............. . . ............. .. . ......... ........... . a -/!00! 0 A. CAPREALIAN ENGINEERING P. 0. Box 341 • CHICO, CALIFORNIA 95927 (916) 891.6886 JOB SHEET NO. CALCULATED �' ' OF DEC 1 2 19 BY DATE CHECKED BY DATE SCALE CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. 1OF CALCULATEDBY = DATE ,IAN AID CHECKED BY DATE SCALE ............. 0 (1 F� 1 ............ .......... ............. ....... ................... ..... ........ . ..... ......... ............. LZ2 ........... ............................. .... . y . . t . (.. .. ....... . ................................. ................. . ............. ............. .......... . ..... .... ............... ... ........ 4 .. ........ . .... . ... . .. ............ ..... ..... ... . ....... ... ......... ........... . . ........... ... ........ .. . ......................... . ....... ..... .... 7, 3 .. .......... -------- ... .. .... ...... . ......... .. . ......... ............. . ......... is X ........... r ....... ..... ........................ ........... .... . . ..... ....... ---------- . .............................. . ...... .Jf . ............ .4 ............ WE CAPREALIAN ENGINEERING P. 0. Box 341 • CHICO, CALIFORNIA 95927 (916) 891.6886 JOB SHEET NO. I O Q� OF- CALCULATED /fin9 CALCULATED BY ,!'! G Z DATE A N E 1,4 CHECKED BY DATE SCALE CAPREALIAN ENGINEERING P. 0. Box 341 • CHICO, CALIFORNIA 95927 (916) 891.6886 JOB SHEET NO. -OF- CALCULATED F CALCULATED BY� �' DATE J AH U CHECKED BY DATE SCALE '6utte Count LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS CLAY CASTLEBERRY, Director 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 Telephone: (916) 534-4541 H. W. McDONALD Deputy Director December 12, 1977 E. Pickering RE. Building Permit P.O. Box 18 ��, �� A.P. #40-20-1 Durham, CA. 95938 Dear Mr. Pickering: ?77 With reference to the above subject, we have been advised by one of our building inspectors that you have not obtained the required permits and inspections from this office for the work you are doing as follows: On your property on.the east side of the Midway at Campbell Avenue, you have installed a new mobilehome. Since permits and inspections are required by both State and County laws, please contact this office within ten (10) days of the date of this letter, submit two (2) complete sets of plans, apply for the required permits, and pay the appropriate fees. Your cooperation in resolving this matter would certainly be appreciated. Should you have any questions concerning this matter, please contact this office. JFG;dd cc: Building Inspector, Chico Yours very truly, Clay Castleberry Director of Public Works / J. Glander Assistant Director Vol ZZ61 AV S?I�Lfla011and -o 'le!3a J •-Ir�rnoo ROUGH DRAFT - 11/18/77 (DOING WORK W/O PE12i], s' With reference to the above subject, we have been advised by one of our building inspectors that you have not obtained the required permits an d.inspec- BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS SPECIAL INSPECTION REPORT Owner: A. P. # Address:� Date of Inspection 1"Z '7 Tenant:- ? Inspector Building Location: Type of Inspection requested: s 1. Housing / / 2. Financing 3. Change of Occupancy to 4. Other (specify) Present use of building: A. 'Sanitation (Housing) 1. Water closet: 2. Lavatory: 3. Bathtub or shower: 4. Kitchen sink: 5. Hot and cold water to fixtures: 6. Heating facilities: 7. Natural light and. ventilation: 8. Room and space requirements: 9. Bedroom window or door for second exit: 10. Infestation of insects, vermin, or rodents: 11. Connection to sewage disposal: 12. Connection to water supply: 13. Rubbish and garbage facilities: 14. Comments: B. Structural 1. Piers and footings: 2. Floor construction: 3. Wall construction: 4. Ceiling and roof construction: 5. Fireplaces: 6. Comments: C. Electrical 1. Service and ground: 2. Receptacles: 3. Fusing: 4. Comments: - D. Plumb in 1. Fixtures connected and vented: 2. Gas water heater: 3. Gas heating vents: 4. Comments: (continued on back) ' r E. Other 1. Maintenance and repair: 2. Fire hazards: 3. Safety hazards: 4. Weather protection: 5. Underfloor and attic ventilation: 6. Comments: F. Commercial Buildin. s 1. Roof covering: 2. Distance to property lines: 3. Physically handicapped: 4. Restroom floors and walls: 5. Exits: 6. Improvements: 7. Zoning: 8. Comments: G. Field Problems or Violations 1. Problem or viation (give complete descript n) 2. What action taken (give complete description): 3. What action recommended: T_/'A. Information only - file. B. Hold for ten (10) days, then write letter. C. Write letter. D. Other: t H4 At r 1 ,; ; `_, �. �. f 4i �. ....... . . . . . . P ..... . . . . . . . 60 .,1, 40 141 .00 ............... t k1m Hr . 40, fV i''A Wi MUST'bt TI me's ion TW to+6f plans, bod ;sp�Aodloft OP jf I rum T� K11 ITECOUN V c 44 fh OL makb`6y monqqq, ot alf WpIfto jj�� 6f q w i*, co, ,o7o. NO r, �71 Y -w p 1) fb V, 171y; �jv *bhq ww COM, aw ®r 0 OWd ri NA ".0. 7,77 .4 's 004 %Oyu, MEW �A rA M4 U. aw" C." I IV NOW jy 5t, k",,v QuL11D r1nr_ 1'21D�CZ)-IN UNL�_DZ) z)rr_A,.irJLt11_LT INUICU Ulnrin"I�r_, STRUCTURAL BOLTc-' SHALL BE TIGHTENED BY TURN -OF -THE -NUT METHOD IN ACCORDANCE WITH THE EIGHTH EDITION, qTSC "SPECIF JTCRTION FOR 5TRUCTURRL JOINTS USING R325 OR R490 BOLTS11 PER SE"TION �B. H325 BOLTS M[4,Y BE INSTRLLED WITHOUT WASHERS dHEN TIGHTENED BY TURN -OF -THE -NUT METHOD, IT 15 TAE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TfGfp"NESS. ALL BOLTED CONNECTIONS, UNLESS NOTEDo RU DESIGNED AS BEPRING-TYPE CONNErTIONS WITH BOL' L THRERDS. NOT EXCLUDED FROM THE SHEAR PLANE,, (1NSPF11*'TION NOT REQUIRED PEB' UBC SECT. 306. i';. S. 2) 4., BUILDER/CONTRRCTOR RESPONSIBILITIES VRPiCO-P'RUDFN'5 STANDARD PR(IOUCT SPECIFICRTIONS APPLY RN0, UNLESS STIPULRTED OTHERWIS,r-_ It. THE �-N'S DESIGN, FABBICRTIONo QURLI'Y CRITERIA STRNDARDS AN[,' CONTRFiCT DOCUMENTS, VRR('D-PRiUD' TOLERANCES WILL GOVERN THEE WORK, (A VARCO-PRUDENI Q,�'�'ECIFICRTI',)N OOOKLET IS RVAILRBLE UPDN REQUEST.) IN CRSE OF DISCREPRNCIES BETWEEN VRRCO-PRUDEN 5TRUCTURAL PLRNq- AND PLRNS FOR 'OTHER TR.90`5,0 T�HE F VARCO­ PRUDEN PLRNS SHRL-L. GOVERN. IT IS IHE HESPONSIBILITf OF THE BU I LDER/CONT-RfiC TOR TO OBTAIN HPFROPRIPTE RPPROVRLs AN'D NECESSHRY PEWTS FROM CITY, COUNTY, STATEo OR FEDERAL RGENCIES, AS REOUIRED. ROOF SHEETING WRL-,L SHEETING "S THE BUILDE1R/C1DNTRRCT0R`S ACCIEPTANCE OF THE APPROVAL OF VARCO-FRUDEN WkRWINGS CON51'ITUTF. '7 PURCHASE 08DER. VARCO-PRUDEN INTERPRETATION OF 7H[-,,' CONTRAC N T Y p 1E. ;I PRN'EL R I B PANEL RIB ONCE THE BUILDER/CONTRRCIOR OR n/E FIHM HAS cIGNED VARCO-PRUDEN APPROVAL Pf14CKRGE, CHANGES FPJU THE PURCHASE ORDER BY THE BUILDER WILL BE. BILLED TO THE $UILDER/CONTRRCTOR FOR MRTERIf�L1 ENGINEERING, AND H-qNDLING FEE15. SUCH CHANGES MAY CRUSE THE PROJEC'T TO BE MOVED FROM 'IH�.. COL 0 R GRLVRLUME EGYPTAHITE FRBRICHTION RND,/OR SHIPPING SCHEDULE. A PENRLTY FEE MRY BE ChARGED IF TtllE PROJECT MUV F�;E MOVED! FHOM THE FRBRICHTION AND/OR SHIPPING SCHEDULE, H5 LONG R5 VHRCO-PRUDEN DESIGN AND F I N T S.H: 3'-0* COVIL-PqGE DETAILING APPROACH COMPLIES WITH THE PJRCHASE ORDER, SP20 11*� 7yp. -*4 THE BUILDER/CONTHRCTOR 0,"1' R/E FIRM, ARE RESPONSIBLE FOR THE OVERPILL PR�-.ECT COORDINHTION, ALL EXTERIOR SURFACE G R 403 E 26 26 INTr FRCI-� AND 'COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BYl VRRCO-PRUDEN AR' TO I aA BE 'c NSI" FD AND C00R01NRT1z0 BY THE BUILDER/CONTRACTOR OR A/E FIRM. 0 1:-: s N1 UNLESS SPECIFIC IG T C R I T E R I A CONCERNING THIS INTERFACE BETWEEN MRTERIRLS 15 FURNI'Z'�.HED As PART OF THE PURL'FRSE FASTENER-. STRINLESS REGO CARBON REGULAR EnGE 1 31/32" TYP, -pi I. ORDER, VARCO-PRUDEN RSSUMPTIONS WILL GOVERN. j0F OF 818 IN 'rOF OF RIB COMPRESSION IN TENSION '0 SPECTFIC TI, NS THE 8LJ1 LDEA/C0NTRRC TOR 15 RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS HN 0 RA T I NG NOMINAL 15 x ix 5x 'I x OROE THICKNESS IN.3 I R. 4 IN.3 IN -4 COMPLY WITH THE APPLICABLE REQUIREMENTS OF RNY GOVERNING BUILDING RUTHOBITIE's. 5Upf'_YING Q!0' 9 Ag � %IV V. A - I- .041 "EALED ENGINEERING D'SIGN DnTA AND DRAWINGS FOR THE VARCG- PRUDEN BUILDING 0.0':S NOT Y OR 9 CONSTITUTE AN AGRrE-EMENT THAT VRRCO-PPUDEN OR ITS DESIGN ENGINEER IS RCrING AS THE 1�,�'4*GINEER b 6� _.p. Q?7 iro,, 0 ROOF INSULRTION WALL INSULATION PANEL, �18 WA'.L PANEL OF 9ECORD OR DESIGN PROFESSIOWIL FOR THE CONSTRUCTION' PROJECT# THESE DRAWINGS RN0 0r`_'S,'d'GN ORTR ARE SERLED R:S, TO THE STRUCIIUR�L FURNI5HED BY VRRC0-PR`UDEN, IN COMPLIRNIf. ` WITH V-0" COVESAGE RLL REDUIREMENTS 07 THE PURCHRSE 0ROE0. TYPE. BLRNKET BLANKET 8 PONSIBLE FOR SE I" TYR, THE BUILDER/CONTRRCTOR IS ES TTING OF ANCHOR BOLTS AND ERECTION OF 3".r.1 EXTER"R SURFACE BUILDING COMPONENTS IN ACCORDANCE WITH VARCO-PRUDEN 'S "FOR CONSTRUCTION" DRAWINGS TEMPORARY SUPPORTS OR BRRCING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESr' '�15 1 B'L I T Y 'FRCING: WHITE VINYL WHITE VINYL _1_1� j I FOLIN ­` OF THE ERECTOR TO bir."TERMINEY AND INSTALL. RNTICMPILLR8Y 8�ARING OGE EaGE WIDTH. 72 72 TOP OF n1B IN TOP OP RIB 0.1009"W1.14dwit-04 ��Juijaiosovw� campflE$siou IN TENSION 7 11 , w - NOMINAL sx Ix sx Ix X01 Z 114 1 p IROV 4, C)ACIE THICKNESS I N ,,I IN. 4 IN.3 IN.Q v%A 401. '1� 0 THICKNESSO 2, 0" 0 1 -4 - - "Jio 04. 0A w1f) 1$ 0.0217 62 'Qq6S 0 06114 00 r vo wo FO� 'I lltiL 1)41u� 'i� 6 PANEL RIB ROOF PANEL s$00 dm 2 0, 'ORDING !NFORM'RTION RCCESSOHIES 2 1,1" BL'mD,G;' E v m, p Appr 43 A', ?svb, wbad LIVE LORD: 20, 0 PSF SEE M'ESSORY LISTINGS ON RTTnCHED P ELEVRTIONS, AND PLAN ORHWINGS. T FRAME LORD. PSF (OVER 600 SQ F") PSF (200,-600 SQ FT) ;11R, 50' UP WIND LOAD�: MPH "i; CO '1985 UBC B'L 0 G CODE 8L 0 DFIARTANI S E 1 SMI C ZONE 2 V2 r 4 P PFROVE) AE�, NOMINAL Ix sx ix sx le) GAGE `tHICKN�$$.. IN4 WS IN4 IN3'— w NO 9.87 Z 10- JOB NUMBEn.* 45821 .7 Owl b t� RaB F4. 065 2,601 MOOEAN SUILDINO COMPAN*4 24 '12, CUtTUMEO- OeNe tpmp 112.90 3.027, �,d - LOCATION CHICO-o :CAL'IFOfiNtr4: �0 1 43 14. 9 44 A- 4, 06'scfilptlaNt 110 X 7S X 12 3 7 1 70 Pi . .... . . . ......... ........... T,$ F)U�LINS kcp, coarmt CHECKEMt RUNt 112114189 '19 t $7 1''39 qae�l �kj i. .. 4^J ��I !i! /4 /. �. �"�. � %..y T} �+ 1 1+f �""' f .. 4 Fi l�-i 4e/ �-+� AAl �Y'IIt r v..d v �'.' d .F �. ; �t i., '. :. ', �� 't1 F 1 �� )�J A Ali .01 A A P I 'PER FOR 9044- -w PMLN AND CACH PORLIN, W-AG9 mg E0404AP FMAP J CAP V STROCT. i 1-w ox, PURL STITCH, ( I PER $0DELAP1 FqA E,0-01 PVRLON PUF EACH SPACE) WrR T, W O.C. F EAVE KJRLIN STITCH ( I PER SIDELAP-/ ALONG EAVE PURLIN 7 lb IV" "111 or 773 4ww'w""WIlm "Ito" WO F V AW M-13 X Q- 1, VAMM M, SP&-'INQ 0, WAT2, MWENKO 810FLAP STX-LAP Stan UJ4. c1pigs 60 uplift A dard apdl. L�wel -.to SMiotural - #-U-1401 Belt Prllling STrwT 1411-6-701-1 OTHQaT, 0.01 Y- 1, St:Ictura Fasteners (PW�.el to P�jrlill) ftiodryrd wtth #0 1>-:Wxt�" optlon4l STRUCTURAL t X10J x x 1 per foot at pal purlimp O'No X STITCH 31-0f? 3 2 per foot at eave purl1p, Pftnell: to. Panel Al -103/411 801r Prilling LISP tAP ? E) : I GOP# do 0 fo 0 0 Y4 (PANE (PANEL) 441 qpww 2 s K >( - per foot At endlap wilin W=3: W411 panel mtmt pttach to all girt the x I.x x x 2 per foot at rid ge arlin shown fastener p4ttern regardlew,, of the girt spaci_ng� "PANEL EAVE al 4- PPRLR4 14! p, x PW14N 2, 6titoh Fustoners (PPAO� to Panel) 4 Refferenco Det -Ail 911 LAP �JZ Per each Panel sideTF.P locate stitch fasteoevi; RAKE "-u $T-rrCH 1 at each- pttrl4n ane.. ED STO RUDC - - E AE I ( SEE= NOTE '-C- & ):)etwen eacb� run i�f purlins CHANNEL L i eEE NOTE 1-8-2 CAP DETAL A PETAk 3.f' 1 .. J 13, Ice 0=41,ng (25 Psf Or greater live load) A, 14nor shown on these details is option4l, 143fer to A .1 .1 1. STITCH ( LOCATE IN SIDELAP AT EA:611 PURLtN I.- Structural Fasteners (Awiel to Purlin) prwol rib ereatiors. dwgs. for lwatlon if requ�red# & STRU(�, r. I - O.'C* 15PRLAP 01EINEEN �-AC r�8__LAP I per foot at till purlins U.N. r 3 per foot at eave piwlin 13. T4,er r)anel should be att d to all girte with the 3- 5 RFQ'D, 3 per, foot at endlap purlin fastener patte.-n shown 1 4- AS REQQ 3 per fo.oi� at ridg X 0 1 00 0 0 0 aX _4 p p4rlin 2# $tLtch Faqteners (Panel -to Panel) PA-13`11MIR A7TAQJt,."-- T FOR 11MM G41RT 1 per sidelap rib at all purl�ns per sidelapt rib be-I;y&tlon each run of 1)Ltrl1ns scia'W/l roof stitch (minor ribs) 4 C PonwmK U,N� U.N, �6. Attach eave �n ORNE 4per sidelap �ib at rid, -r purl (1) Patrician Bronm (P.T,BR,) 5tit.ch wall fasten.f.wq. �n & endlap purlinp I Par 1 11 o.c. plus (3) pop riwts Per STrrCK ( I PER SID =-LAP STRUCT, 611 o.c. 2 per. interior ribs atridge pur (major ribs) at 12 .4 I EDIAVE y1in endl4p purlins (CT_ AT EACH PMLIN &'2 PER P of 61, 0.0. for the first, 101,-011 from cave of C-,,wh � I ap, SIOELAp t3ETWEFN EACH PMLN PURIA14 sidelap 6, Attach eave guttor lip W/1 roof stitch (Oper ft.) to Nam: wo mig,LN RUN) roof sbt, a)nnect splice, W/9 pop rivots & end UP FA$-rL C. UL90 Uplift 1; E pe 40ELAP SIDELAP closures W14 pop rivets, Connect sticap W/1 14%3/41l REQ I)D, WHEN LAi -7, 1. Structu=3 (Panel to Purl:130 roof 'fast. ft hru roof shtf)p (1) 6 2 per foot at each purlin UoN, tnwtUral roo f oi-;t. fthrti roof sht. , strap & v,*we meaber) (1) f G I RT SPACE STRUCT 4' 0 010. - STRUCT, 4' 0,C, - per fbot at ridge purlin EXCEEDS 61-0'f 6 of st ts tter 11p into >( 14 4 Mll ro I f�L - thru ou , ide gL x 3 prr foot at endlap purlin fitrap. Pop rivets roq1d; Downspout (2 per PC.), BASE MEMBER BASE MEMBER 0 0 wo (Do 0 000 a 0 0,x 0 000 J wr foo, at eaVe purlin elbow (2) strap (4), PU-1 (4), Pr_X-1 (6),BS-1 (4) r­k�_-% 2 per major rib at rid&,e parlin & endl o purlinm J outside closur(ia are optiouml in this 1 1-A I EAVF PURUN f _17-A-1 EAVE PUR�N �H_ 2. tl5titoh (Pant, to Pa 1 7. Inside att _A1 1. ��r sidelap at all purlIns U,N, 1001ati0n 00Y. WSW With Ice Daurdngr Q�ndition), - i a] 2, Aween each run of purliils ascJ - Attach WIstitch roof �nst. at lap & wt STTrCH ( tl,* O.C. FOR ULD01 F VE STITCH �t LOC I E I.N-/ EILDG. EAVE Per sidelap be 8. Rake r D. UL90 WIth Ice DaimiJ urlins on ro ftRST 10-W OF EACH SO)ELAP AT EAVE PUBLIN Lng p �of sht. & (P.T.BR,) st -b wall fast. w & 2 BETWEEN EACH Use a c-onibination of p4ttern (8) Ice Daaming and at naJor ribs, 'T.,ap min, of 31' W/5 pop rivets. 4 PUMM RUN) (C) UTM One stit,�-b wall �fastpner por foot - SEE NUTE C3 .3EE NQ -t E 03, 0%,r% a M.-sm wr--v- oi 1h Tfe-^ —",, -+44-1, i.t-l"l P-+—-. ­— 41-4- —1..- fA% I I nvur 0: STRUCTUPAL I Rexerence Details lz� One structural vall fastener per foot, SIDEWALL AND ENDWALL SHEETING DETAILS ........... Jill ?A"Mkwk RAKE(RKF 7 ROOF SHT, 4fr PANEL RIB CAP MASTIC- DBL. ROW REQ0, AT MASTIC NOTE NOTL ROOFSHEET, ASTI(,' -ll -, -4 1 IELD CUT LIPII'R PANE I FASCIA, OWER END LAP ONLY, Ei=4 f IFI, D CUT LIN ER PANEL AT COLUMNS ATCOLUMNS (L ROOF SHT. PANEL % LINER TRIM ANGI E k � �5., -, ; NO, 140/4"SELF DRILIJNG ROOF RIS OR P40OF SHEET f aff" TtJF-- LIT CORNER POS PURLIN CH MAJOR WALL LICHT 4 FASTEWR (STITq I O)AT EA MASTIC RIDGE PURLIN R18 AND C40.12X SELF DRILLING PANEL TRUCTURAL)AT LINER PANEL-, PANhL R184 EAVE PURLIN Roor PURLIN' ROOF FASTENER(S LINER PANE' INSIDE OUTSIor LAPS) 11 EACH MINOR RI8.(TYR BOTH END RID TRIM A'NGLF, SHT. NO. 14 x 3/4"' SELF No. 12 x 101 LINLR JAMB TRI TRIM RAKE BEAM RAKE CLOSURE 01 CHANNEL DRILLING FASTENER 'ILE PANEL G (11T BASE It - BASE A! 1/2" BA S F G I RT 17 dll*"� '-,, PANEL (TA (STITCH) AT 2011 Self Drilling 1.*� LINER PANE, -rAtOL RID CAP DETAIL (BA -1) Z RoofFastener ANGLE Ul- 11 P, I B O.C. (BA-) AT_ (Structural)ln OPTIONAL < co COLUMN 8 1/,2 L 0� L8 1/2"J 1_131 MKSTIC Bach Minor Rib co NOTE: co LIN& TRIM TUF-LITE END LAPS ARE �Where Xotormediate 0*4 'L STD. 6 LAPS. SEE ROOF RCOFSHT Purlin Occurs ANG'E 9 (C 6-!& SHEET LAP DETAIL. PANF L RIB '-PANEL RIB C0RNrI<,TRJI&1 (LIS15 3-A LtNfR PANEL OUTSIDE TUF-LITE TRIM 2 WALL FAST. PER FOOT) RIDGE ROLL (Stitch) EAVE DETAIL CLOSURit (RR,... INSULATI01s4 (OPTIONAL) CRIMPED BASE DETAIL RAKE DETAIL I N 5 I.A TUF-LITE DETAIL 4 LAP AT WALL SHELET 3-D1 ET COLUMN DETAIL W/ 341 INSET CORNER POST W/ LINER 3-153 3. 1 --A n ('11 AO-PTIONAL) SIDELAP DETAIL LINER PANEL OUTSET GIRTS - I . ROOF I - E 4 4 4 4 INS!9E CLOSURE SHEETI' I [LLD CUT LINER PANEL ATtULL rRAME 2 NOTF 3-E4 OUTSET CORNER 112" B ROOF SHE FT /JRAKLE,(RKr 8 1/2" WX MASTIC— 7" ROOF SHT. RIDGE 4 1 IELD CUT LINER PANEL 4 POST W/ LINER FASCIA PURLIN rq PURLI PANEL RIB AT COLUMN$ NOTT 'VItA 0.0-001 PANEL INSIDE _PvrNSTRUCT WALL FAS7: t4o PANEL 11' LINFR PANEL �c% I COLUMN Ft[ -LD CUT LINLR PANEL RAKE !3-13 LINER TRIM (D 1-82 CLOSURE (611 o.c.) RIB RIB LIN ER TRIM FB_ (UNSUPPORTED AT COLUMNS EAVE ANGLE RIDGE ROLL DETAIL 4 FLANCL CHANNEL G (OYER 4:12 PITCH) MASTIC ROOPCHANCE BASE ANGLE ER BRACE COL. OPTIONAL) JAMB TRIM FASCIA ON 1w1k ANGL,,(D . tlN 10 (JT..) TRIM FLASHING (RCF. G INSIDE PANEL OUTSI (EI, , —) I (LT. I AM 13 TR I NiO CLOSIUQ;� I EAVE PURLIN 0 ANGLE E.AlVe f JT CLOSURL LINER PANEL RAKE BEAM Stitch goof Past OUTSIDE,*"- I ANGLE (TA -lb (61, 0. C. LINER 8 1/2" RASE GIRT 11 LINER TRIM AN'3Lr CLOSURE I (TA-..) (BC -21 d 1/2" 1 �,IPANEL PANEL RIB OPTIONAL LINER (LT �'j VANU (Attauh �Flange Brace w/Two 11 PANEL LINER PANEL MASTIC ROOF SHEET ASTIC A RIB Structural Wall Fasteners CORNER POS! BASE ANGLE 1, 2" RIB co (BA D ASE LOWERROOF 8 PANEL RIB (CT 3-A PLURRLW 4, TRIM (13T. OUTSET COLUMN PANEL RIB, CORNER TRIM,(USr 4 LINER PANEL FULL HT. LINK (httach w/3PoP P`�,vets) PARTIAL HT� LINER AT GIRT DETAIL W/ LINER 3-E2 2 WAI L FAST. PER FOOT) RAKE DETAIL BASE TRIM, DETAIL 4 (Stitch IN5ET GIRTS EAVE FASCIA DETAIL. 1-A2 ROOF SHEET LAP 1-133 ROOF CHANGE DETAIL LINER AJ ENDWALL F -A BASE DETAILS 3-D2 WALL SHEETING TRIM DETAILS 3-E 342, INSIDE C.LCASUREn7 4 4 4 4-, NOTI GUTIER (IT A 0 3"'1 NOTC, 143/4"STITCH ROOF RAKE FASCIA LINER TRIM ,JAMB TRI RAKE FASCIA REFER To RAKEDEIARS FOR LINER P ROOF SHT. FASTENER (TYR Ar RRC -1) (RKF- PANEL4.10, 40""""ANGLF PANEL RIB -A jr LINER PANEL (RKF ANDIUNDFRAMELOC �ION (STR-11 REI*ER TO GENERAL NOTES AND 1,4)00 1 oill, , " L 1) POP RIVETS TOP FILLER PANEL RIR 3 0 C FASTENER PLANS FOR LOCATION O� (PRF -1) (RKF iZ�:L 41N, E R T R I M ROOF AND WALL FASTENERS, MASTIC AND FRONT PANEL x A.. AKE (D N1 - A N CL E %�7 AND DESCRIPTIONS. (AT Pr,.�-) ATTACH WITH RIB '9 < RIBCAP TS )AM ROOF,SI-IE(.T (4) POP RWETS PLASTIC RAKE CG) A No, 14 x 3/4" SELF DRILLING (RRC -1) PEAK CHANNFL AN, co I EAVE t:AVE P REIN FASTENER (STITCH) USED ON R. CAP (PPC- 41 3-8 Inside Corner RAKE SIDELAPS ONLY MASTIC FASCIA w/2 Stitch Wall 0 1 RT CHANN GOTTER IKIM ANGLE No. 12 x 1" SELF Flasbing(Attach PANEL RIB RAKE DRILLING FASTENER L I N E R PU IN J (ST..t.) Sof ROOFSHT (3) Patrician Adaptor Trim 4 L fit Trim PANEL Fasteners Per Fool.,/ 11 'Bronze I.Pop Rivet and I C RIB LAP (STRUCTURAO., PANEL (Use 2 Stitch Sidewall LOSURE LINER PANEL I Stitch Wall (Ru, (6) Fasteners Per Foot) Structural Wall Fastener RIV Fastenero 4 Per Foot) MASTIC �EOT Sp PANELRIB (At ... 4'. ) I 1� (TYP - RAKE FASCIA E�NVE ZND FRAME PANEL RIB (AT MC -1) SHEET METAL 2 SIDELAIR RAKF ASSEMBLY (EA..,.,) I_D4 DETAIL FASCIA (RKF.... PEAK CAP (SPC- ATTACHWITH (6) POP RIVETS 3-03 r 3-F3_ 344 RAKC DETAIL 4 LINER DETAIL ABOVE GIRT ROOF EXT, WITHOUT SOF FIT f 4, 4 OVER,2.12 PITCH EAVEIC WT ER Ok tAl L 3 RAKE FASCIA EAVE INSIDE CORNEF'% -Al �-B 10 ADAPTOR TRIM DETAIL 9 3-F 4 ROOF SHEET LAP DETAILS 4 PEAK CAPDETAILS ASSEMBLY FLASHING WALL SHEET LAP� CABLE SHEETING & TRIM DETAILS 4 4 i.A4 OUTSIDE CLOSURE SEE NOTE; 6. FOR RAKE FASCIA (RKF EAVE GUTTER Q 7" ROOrSHT ROOFSHT FASTIE,140? REQ PANEL RIB SHEETING AND TRIM DETAILS H P E AK gel*% GUTTER rILIER MASTER RE. DE: 1�. KEY INSIDE CIA Q) I �, - , �, 10�. . SPEVAL DETAIL KEY FAS DOWNSFVUT PAPPLE C_IOSURF­� (PRPA) Wf ct—OSUR : I FIR'T (PKF.... (GG -C.. 0. L' RIM, NER' OUTSIOL LE TRIM Q97AIL ­ 11 .11 -1. 1 � L.A$T 11-13 82, GD AN. Numacyl REP. a -V 1 .11 M WALK WJPJDM CLO;URE',r (D 11 DOWNSP LIT STRAP 1%, o -fin LT_ J OUTSIDE 1 - ­ . -DRAW EE1_AQ ".Z. (DST*I) (2 PER. 10 FT. ING IV). &HEIR CUT WHERE SHOVON LAVE TRII EAVEPURLIN CLOSURE FT TRIM ANGLE T L RIM HIIGH SIDE FAST I EN TO' IGH RIB 40 �6 Till$ Offkt%09,11 The'Oropeny Of Varto-Pruden,,A Division Of CUST4 SECTION OF DOWNSPOUT) EAVE PURU 00 DRAWIINO PANEL— U2_ ANGLE, SEE NOTE Intonatimial Corp,. Ahd is Lowed Subject To Tha Con� I . ..... . .. . . ................. ...... ... OFOR PL STIC Ir *ad (TA )WITH I Thlit it it �Not to, so A od IL U To Ptonlah In. LOCATM R18 FASTENER,�REQ foffmtlon FO The. k4akln LINER '11 Of PrInts 'aiteot As Tko ORNERCAP E)�eV�144 81/2 Sa6efloned in Writiq By Vint laoWNSPO OP o-ftdtn OR WALL LINER PANEL S & DS 101 PCO -1 ....... ROME= MOIL EL M A 60t WIA;hout The Aio,� ut All, Detalit Calliki For IVETRIMIDETAIL 4 The R60WWVI�ty'bf Tho Coatradw to. kiauro Thist H6 HIGHEAVEW/CLOSt SIOEW L_ It" E PEk $TO, &,I,- Vj� 04 This N W� WWINS 61,01RUN NWIt 0410*�Work 19,Stort ON 01 4 , 1i 1 .0 &N&� 'AWIIIIN� AAVL 60W,14SPOUIr I51LBOW EAVECLITUR (tG, , varco-prodo,�, Ao*pw Aespahowlity to WOk behe On ThIm I 1 0 ff F, % , LINER P AEL I VA F R� Nod T ANER nn '"'A INNINE" UR LIS 1K OF: AN A NNALC '4� MIMI own I I'Mm.1m A 7`7 71,tl� 90! 'R. 4 A p1_1 . " 4 -t-, f 711 1�� 4ZA ........... ... . .. ........ A' F 4 t .5- L --F) 2-A mum, 101l'i sr"Itimm i I RIM hl A14, '11:1 rk, (11 A%111` OR Ef I RT F9 A M o 1, L 5 57 L t QERT B.— QUEST 77 OR H FA D F R 11 L, A D.0 R 'l, F, "t 2 A (", 14 ji 2 r-` rrr - . � � V/DrF1 . / A�l I T S - 2-G I I H I j 000" 1 RIM ic Ht 01 11, 1.41M MARK NVMI$f AS AND QUANTITY r 000R5IZF THIMPA(KA(A If IQ 11 V Or W Of 05 HM 10 HTS 5 04-4 WDF' OTP-1, 0,A IQ* 3 z 17XII, I CIRT P4 GIRT -110 10, x 10, 2 r UT 0 1 ry) m 01 RT .0, it 1 0 (1) 2 2 0 1117UP CUT SHEETING Q 12' x 27 0 0 �D .4 7-c FT- fl AS R4k.'QUIRI D 12' x 12, -4 1 0 OR, OR I, , .— _4 OTP 2 .43 Vx III, (o 4 4 E= 3 3 OK 4'x 11' litf 4 0 R 14 x 14, DI V-, 14 x "fi, Wit r) 3 L 4' OTP-6 16, x IX —eh 11t XL I EE z 4 2 2 , 11, 1 JjTP-7 4 6 2 OPI IN ()PI OPFN LI f- 4 1 OPEN 7i PAPT NO 6NOTH OPEN SERVICE DOOR FR. D)OR FR. SERVICE DOOR FR. OVERHEAD OVERHEAD DOOR FR. OVERHEAD DOOR, FR. SERVICE DOOR SERVICE DOOR FRAMED OPENINGS (NOT BY VP) BY V P) [JAM13 TO GIRT) JT07- 7-43/4 ()AMR TO "C" G. I RTJ [JAM,13;TO FR, OR 91<13,1� (NOT HY VP) (fly Vfi No"(F DOOR MUSTHE 51111 f ING TR� M im r 10CA FDPrRVPfRFCTION,GLJIDf` JTI 0 10.3, HTS'Q, 5 HMO- 10-6 v 0 i LTN NOT F LAII INS01 ATION 0 F05 5,_1 11,2 411 G I P T 1/4" 1111.0 LOCAT1` & DR[I L (2) 9/16" OVI` R [AVE of DFI 0- 10,_3 SILL[* - DIAM, HOLES IN RAKE BEAM TO P AN 1!1, P� I B) M I M B I R &' A T I A 0 1 FA v r WOF04 3: -Il JAM 'RETAI1XVBR AITACH r),TC-1 PANu L I N FR N-11 MI'll R WOF06 6 -.5 6 DOOR RAKE I I FRAME CVIANNLL-), STRUCT. WALL. Rill CIR I ]I I PANEE SEFERECTTON GUIDE NOTE** I-AST[NLRS FOR ADDITIONAL (FOR DOOR 5JrZES NOT SHOWN �WOVe) A-307 IV HEAD CLIP A I I DETAIr.S -OR FACH JAMB OR HE�ADER, Ef "0 L (I FISO- TI i E MAXIMUM NUMBER OF 10'-:k" MEMM R '-11- A E) I 6" 11IR RAKI, Eol I DOOR HEADE R, I PIECES AND A MAXIMUM OF ONt WAt K tt)()R 0111.%1. P. ) 0 . 1 1. If- ) A Y% 13 1.,'A M * 3 it'441 (D III it 10 A f I'AUJI fNMJI A. I ION 5'-1 1/2" PIECE! TO DETrRMINr __j ­ __j TRE MAXIMUM NUMBFR'OF 10"i" To) BASE tyff,Mill k r PIEC6 DIVIDCTHE OPENINC, -Fir- 95 X It' A 07 JAMB WINDOW �WINDDW,T­Rim (A j 1: R A Nit -MBER WIDTH k q LENGTH BY 10 AN RAKL IF TH� REMAINDER 15 ILM THAN SILL PLATE DOOR Mr, JAMB ell LEATI (N.P.1v1p) BEAM TITS. D 0 OR OR EQUAL TO 5 -0"' USE A 5�l V2' Ey I 1.,00R BASE (4.1 -,) r 2 1) F L A 14� Itil N G; I V, PIECE If IT IS GREATER THAN �A �,`;,;Vffl TO GIRT CONNECTION I -A SECTION ".A -A" ALT. JIAMR 'TRIM DETAIL AT O.H.D* '.Al Or T-0", U S L A 10'1 P I F C I-. A Nor) bASE CONNECTION % jAMB CONN.TO RAKE BEAM WINDOW HEA0 DETAIL 7-A INSUIATI N DETAIL (OUTSET GIRTS) IN DOOR TR N 0 M I KNI A t. 8 112' (JEANNE 1, DOOR PURLIN 1,4" NO 11: DONOTINISMATF fIRSf VENT DETAILS' 5 I IT I D'I OCA Tf & DR I I I (Ti (WSC, I)IARf WIDTH 2 COI LIMN WINDOW SIJPPORT RON01 VAINII. RM' SIARI .# -_ _ cbilfi` DlAr ]I()' US IN RAKE -_ r- ;:- CHANNI t RFQ'D IN�01,,A I ION A� SHOWN, G; R 1 7 W/ - �j r , -_ _�_ 1NSL1I AT) _u_ MUI 11111 U CONDITION(iiii CAP WIAM TO ATIACH DIC,2 ON h"O x I" A-307 BOLTS RAKf DRII I NCYITP,; CLIPS MAY BE 31 LINLR DOORI-IFADIR PAN U L __u_ — if I IRST RUN r PANH F� V9 t r u ct u ra I O)HOP 1c.TZED Rill PANLL Rill AIR SHAFT POP RIV Tr 3 1/) W VENT70 all Fast �t� h 0 x MULTIPLE WINDOWS I INI, R 4'-011 r, C I .4 ��l I t, , ION PANFL JAMB TRIM PANUt, RI � I DIRI(310N �'L 1) 1) R I L 1, (2) RAKE BL -,M x A-307 DOOR '16" DIA. HOLES x OT 7� (STAR. 'NG R001, INSLIJ AT ION) 307 HEADIR LJN�R re---- — . — __ - —_ _ — . 0. 0 11 16 INYTAI I io -- TRIM WINDOW 11 � X I" A-307BOLTS WRT A-307 (LDI`I_ ) 17 1) TAB� & Mastic, DAMPf R FU R I IN )A C14 '0 �NIAPL[ 18"O,k FILL VOII D I i re to �N, TRIM if 7_1 D J C-2 0, J- 1 R TO ill V/,` PART JAI RUN I N1 Ax.) (Lir r'- DOOR NO�MINAL DOOR JAMB [it ADI R 11 0 R U)"11-1 DIA P L 1', JA �,l B C)V[-Rl,-IEA JAMB it NZ-3MM ULLIY 1­11ADI R r- TRIM LASH ING, WINDO 'H1 0 x GIRT AND DOOR, HEADER' DOOR D DOOR 1­If_IG W AT A(, H I AB ORD DOOR ONLY 1, 1 (4) or 2), Xk- 3 0 7 BOLT TOCOL MN CONNECTION If! I RAMt q-1— — I (wis H) RAKI SECTION "13-13" 7r_1 I'A N 17 L, (SIDE TAB D[' I AIL) IJ ;Fl, ALT,,JAMB (OU I SET GI R1 S) ( HANNI L TIONS' Rif I 1EADER CONNEC 2A JAMB CONN. TO, RAKE BEAM 2-K TRIM DETAIL AT O.H.D. 3-A2 WINDOW JAMB DETAIL INSULATION DETAIL 4'' 5 (INSLTG(R1*S) 4-6 6-A NOMINAI 5 HEADER W/ LINER & MULTIPLE CONDITION (RAKI, &SIDE TAB) 5 APEX 20 VO4T DOOR HOOD BRACKETS -- 1( 8 l;2'. NO I 1171D LOCA I'l AND DRILI (2)9/16" 01A. I-JOLITS 8 1/2" 3-A3 4-C Wit) I I i FAV E TRIM DETAIL AT O.H,D. SEE ERECTTON GUIDE E PURLIN BEND AND POP RIVET HOOD-ATTACTITO 2 .3 -A IN LAVE GIRT 0 AT`TACH JPIMB WINDOW mi FOR ADDITTONAL DETAILS TO CONE BEFORE .4 WINDOW 'BRACKET ITH ATTACHING TO 1-100t) -TS x JAMB I -RAM" [RIM (I.r POP RIVV NOTI'� Sl' A- 307 BOLTS F111,D,L 'ATf.,,`(2)9/l6!"DIA PAN t 1, INSUI, A I ION Sl I f� IT I N(; 2 z 7 > [AV RTCONN. HOLES IN RAK[ Rif) I (SSC NOTIL. VENT' 'C L PANEL. LINLR PANI I JAMBIRIM PIPE NOT To. < 1*0 RAKf BEAM G -5 G C-4 13 E AM 10 R G CA 0 R G(,�_')*r 4 1/4# L) I SILE 1-/Nvr IN BAY WHrR[ FAVF MAN DOOR C7(; IQ! 1 0 N E PI F, Ck. TOUCH SIDJ�' 0 0 GIRT I IffADER I Ll 001i)R 1111]) ORII 1. 1 :) —45 R IT IS REQUIRED, LINER BA S E& CON A, OF CONE AN j I K 4,t') If)"ro DIAr (WbF ... SILL PANE1. B TRIM I I iki OR 12d o 0 PANEL (�(,)NI-VENT I) f 1011 DOOR FRAME (LHSO- I RIM STRI P VP -200 r HAUNCH X I -lei" A-307 t IN- R DOOR Le (OPTIONAL) RIVET NOMINAL. rn I I Lj 11, ASI -I I NG Rill BE FIELD -CUT' z TRIM JAMB WE ,i TO VENT DIA. DOOR HEIGHT LLJ x Ill A-307 CL NOTE, (MAX '6"DIAr.) 0, _j - 001 8 1/2" r j W L I N 1 R ADOV& A I r, I < ["AVE GIRT CONN J`AVI'li ONN, FORTRIM �TRIP SPI K ' 4 - V ASTI N R) teners SI _�NF . 11 [- (1 1 V.- o- W 10 INSF I I RAM E TO OUTSET I RAME DOOR I RAMr (DIM. . PURLIN OR GIRI "l,"(2)SILFOR11 LINC Lu Ic) StructuralRoof Pas %4 N I P I J'j. v IN 7 1 4 3/4!' L 1, N EI PANCL Rill (�JAMH 7�C HCONE 3 ':'Vvt!' k,01RT SEALANT L. 10 "C" GlqT NOT[:. CLIPS MAY BE SHOP WNLD[.D Tor-ni, ('ONE ")OF j,­,FM6 'r 2- TRIM (j, WI N DOW SI LL DETAI L INSULATION TRIM STRIP DET. JAMB CONN. AT EAVE TO THL FRAML '2-G TRIM DETA L AT Naomi= I I : I SERVICE DOOR HEADERr DOOR JAMB & HEADER 7 ETAILS (PARTIAL OPEN BAY) 5 WINDOW DETAILS INS LATION D CONINENT 6 DETAIL ---- ALA— DOOR COL.. NOT[ PI A -A I; HOOD - D .0 C0 I Al TO �iRKTA RVICE, DOOR, I RAML JAM13 I I OUTSIDE 1-1000 BRACKETS- JOWN'BY VP LINIIR JAMB "RROA WITH P BASE 0 A 1- 9L OP p1fvr_i$ OR 0 X A�307 FB, PANEL TRIM ROOF CLOSURE BEND AND POP RIVET INCH MEMBER) 6 GIRT LINER PANEL TO CONE BEIJ�FORE: 0"T Tr PIPE. ANCHOR� GIRTPLATk__._ t. / ATTACHING TO HOOD VEN _10 Gc- 5 Nc 0 m X, -LOW 112 .N .% DOOR BU CUT BE JB (0 A-307 (Typ TRIM FLASHI T of, nNE GC -4 (DJT . ) . I 31 RT to DOOR DOOR V B. -1 PURLIN ONE PIECE 0 BASE & CONF 11OLTS 0�4 JA 0 A N G L.E JAMB` DOOR 1 110 JAMB !�N41 - ___1 M B r 1 1/4 DOOR rRAME 'Off (TA I 'RAME' f I �� 11 . . . . . . . . . . . . (M I N.) ca4 —ca.) "AINEL Fill, DOOR WIDTH I'm 7� 10) 0 RIVET DOOR JAMB T -O" (M I N.) NOMINAI Ar "42 3/4" AX.) GIRT FILLER N TIFF, VP�200 LOCATFRVB-1 8, RVO-2 UNDLRCTR, or HIGH RIB RIB ANGLE (GrA- PANEL RIB PANEL RIB BAY SPACING JAIM PX-TAINER !-.,OR SINGLE; UNITS USE (6) 8RACKt-,TS PER VENT Attach with Self `TS.3'-0` 0,C roRCONTINUOUS VENTS SPACt,'BRACKL INSET Drilling S,t:ruc TRIM DETAIL AT VP SERVICE 3-B3 I EACH Sl DE AND A-rTACF-I TO VURLINS WI TH SELF GIRT _'O DOOR JAMB, SiLICONE SEALANr A�LT. JIAM 8 Wall Pastenors VENT Pjj'�_ O.H.D. JAMB OUTSET DOOR WITHFULL JAMB DRILLING STRUCT. HOOF FASTEN E RS� ATTACH RIDGE 2- 2-9 TRIM DETAIL AT VP VIENT TO SHEETING WITH VPL CONN. BASE'CONNECTION MIN.DOOR LOCATION 2. M 1112 3,aB FULL LE -200 RIVETS. INSTALL OUTSIDE CLOSURE Nrl*H OF VENT BOTH SERVICE DOOR. JA B SERVICE DOOR DETAILS, SIDES RIDGE VENT DET. CON 11101 J. Mli IBETWEEN ROOF SHEET AND SA$E OF VIENT, [-VENT 12 DETAIL Ii REmiNER DOOR JAM13 1 2" Ox 1" A-�107 _4A y I Tr Typ. 1�p TOP 0[' (INSTALL BE CANOPY MASTER REF DETAIL KE D o op. FPA�T FOR[ BOLT W/ N G I RT WALLSHLT,"Z�, ECIAL DETAIL REV. IMTE REV. WAL. MASONRY By QjEjA,, 0 3AR ELEV, 61" 1/2" 0 x 5 1/211 BOLT W1 v R J"', j%A'E D 0 E N NG D E T A 11 S IS IN PLACE) WALL AN(il-ES MEMBER 2 (3) N UTS DETAIL ASTER REP. 5 ci r.", I I-. NUMBER SEUT NCL G D DR. Wit SCAU Ou UXR1 1/4" RAMSETS ING NO WHE MAX --------------- J BC- l (2) I­IANGER*ODS CUT WHERE SHO%" ci wpm" 11 IFIFON, (2) z 00 r- IN. A 13-S J.+n u CUSTa < This DrawIng Is The Propiarty Of Vorco-Pruden, A Diviqion of k 11 FLOO OR HEADER SILICONES.EALANT WHERE R A ,4 9 Arrica hiternational COP-, And Ig Loamed 5 ROD PEN0*RATrS WALL SHT rl�. SUbjeotL To thN Con CK 8Yt DATE CINCH BASE MFMI33rR It iitl 0 TRIM (HT_�. _1 be A dition "hat it Is Not To Bo Reptodocod Or Used To 'Furnish In- L=TION ANCHORS f0i'Matiah For The Making Of Drawirigs Or print$ Excopt A& DOOR FRAME Sanctioned In Writing by Varco�Pjr r uddn DBL, NUT W/ WASI-11-RS 6-15-79 131) LL PLATE, SUR-JAM11 a 65 L opmm.- r= Nom. opr-N FIELD DRILL AM H012S IN 13 IV Of All"60cilk Callid Por on Thitt Draw., Of The., Controctor To Imsure ThM Ho. ing, it is Tho Aesponttiblllt� OF CANOPY p1m, GI W -S W ATTACIA 0009 Varoo-Pruden Accepts No Rosp*,nmbility for Work Done On This DOOR i + VA C,O P�R E �N IS, Ptoll� I Without T'ho A14 JAMB BASE CONNI CAJ,ioPy Hog Theso ills BON'te Wbrkrjo "Oded� JAMB BASZ C 2-E 'SERVICE, DOOR CANOPY lilih� LL C0 #VAL OUILot'j'dr 1AANUFAdT(Jq%41 'ON R o WITH MAS Y.WALL MASONRYWALL. _(OP"O'AQ lulyl �ft I RN '0 AMCA INTERRIATIONA F Pr 14 Mr 10