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HomeMy WebLinkAbout042-090-048r- - 42-09048 TRAVEL TRAILER WITHOUT PERMITS 11/7/90 e Vft alr"A�L I A.P . 42--09-*Sc ROBERT RYAN s1s Hwy 32 --app. 410 mi -:--west of � Kennedy Ave., Chico . Permit 777-73P,EX13 (utilities for mobi e home) A.P. 42-094 Robert Ryan s/s Hwy. 32 app. 4/10m3 - of Kennedy Ave., Chico Permit 790-74B (constru. deck and demolish awning for MH) AP 42-09-4 :G Permit# 3794-75B(.awning., MH` "� 9� % AP 42-09 8 P rmt# 3939­475B(garage) (-�� p � / 42-09-48 ,— Permit #4824-75E"(e1'�c . for #3939-75) .42-09-48 4286-9 OB RYAN & BROWN 2917 Hwy 32, Chico �F)� (ramada over trailer for flower sales) C'042`'090==..048 ' 0(00=3021 FRA _ SET'- CONSTRUCTION @`1I� HWY. 32:CHICO. 95973Q/ C�CONTRO : WNER �_ f"rlco l NEW Ml1 l STORAGE_BLDG`•"A" 042`090fit- 11i 048 _ fd0=3022 g:. 1. RANISEY CONSTRUCTION _ x`07 F7 HWY;32 CHICO'CA,95973 ..: . I'06NTR:,OWNER +=iv�(,,�`�-�p"�� `�`._ �- .• r .,..tion. _,... . :,� ,� • °' l'� s�: _ - 14 11 t { h I A.P . 42--09-*Sc ROBERT RYAN s1s Hwy 32 --app. 410 mi -:--west of � Kennedy Ave., Chico . Permit 777-73P,EX13 (utilities for mobi e home) A.P. 42-094 Robert Ryan s/s Hwy. 32 app. 4/10m3 - of Kennedy Ave., Chico Permit 790-74B (constru. deck and demolish awning for MH) AP 42-09-4 :G Permit# 3794-75B(.awning., MH` "� 9� % AP 42-09 8 P rmt# 3939­475B(garage) (-�� p � / 42-09-48 ,— Permit #4824-75E"(e1'�c . for #3939-75) .42-09-48 4286-9 OB RYAN & BROWN 2917 Hwy 32, Chico �F)� (ramada over trailer for flower sales) C'042`'090==..048 ' 0(00=3021 FRA _ SET'- CONSTRUCTION @`1I� HWY. 32:CHICO. 95973Q/ C�CONTRO : WNER �_ f"rlco l NEW Ml1 l STORAGE_BLDG`•"A" 042`090fit- 11i 048 _ fd0=3022 g:. 1. RANISEY CONSTRUCTION _ x`07 F7 HWY;32 CHICO'CA,95973 ..: . I'06NTR:,OWNER +=iv�(,,�`�-�p"�� `�`._ �- .• r .,..tion. _,... . :,� ,� • °' l'� s�: _ - 14 11 w-- COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 (530)538-7541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 00-3021 for the following: Use Classification -.Mini Storage Building A Address or Locationv2917 Highway 32, Chico, California Group: S-1 Occupancy, Type: V -N Construction. It is hereby certified for the occupancy described above and may be occupied. Date: 07/06/2001 Michael C. Vieira Manager, Building Inspection COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 (530)538-7541 CERTIFICATE OF OCCUPANCY. This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 00-3022 for the following: Use Classification:Mini Storage Building B Address or Location:2917 Highway 32, Chico, California Group: S-1 Occupancy, Type: V -N Construction. It* is hereby certified for the occupancy described above and may be occupied. Date: 07/06/2001 By Michael C. Vieira Manager, Building Inspection MASONRY WALLS N -E I S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift EFIREWALLS Occu anc Area Pro ertm Board 1st La er 2nd La er s= COMMERCIAL' 042-090, 048,00-30 I -RAMSEY CONSTRUCTION _ _H WY 32 CHICO CA 959737 �+�CON'iR:'OWNER ,:UEW IViINI STORAGE`BLDG `"A'_' - < c -C)6 -3©z-3 0-06 - 30 a �vo� %r0lic evp�a�i0 �✓ / SSU Ff *tog 0o s 3 QF- ( T-MuCf( , l WIM 'J=OK O=Not OK - = Not Applicable Not Ready COMMERCIAL Date UNDE 00 Plans OK except It's C-Aeloni Setbacks -Easements -Flood -Slope -Soil Report g., Main; Soils-Uter Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. n „6. ReigP., Steel -Grade -Placement r �. 7 - ah• Steel-Wraooed-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 / 11717 Date e/ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) bK except It'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 k's 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90" -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At _ 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except tt's 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. H.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except It's 40. Sits, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. 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 Date Card B-1 Date Card B-1 Date Card B 1 Date Card B-1 Date FINAL (Plans) OK except a'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 0 Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor o Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-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 Occupancy (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Cutter Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMI N J. (Rev. 12/96) APPLICATION AND PERMIT �' �3 ASSESSOR 42 090 ER 048 ZONINGBUILDING PERMIT OWNER 2961 HWY 32 CHICO 95973 TELEPHONE SO. FT. OCC. BUILDING VALUATION 5200 114400.00 .OWNERS MAILING ADDRESS RAMSEY CONSTRUCTION CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 114.400.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 692.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 449.80 BUILDING ADDRESS 2 Energy Plan Checking Fee $ PERMIT FEE $ 1161.80 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other C.OMMF.R(.TAT. SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New Rx Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MINI STORAGE BLDG "A11 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS1 GI w @20.00 PERMIT FEE t ELECTRICAL PERMIT Filing Fee 20.00 Main Service .OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under -penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWEUJNG OCCUP. OR oNS• ( CCS 3 Soso FT. NEW MULTI oL NON -REBID. @7.50 POr APpAaiTUS 8 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES B20 O 1.00 FIX Ex. Occup. Ounces R -OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall ith compbLwith those provisions. / ) X Date / L 4:::�� Si nature of Applicant - VL Owner ❑ Contractor ❑ Agint An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspectio Fee $ !9 cc OST °E TOTAL FEE $ 1161.80 HAz IMP oo F p CEL HD xs E This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. rate j ©/ V T Receipt No. 309344/$499.38//314790/$652.42 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 I N COMMMCIAL __ APP�LICATIONANDPERIVI- 4�P�/7Y ASSESSOR PARCEL NUMBER 048 042-090-�'6, ZONING C2 BUILDING PERMIT RAMSEY CONSTRUCTION TELEON 91 _0678 SQ. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 2961 HWY 32 CHICO CA 95973 F0 CONTRACTOR'S NAME RAMSEY CONSTRUCTION TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Ll Q 0 Total Valuation $ 1- rhizi ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ -moo ARCHITECT OR ENGINEERS MAILING ADDRESS RUSSEII, Plan Checkin Fee $ BUILDING ADDRESS 888�, Z Energy Pla Checking Fee $ * $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP CLIMBING PERMIT Filing Fee 20.00 USEOFSTAUCTU SF [3 Duplex [3Mobilehome 13 Other MINI RAGE SPECIFY Eac Trap 7.00 S ar or heat pump water heater 23.00 ater piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑Oth ❑ Describe Work: rr LT Gas piping system 1 - 5 outlets 15.00 Buildin sewer 15.00 Mobile Home IS G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 LE Main Service A OR LEGS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions f Chapt 9 (commencing with Section 7000) of Division 3 of the Business and Profes ons Code, and my license is in full force and effect. License Class Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from t/Conctors License Law for the following reason: J& I, as owner of the property, or my employees with wages as tompensation,Mobile will do the work, and the structure is not intended or offle.❑ I, as owner of the property, am exclusively contracting wd contractors to construct the project. ❑ I am exempt under Sec. Business and PrCode for this reason WORKERS' COMPENSATION DECLAR ION I hereby affirm under penalty of perjury one of the followin declarations: ❑ 1 have and will maintain a certificate of consent/O self -insure for workers' compensation, as provided for by section 3700 f the Labor Code, for the performance of the work for which i U this permit is ed. ❑ 1 have and will maintain workers' compensation In rance, as required by Section 3700 of the Labor Code, for the performance of wjfrkforwhich this permit is issued. My workers' compensation insurance carrier d policy number are: Carrier Policy Number (The above sections need not be completed the permit is for work of a valuation of one hundred dollars ($100) or less:py= I certify that in the performance of the wor for which this. permit is issued, I shall not employ any person In any manner o as to become subject to workers' compensation laws of California, and agr a that if I should become subject to the workers' compensation provisions of ection 3700 of the Labor Code, I shall I com those provisions �) X Datev _ Signature of Applicant - ❑ Owner ❑ ontractor ❑ Agent An OSHA permit is required for excavatio s over 5'0” deep and demolition or construction of structures over 3 stories in height. Main Service 1000A 46.00 NEW CONST. DWEWNG EL G Occ. s0 OR ADONs. ( a ACC. eLDs. 3.50 ,Ipµq°�q,p ' MULTI.OUTLEr @7,50 POWER APPARATUS a SWGLE 011TLE7 CIR. OCCU . OUTLET OR FIXTURES B20 @ 1:00 Ex. Occu . OUTLETS ED p61p.OEA 5.00 Tem rar Service 23.00 me Facilities 20.00 Misc. Wiri23.00 PERMIT FEE $ MECHANIC L PERMIT Filing Fee 20.00 Heating Coolie Hood 6.50 Ventilation PERMI Et $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOT L FEk$ H„_ T Y D FE6 IM FLOOD CD PAR Pp HD SUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the app11 b1e provisions Resolution to do work been Dai Date pate) ReceiptNo. 309344 499.38 c WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR DENROD-APPLICANT „ I trOUNTY OF BUTTE+DPPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION E' 7 County, Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P MIT N . (Rev. 12/96) 00MMCIAL APPLICATION AND PERMIT ® 9 EL NUMBER (�� /�(]/� n'- 042-090 048 7.NER ZONING CZ BUILDING PERMIT EY CONSTRUCTION TELEPHONE 391-0678 SO. FT. OCC. BUILDING VALUATION . OWNERS MAIUNG ADDRESS 2961 HWY 32, CHIOD CA 95973 U 0 U CCOANTTRRA�+CTOR'S /N'AAME��r'��ptT�ry��/�}�7 `- RAMSEY CONSTRUCTION TELEPHONE '+ / CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER .. Fireplace LENDER'S MAIUNG ADDRESS ` Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS RUSSFU ER11i 58460 Plan Checkin Fee44 li $ BUILDINGADDRESS 888 MANZANITA C 95973 Energy Pla ®Checking Fee $ $ - l PERMIT FEE LOTNO. - sUDIV60NSNAM B1E PARCEL MAP LUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTU SF ❑ Duplex ❑ Mobilehome ❑ Other MINI RAGE SPECIFY Eac Trap 7.00 Solar or heat um water heater 23.00 &ter piping 15.00 /Each—gas Water heater or vent 15.00 TYPE OF WORK New 11 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Oth ❑ Describe Work: NW MINI STORAGE Ra "AV I Gas—piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE,. $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service z.Da+oa mLE ss 23.00 LICENSED CONTRACTOR'S DECLARATION III, I hereby affirm under penalty of perjury that I am licensed under provisions �f Chapte 9 (commencing with Section 7000) of Division 3 of the Business and Pr fes Tons Code, and my license Is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Con actors License Law for the following reason: ' I, as owner of the property, or my employees with wages as their so a compensation, will do the work, and the structure is not intended or offered f6r sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason ,/ WORKERS' COMPENSATION DECLAR ION I hereby affirm under penalty of perjury one of the followin declarations: ❑ I have and will maintain a certificate of consent o self -insure for workers' compensation, as provided for by section 3700 f the Labor Code, for the performance of the work for which this permit is Issued. ❑ I have and will maintain workers' compensation In durance, as required by Section 3700 of the Labor Code, for the performance of wk for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the wor for which this permit is issued, I shall not employ any person in any manner o as to become subject to workers' compensation laws of California, and agr a that if I should become subject to the workers' compensation provisions of action 3700 of the Labor Code, I shall forthwith comply with_ those provisions. 4„% X�� Date ��2?�fiy Signature of Applicant - ❑ Owner ❑ Fontractor ❑ Agent An OSHA permit is required for excavations over 60” deep and demolition or construction of structures over 3 stories in height. Main Service sooA TO tOooA 46.00 NEW CONST. DW ,E Ji OOCUP. OR ADDNs. s ACC. S. sD 3.5¢Fr; NON-REW 1. CONST. MULTI.OUTLET @7.50 POWER_ 8 SINGLE OUTLET CIR. Occu , ovn.ET OR FIXTURES '0®'•0° BAL .30 Ex. Occu . ouT ED Ra I EA 5.00 Tem rar Service 23.00 Mobile me Facilities 20.00 Misc. WiriNng 23.00 PERMIT FEE S MECHANIC L PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERM11riii S Mobile Home Installation Fee $ Energy Inspection Fee $ occ I CONST. TYPE V /� TOTAL FEkk$ • HAz D. FEES IMP' FLOOD ,.�. CD .� PARCEL PD HD SUE This permit is hereby Issued under the app1' of the Butte County Code and/or Resolutlo�o indicated above for which fees have been By Date PERMIT EXPIRES ON ble provisions do work paid: Te Receipt No. 309344 W9.38-% ,� ` Ar WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �_�;, BOUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION " - ' 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMS NO. s T(Rev.12/96) =2 -'�CAPPLICATION AND PERMIT A� '•� ASSESSOR PARCEL NUMBER 042�V N— /�(��'�i i� 0" ZONING �� BUILDING PERMIT OWNER,,_ _,*3A : 'WNS'IR=ION TELEPHONE 691-0570 SO. FT. OCC. BUILDING VALUATION _ lfUlJ �u OWNER'S MAILING ADDRESS 2951 111Y 32, CHIC O CA 95973 / 0 U CONTRACTOR'S /NAAM�E'] t , ^�7 l.1C=Y �t;.l Wx'Ii�VIVaV TELEPHONE , .. I CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace U O U LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 1` $�s" ARCHITECT OR ENGINEERS MAILING ADDRESS TWIRSEIL>r1 Q * f Plan Checkin Fee L1 $ ADRESS BUILDINGD it�i�► t'.9.AIIITA Cr.STi A 1211100 Energy PIan�Checking Fee $ $ , C') • *t .Mm 32 PERMIT FEE S -' ! LOT NO. SUBDIVISIONS NAME "" PARCEL MAP CLIMBING PERMIT Filing Fee 20.00 � USEOFSTRUCTUitE _ SF ❑ Duplex ❑ Mobilehome ❑ Other r-auti '! °sE SPECIFY Eac Trap 7.00 Solar or heat um water heater 23.00 Oater piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New 01 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ �O\th❑ Describe Work: F01 14INI SMV-11�ii BL111^- IV `, Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W (a?20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service '.".v OCR Cuss 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions f Chapt 9 (commencing with Section 7000) of Division 3 of the Business and Pr fes ons Code, and my license Is in full force and effect. / License Class Lic. No. OWNER -BUILDER DECLARATION ctors License Law for the following reason: I hereby affirm under penalty of perjury that I am exempt from the Ciecompensation, I, as owner of the property, or my employees with wages as theirs will do the work, and the structure is not intended or offered fair sale. ❑ I, as owner of the property, am exclusively contracting with li4ensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO tOooA 46.00 W-OAEE NEW CONST. DWELLING OCCUP. OR ADDNS. & ACC. OCS. SO 3.5QFT: �NpNtw q�Ip,' MULTI -OUTLET RRAMQW CIRCUITS @7,50 POWER APPARATUS &SINGLE OUTLET CIR. . Occup. OUTLET OR FIXTURES SAL @@ Z. FIXED a G� Ex. Occup. 5.00 Tem rar Service 23.00 Mobile me Facilities 20.00 Misc. WHAR 23.00 PERMIT FEE s WORKERS' COMPENSATION DECLAR ION 1 hereby affirm under penalty of perjury one of the following eclarations: ❑ 1 have and will maintain a certificate of consent o self -insure for workers' compensation, as provided for by section 3700 M the Labor Code, for the performance of the work for which this permit is is ued. ❑ 1 have and will maintain workers' compensation insturance, as required by Section 3700 of the Labor Code, for the performance of w rk for which this permit is issued. My workers' compensation insurance carrierd policy number are: Carrier Policy Number I (The above sections need not be completeQ the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the wor for which this permit is issued, I shall not employ any person in any manner °so as to become subject to workers' compensation laws of California, and agrie that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwi h comply with those provisions. X / �, /J �'6!' a _ Date % �/ ?i w Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANIC L PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITS EI: S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ ", , CONST. TYPE VN TOTAL FEh.$ HAZ. D. FEES IMP FLOOD .... CDR. PARCEL ..� Po HD ISSUE This permit is hereby Issued under of the Butte County Code and/or Indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid Date ate Receipt No. 300344 I U -7 '/0 /,, /P C4 U__ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Lot '`• ,5 l —' • x T ' OUNTY OF BUTTEDEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Cuter Drive • Oroville, California 95965 • Telephone (530) 538-7541 `P RMI, No. (Rev.12/96) � ' APPLICATION AND PERMIT f'� ' '���� I ASSESSOR PARCEL NUMBER, 042 ZONING Q BUILDINGPERMIT °N Cb�CTZl TELEPHONE l"$ SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 2%1 HWY 32 CHIOD CA 93973.:, r'+q' G jt) Q 0 U CONTRACTORS NAME Wsff TELEPHONE •-•""�+*' 1 • t CONTRACTORS MAIUNG ADDRESS r� A CONSTRUCTION LENDER / ,( Fireplace j? ; LENDER'S MAILING ADDRESS Total Valuation $ 13�. ARCHITECT OR ENGINEER LICENSE NO. }/ Filing Fee J $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS gg—gsai,Plan Checkind Fee Q U 'Y 2ri $ BUILDINGADDRESS 888 I�i4NZA13ITA CT. �. A CIRCO CA 95973 Energy Plan Checking Fee $ % PERMIT FEE $ LOT NO. SUBDIV610Ns NAMEPARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 13 Other �x �� SPECIFY EacV Trap 7.00 Soar or heat um water heater 23.00 ylfater piping .15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Oth ❑ Describe Work: M 1401 STORAGE 131M �oA�t Gas' i in stem 1 - 5 outlets 15.00 Buildin sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEF,,-"$ ELECTRICAL PERMIT Fling Fee 20.00 Main Service a OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions / f Chapt' 9 (commencing with Section 7000) of Division 3 of the Business and Prof es ons Code and my license is in full force and effect.% License,Class Lic. No. ` OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Co/ecompensation, ctors License Law for the following reason: 3 I, as owner of the property, or my employees with wages as their so will do the work, and the structure is not intended or offered r sale. ❑ I, as owner of the property, am exclusively contracting with l' ensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Pro} ssions Code for this reason / WORKERS' COMPENSATION DECLAR . ION I hereby affirm under penalty of perjury one of the following/declarations: ❑ I have and will maintain a certificate of consent,t°o self -insure for workers' 6 compensation, as provided for by section 3700 f the Labor Code, for the performance of the work for which this permit is isiued. ❑ I have and will maintain workers' compensation in durance, as required by Section 3700 of the Labor Code, for the performance of w rk for which this permit is issued. My workers' compensation insurance carrier d policy number are: Carrier Policy Number / (The above sections need not be completed ,# the permit is for work of a valuation of one hundred dollars ($100) or less.) T/ I certify that in the performance of the wor for which this permit is issued, I shall not employ any person in any mannerho as to become subject to workers' compensation laws of California, and agr a that if I should become subject to the workers' compensation provisions of action 3700 of the Labor Code, I shall J forthwith comply -with those provisions. ,.,t X / sr�`-- f' !'/dam i.� - • Date ) 57,/ 2 2 ed Signature,of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service T° ,000A 46.00so NEW CONST. DWELLING OCCUP. S° DWE200ALLING OR ADONS. a ACC. erns. 3.5¢FT: NON-RESID. MULTI -OUTLET @7.50 POWER APPARATUS a sOVG.0 r. CIR. OUTLET OR FIXTURES p O 00 OCCU SAL .SO Ex. Occu . °TFIX� A=ri-°� 5.00 • Tem rar Service 23.00 Mobile me Facilities 20.00 Misc. WiriNng 23.00 PERMIT FEE s MECHANICL PERMIT Fling Fee 20.00 Heating Cooling Hood , '' 6.50 Ventilation r PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ r occ coNsT.TrPE V N TOTAL Fkh $ 1A • .•.�+'M—'' HAZ. 7 D. FEES IMP r FLOOD .... CDF .... PARCEL PD HDj 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 paidN By Date PERMIT EXPIRES ON a/e Receipt No. J% COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7'County Center Drive a Oroville, California 95965 • Telephone (530) 538-7541 P�RMIT NO. (Rev. 12/96) APPLICATION AND PERMIT i�sseaoa►A►w+ �� ti�o _ 1/7 e? BUILDING PERMIT O1M1f" R&-(5EY CU)S%AfVCTto ,01,79 SO. FT. OCC. BUILDING VALUATION 8�0 2 oc7 oWNa7Wt1 / ' �ycuy' 3L G�Nco G�- �S�i73 ;;FM= q wim OWN&2 TDs1gNl carr�AeToe, w,ura �oorw CaeTaucno" LEMet AtC AJ E LEWgn MMU.o AWROS Fireplace Total Valuation = /Z (000 -'%0 cT&Vt> Et.J- tz� c —so Mu Filing Fee E 20.00 Permit Fee AWWWT as o+o.,Em„�AUNo „D �$$. /t.fAdl�fHUl7ii �'7 STE. 4 6tk Plan Checking Fee W AamAD0PM 7 3 . Energy Plan Checking Fee = : PERMIT FEE _ ('Z3 • 8ir UDTNO. PAW& MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE Solar or heat um water heater 23.00 �/ _ S%G SF C Duplex O Mobilehome O Other Water piping —>5'00 Each gas water heater or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outf 15.00 New 12' Addition O Remodel O UO'Gtles O Installation 0 Other O Building sower 15.00 a� L—D F Moble Home I WG I W 1 020.00 Describe Work: _ PERMIT FEE _ ELECTRICAL PERMIT I Filing Fee 20.00 5. Main Service aoa oon ft: 23.00 Main Service MA To IOWA 48.00 New CONST. Maim OCCUR OA ADONS. i ACC. EIDs. QFT. 1QK0.atD. MULTFOUTIEr @7,50 POWER MPAMTUS VTIEr i SNOIE O20 Ex. Occup. OvRa OA D SAL 0 1.50 Ex. Occup. Esso. Fw 5.00 Temporary Se ice 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE f L4 qq. MECHANICAL PERMIT Filing Fee 20.00 *PERMIT FEE PAID $ 3 Hentin SRA $ Cooling SHERIFF Hood e.50 ventilation OTHER. $ PERMIT Fit S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TrvE TO AL FEE $ AMOUNT RECEIVED $ NAZ D. Ra 7[M=0 I COP P”' Po Joe ague 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. *RECEIPT NUMBER * TO BE PUT INTO COMPUTER By Date PERMIT EXPIRES ON care) t r r r' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION j� 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET or OWNER: ASSESSOR PARCEL ER: 4 -0 ?4 Proposed Building Use: Building Inspector: Date: - OC!) At time of permit application, as advised toBowing data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1 items have been submitted .------------------------------------------------------------------------------------- ot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 9K�omplete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. nergy Design Compliance and supporting documentation. ---------------------------------------------------- St tement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ardousMaterial Form. ------------------------------------------------------------------------------------------ i fred nufactuHome data and installation instructio in luding Tie Down Specifications.------------------ eesof$----------------------------------------------------- pact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13 Flood elevation certificate. ---------------------------------------------------------------------------------------- (� Sanitation and plot plan approv ( C O Health Department.,'------------------------------------------ ❑ 15. City of Chico plumbing permit. --------------------------------------- ------------------------------------------ Plot plan and business license approval from the City of Biggs. ---------------------------------------------- Planning approval for (A) Use: � (B) Parking: -------------------------- 04 Contact Land Development about ❑ Improvements, El Drainage, 13 Legal Parcel. --"M ------------- Encroachment Permit for driveway (construction approval prior to occupancy). -44 Pre-inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 1122. Workers' Compensation carrier and policy number. I----------------------------------------------------------- •�ZZ (.wo St Lx­�,- (Date) E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24. Letter of signature authorization. ------------------ -------------------------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use.----------------------------------------------------------------------------------- ; ❑27. Manufactured Home utility clearance. --------- ----------------------------------------------------------------- ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- ' ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- ❑30. Other: 15 1 c! �, P 3 G�------- Whheen you issm the permit, process as follows ❑ Mail to owner, []Mail tto� contractor. �— KelephoneAS� 71- 0 � '? E� and hold for pickup at office. ❑ Deliver with inspector. �'TYLc.0 T 12,,vlj tiW 1/23/0/ Applicant:4 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department,X'Fire Department, ❑ Other-, n pate: w91- O ( By: G 22, 6d 1. Index permit application for the above items numbered: , r%'Plan Check List 2. Additional items required: �`�� Contractor, design own was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter,by Date: 1 -(:Z -of esi Contracto owner, was advised of the above required data bye phone, ❑mail, ❑Building Division counter, by Date: 3-7-el't Contractor, designer, �'� � was advised of the above required data by,7phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, -was advised of the above required data by�hone, 13 mail, 11 Building Di 'sion counter, by Date:„ Plans reviewed by: Date: 1-0-0( Plans approved by: Date: Sets of plans on hold in Xplan Cabinet, 13 A.P. folder. Note transfer by: Q Loly D H. USE ONLY r—� > Plot Plan Attached Floor Plan Attache Sant to B.O. p1 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 1%"14c->),- - 0< % AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other �r7't9�� leta� f�- Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date TO: Building Department FROM: EnNfironmental Health SUBJECT: 'Sanitation Clearance Oviner Plan Approved for: Sewage Disposal Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: E.H. USE ONLY Piot Pian Attached ow Floor Plan A Sent to B.0 tion AP# Water Supply: . Public Private Well Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION (b 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE , • I/' 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ 5 A.P. # b DATE RECEIPT # DATE REC. --Additional Fees Due ..........................."................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ ' SCHOOL DISTRICT FEES (paid at District Office) SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $moo' Units es� Is Commercial (sq. ft.) ....................... x $0.03 = $ � 1 Sq. ft. ` URBAN AREA FEES Residential ............................ x = $ l #Units Amt. e' Commercial (Sq. ft.) ............. x _ $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paidprior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT - DATE��/ 2- Z, e5 Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Geode Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner _ (Rev. 6/00) 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[bJ 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"proposd construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. - 4. O:4. I plan to provide portions of this work, but I have hired the following pei s6h to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: _ PHONE: CONTRACTOR'S 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�iyw SOCIAL SECURITY. NUMBER: DATE: 2 Z NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health'and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. • :itit`P ti:. Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be'signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may. protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. _ If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection:. - 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal"social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. » i 0 There may be financial risks'for'you if you do not carry out these obligations,'and,these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information'about your obligations under State Law, contact the Department of Benefit Payments and the Division `of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are °allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure ani"ownerbuildei" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm, that you are aware of these matters. The building permit will not be issued until the verification is returned. Ja ,lyel C. Vi ira, C.B.O. ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER 00-30 A P N Firm Name,,/ `/���' 1­�E Address , 94 rl_d -o— C'- %S9'7 3 Nature of Business � Contact Person C//�� � �-� Phone # 1. Does your business or that of your tennants handle, store, or transport hazardous materials? 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? �4,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. Is the business/facility/operation school site? Pf NO ❑ YES Ir YES, name of school. to be located within 1000 feet or the outer boundry of a school or 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? W NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative %C. V -9-Zi m� (Signature) (Date) BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, ❑ ❑ 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. 0 The Above Regulations Do Not Apply To This Facility. BCEHD Signature. Date BCAPCD Signature Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD -Fire Dept. Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Non -Residential Buildings Energy Conservation Standards Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings Please print clear and legible! Owner's Name: Date: f 'LZ� Oy Assessor Parcel Number: Q �( �2 —0 FV—Z174 Building Permit Number: 00-302( Occupancy of Building: I hereby certify that I do' not intend to heat 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 any of the following: 1. The building envelope. 2. The insulation requirements of the heating, ventilation, and air conditioning systems. 3. The heating, ventilating, and air conditioning equipment. 4. The water heating system. 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 Division. Signature of the Building Owner:,=�g�i�� Mailing Address: Telephone Number: '5311.9— F 9 /— 1067 g Qs --9> 3 MASONRY WALLS -N : E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cupancy, Area Propert Gypsum Board 1st Layer, 2nd La er Walls ,Ceilings ' G S COMMERCIAL 1042"--090--*, 048, 00-3022 " RAMSEY CONSTRUCTIONt cHWY•32`CHICO CA 95913 CONTR: OWNERZ' NEW MINI"STORAGE'BL-DG "B" A'Dv-36Zf 'J=OK O = Not OK - = Not Applicable = Not Ready COMMERCIAL Date UND OOR Plans OK except q's Zon' Setbacks -Easements -Flood -Slope -Soil Report tg.. Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Botts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel-Blockouts-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 it. 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 rje Card B 1 Date Card B-1 Date Card B 1 Date Card B-1 Date PLUMBING (Permit) OK except ff's 18' 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 1Ys 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 -Date Card B-1 Date MECHANICAL (Permit) OK except n'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. hi.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 p's 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Root 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-Su000rt 51. Steel Buildings-Purlin-Girders (NOTE: An entry must be made each time you visit the job site) 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 k'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 0 Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor O Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-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 Occupancy (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION z ' . 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 /�3 P_I�No• .. (Rev. 12/96) APPLICATION AND -PERMIT ASSESSOR PARCEL NUMBER 042-090-048 ZONING BUILDING PERMIT OWNER RAMSEY CONSTUCTION TELEPHONE 891-0678 SO. FT. OCC. BUILDING VALUATION 5200 114 400.00 . OWNERS MAIUNG ADDRESS 2961 HWY 32 CHICO 95973 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $114.400-00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 692.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 449-80 BUILDING ADDRESS � Energy Plan Checking Fee $ PERMIT FEE $ 1161-80 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other MTNT CTCA(�r. IROr.'O NERC TAT I sPECIFv Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New R Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MINI STORAGE BLDG "B" Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 800VOR LE Main Service 2o.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSIN License Class LIC. NO. -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00so CCU000A W:U200A NEW CONST. owELUNG occuP. 3.5QF°. OR ( cDNS. T. MUL�Tcou�TLES. NONREsiOON . @7.50 GLE OWER APOUTLPARAET CTUS 8 IR. Ex. Occup. OUTLET OR FIXTURES BAS O 150 OWNER LNS Ex. Occu . oLRi� .FIXED 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo hwith comnht with those provisions. X Date Signature of Applicant - flQ Owner ❑ Contractor ❑ A ent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee $ Energy Inspectio Fee $ Sot cor,�T. TOTAL FEE $ 116, 80 z. FE MP OD J,9UE 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. ,L By Date PERMIT EXPIRES ON V I t K I I P40) Receipt No. 309344/$499.38//314790/$662.42 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 (530) 538-7541 EMI NO. (Rev.12/96) CONJVVMCIAL -, APPLICATION AND PERMIT ASSESSOR PAACEL NUMBER 042-090�6� 048. ZONING BUILDING PERMIT OWNER RAMSEY CONSTRUCTION TELEPHONE 891-0678 SO. FT. OCC. BUILDING VALUATION 1 . OWNERS MAILING ADDRESS 2961 HWY 32 CHICO CA 95973a CONTRACTORS NAME MIN TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS - 888 MANZANITA M STE.A CHICO CA Plan Checki Fee $ BUILDING ADDRESS WY 32 95973 Energy P n Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other MINI STORAG SPECIFY E96h Trap 7.00 lar or heat pump water heater 23.00 ater piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New 1( Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW MINI STORA E BIDGrr r ON Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service z�o.OR mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisio s of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Pro ssions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the ontractors License La�or the following reason: I, as owner of the property, or my employees with wages as t it sole compensation, will do the work, and the structure is not intended or off ed for sale. ❑ I, as owner of the property, am exclusively contracting ith licensed contractors to construct the project. ❑ I am exempt under Sec. Business an Professions Code for this reason WORKERS' COMPENSATION DEC ARATION I hereby affirm under penalty of perjury one of the foil ing declarations: ❑ 1 have and will maintain a certificate of con nt to self -insure for workers' compensation, as provided for by section 3 00 of the Labor Code, for the performance of the work for which this perm is issued. ❑ 1 have and will maintain workers' compensati n Insurance, as required by Section 3700 of the Labor Code, for the perform anc of work for which this permit is issued. My workers' compensation insurance ca ler and policy number are: Carrier Policy Number (The above sections need not be cor7pleted If the permit is for work of a valuation Of one hundred dollars ($100) or I .) I certify that in the performance of a work for which this permit is issued, I shall not employ any person in any anner so as to become subject to workers' compensation laws of Californi , and agree that if I should become subject to the workers' compensation pro sions of section 3700 of the Labor Code, I shall fo ith Com Rh those rovisions. \ X Date ��4 Sig ature of Applicant - ❑ Owner 13 Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. Dj!l J G OCCUP. 3,5¢so. NR' GoNS MUL�TIOOUTI ES.T N-RESID. @7.50 PowER APPARArus 8 SINGLE OIRLET CIR. OVTLET OR FDnURES p O 1.00 Ex. ccu BAL @ ,50 Ex. O u ODs A�10°� 5.00 Tem or Service 23.00 Mobile Ho a Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ MECHANIC L PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMI FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOT F D. FEES IM FLOOD CDP P EL HD xsUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the apple able provisions Resolutio s to do work been pa Date Date Receipt No. 38 D WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPECTOR—GOLDEN ROD -A FrPL1CAN r A / COUNTY OF BUTTE - DEPARTMENT OE DEVELOPMENT SERVICES - BUILDING DIVISION County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 E I NO. (Rev. 12 CIAL :� APPLICATIONANPERMIT D ASSESSORCELNUMBER O42-090-'64'� 048. ' ZONING - BUILDING PERMIT OWNER RAMSEY CONSTRUCTION TELEPHONE 891-067$. So. FT. OCC. BUILDING VALUATION .OWNERS MNUNG ADDRESS 2%1 HWY 32. CHICO CA 95973 p 4 CONTRACTOR'S NAME OWNER TELEPHONE •�' " CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER' LENDER'S MAILING ADDRESS ' Fireplace " -'� 0 Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS 888 MMZANITA CT.. STE. W100 CA Plan Checki . Fee id $ BUILDING ADDRESS MY 32 95973 Energy PIA Checking Fee $ $W 1_) 1 PERMITrFEE; jf2 _ LOT NO. SUBDIVISIONS NAME PARCEL MAP -/PLUMBING PERMIT~ Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other MINI STORA SPECIFY E h Trap .7.00 Solar or heat pump water heater 23.00 OLWater piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK /� I f � New k Addition ❑ Remodel ❑ Utilities ❑ Installation_,O Other 13 Describe Work: NW MINI STORAGE DIM n r Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 020.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 000R LE Main Service ao.A VOOR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisic s of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Pro ssions-Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the ntractors License La�or the following reason: I, as owner of the property, or my employees with wages as th it sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business an Professions Code for this reason WORKERS' COMPENSATION DECI &RATION 1 hereby affirm under penalty of perjury one of the follo Ing declarations: ❑ 1 have and will maintain a certificate of con nt to self -insure for workers' compensation, as provided for by section 3 00 of the Labor Code, for the performance of the work for which this perm Is issued. ❑ 1 have and will maintain workers' compensati n Insurance, as required by Section 3700 of the Labor Code, for the performanc4of work for which this permit is issued. My workers' compensation insurance car, ler and policy number are: Carrier Policy Number (The above sections need not be corr)leted if the permit is for work of a valuation of one hundred dollars ($100) or left.) I certify that in the performance of he work for which this permit is issued, I shall not employ any person in any anner so as to become subject to workers' compensation laws of Californl , and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forth ith comply ith those provisions. X Date kZ : ��� Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO tOOOA 46.00 NEW CONST. OWEWNG OCCUP. 3.5Q F7: OR ADONS. NEW CONS . MU�OUTLET .RESID. @7.50 POWER APPARATUS 8 SINGLE ovrLET CR 20 00 EX. CCU OUTLET OR FDRURES SAL I ,10 Ex. O cu o TiEis AESID.oE. 5.00 Tem or Service 23.00 Mobile Ho a Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ MECHANICX.L PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMlt,,FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TvvE �. TOTAL F �$ �•.► „Azo �" o SEs IMP =000 coF , Pru�cEL Po 1� 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 ale Receipt No. 309344 /$499.38 9 % 4 C i r WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR - `GOLDE ROD -APPLICANT L COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ERMIT NO. f`(Rev.12/96), t r2RCD1 fi APPLICATION AND PERMIT ASSESSOR 7CELNUMBER ZONING BUILDING PERMIT OWNER RAMS£Y CXh'iSTIZucno'k TELEPHONE 891-0678 SO. FT. OCC. BUILDING VALUATION OWNERS MAfUNG ADDRESS 2961 HWY 32. C HIOD CA 95973 Eg. Ll O U CONTRACTOR'S NAME i.J►VIYr.L\ TELEPHONE �' / I CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER A Fire lace /+4 f 0 u LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee - $ 20.00 Permit Fee h' ? $ ARCHITECT OR ENGINEERS MAILING ADDRESS 888 NANZANITA Cr.,S'TE.A4, C HIC O CA Plan CheckinFee Q $ BUILDINGADDRESS WY 32 85973 Energy P n Checking Fee $ , $ , C� f PERMIT FEE $ .f LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other MINI SM/Water SPECIFY E . Trap 7.00 olar or heat pump water heater 23.00 piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ,k Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NUI MTI STORAGE BU)G tt t Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W (x]20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 R LE Main Service 2ooA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisio s of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Pro essions Code, and my license Is in full force and effect. License Class LIC. NO..00 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the ontractors License Law or the following reason: sole compensation, will do the work, and the structure is not intended or ofor sale. I, as owner of the property, or my employees with wages aYith ❑ I, as owner of the property, am exclusively contractingicensed contractors to construct the project. ❑ 1 am exempt under Sec. Business an Professions Code for this reason WORKERS' COMPENSATION DEC/ARATION I hereby affirm under penalty of perjury one of the foil Ting declarations: ❑ 1 have and will maintain a certificate of con nt to self -insure for workers' compensation, as provided for by section 3, 00 of the Labor Code, for the performance of the work for which this perm is issued. ❑ 1 have and will maintain workers' compensati n Insurance, as required by Section 3700 of the Labor Code, for the performancfof work for which this permit is issued. My workers' compensation insurance ca fier and policy number are: Carrier Policy Number (The above sections need not be corn) leted if the permit is for work of a valuation ATof one hundred dollars ($100) or less.) I certify that in the performance of�the work for which this permit is issued, I shall not employ any person in any//manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply -with those provisions. r, X c'3Z'�2r�,. Date ,/�� 2. �� a Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent ` An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Il Service To 46.00so NEW C DWE200ALLING OCU000A NEW CONST. DWEwNG Occup. 3.52sFT°: ORADDNS. MUACCOUTLS. N.RESID. @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. 20 EX. CCU . OUTLET OR FDRURES SAL ®I.yu IED A Ex. O°ccu . o� °PR I°,°� 5.00 Tempo Service 23.00 Mobile H8`me Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ MECHANIC L PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMI FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ j jl t occ �' I CONST. TVpE w N • q TOTAL F $ p✓ HAZp .V/ D. FEES IMP FLOOD CDF PARCEL H 'ISSUE This permit is hereby issued under in the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date ate Receipt No. 309344 $499-38 - JI 14 _7V04F r �1.' ' 1 I- WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR ' GOLDENROD -APPLICANT 1COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION County Center Drive * Oroville, California 95965 * Telephone (530) 538-7541 ERMIT NO. 1 2 - APPLICATI NAND PERMIT ev.1 /9. jrASiESSOR PARCEL NUMBER t , 042-090-494*9 (M. ZONING BUILDING PERMIT 'OWNER I RAMEY CONMUMON TELEPHONE 891-W78 SO. FT. OCC. BUILDING VALUATION N&NNat .OWNERS MAILING ADDRESS 2%1 MY 32t CHICO CA 95973 -1-1, !q.w — o U CONTRACTORS NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation /$ ARCHITECT OR ENGINEER LICENSE NO. Filina Fee 20.00 Permit Fee k c/,? $ ARCHITECT OR ENGINEERS MAILING ADDRESS 888 MOWMICT. , Sm Ai CHICO CA Plan Checki / Fee 0 Q'I . "(V $ BUILDINGADDRESS WY 32 95973 Energy Plan Checking Fee s, $ J 6 1W PERMIT FEE' LOT NO.SUBDIVISIONS ��_ NAME I PARCEL MAP / PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE�.� SF 0 Duplex 13 Mobilehome 13 Other MINI SPECIFYk-, Eqch Trap 7.00 alar or heat pump water heater 23.00 /water piping 15.00 1 Each gas water heater or vent 15.00 TYPE OF WORK New k Addition 11 Remodel 13 Utilities 0 Installation 0 Other ❑ Describe Work: NW MIX STOWE 131M V Gas pipin system I - 5 outlets 15.00 Building sewer 115.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Feel 20.00 a00V 0E ) Main Service aos.OR LRLE:: 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under proviSio 6 of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Pro asslons Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION N I hereby affirm under penalty of perjury that I am exempt the ntractors License from m th LawJ r the following reason: A(l, as owner of the property, or my employees with wages ast it sale compensation, t will do the work, and the structure is not intended or off ed for off sale. 13 1,\as owner of the property, am exclusively contracting ith licensed contractors to construct the project. 0 1 am exempt under Sec. Business an� Professions Code for this reason WORKERS' COMPENSATION DEC &RATION 1 hereby affirm under penalty of perjury one of the fall Ing declarations: 0 1 have and will maintain a certificate of copent to self -insure for workers' compensation, as provided for by section 00 of the Labor Code, for the performance of the work for which this perm Is issued. 0 1 have and will maintain workers' compensa * n Insurance, as required by Section 3700 of the Labor Code, forth the perform anc of work for which this permit Is issued. My workers' compensation insurance c , ier and policy number are: Carrier Policy. Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or I certify that In the performance otithe work for which this permit Is issued, I shall not employ any person in any manner so as to become subject to workers' / compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply.with those provisions. "X /7. X Date `Sighatur0pf Applicant - 0 Owner 0 Contractor 0 Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 OCCUP. SO NEW CONST. DWI&r 3.50. OR AD NS. S. FT. CONST. Nr.RESID, MU LT 1. 0 @7.50 OWE.RAPPARATUS SIN. OUTLET r. CR. ) 20 1.00 Ex.*occup. ounzt OR FDCTURES ) 13AL .50 OR Ex. 0 cup. NW '(R=.) E. 5.00 Tempoi) 23.00 ora Service Mobile Ho 20.00 'Nne Facilities Misc. Wiring\ 23.00 PERMIT FEE MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation 1 PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee "IA, $ OCC jr CONST. TYPE ky tj TOTAL F# $ # HAZ., I/ I D. FEES IMP I FLOOD 6DF PAR C This permit is hereby Issued under of the Butte County Code and/or Indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid.' Date pate) Receipt No. 3093" fj,q 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 a Oroville, California 95965 • Telephone (530) 538.7541 PERMIT NO. (Rev. 12/96) APPU CATION AND PERMIT 7Z-090- 4/7 µ��DNMO BUILDINGPEAMIT F90AM&H"e"' -o S� C-oiJSTQQC%f0 'm"01a SO. FT. OCC. BUILDING VALUATION 1-3910-0 o0 D01la, oD� TELEPHONE W"n *man= OOWW&=ON1L 0k uWars mmm A MS Fireplace Total Valuation = 12, 40, AMWf=OR ucusENa F1'in Fee E 20.00 AaNW= OR EHONEER, UUJFq ADDAM Permit Fee = 737. 50 Plan Checking Fee $ ,38" s"'OiOADO" I Energy Plan Checking Fee $ $ PERMIT FEE LOT NO. susoWe1001•11NAMe + PARCEL MM PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 T SF ❑ Duplex ❑ Mobilehome ❑ Other.! �1 Water piping "IECIFY Each gas water heater or vent 15.00 TYPE OF WORK Gas piping tem 1 •5 0 15.00 New Addition ❑ RemodelUtilities ❑ installation ❑ Other ❑ Building sewer 15.00 �0 Work: &,P(o h Mobile Hom S G W @20.00 Describe PERMIT FEE _ ELECTRICAL PERMIT Fillng Fee 20.00 Main Service ZOoAoo. LEs 23.00 Main Service SooA To IOWA 48.00,-- NEWCONST. OWEILM oCCUP. OR AODNs. "IGC. IIDs. Fr. NLW rum 0. MULTFOURET @7.50 POWER APPA%AnX i SNOLE OunAT C" Ex. Occup. OUTLET OR 10 too SAL ® Jo Ex. Occup. es,D. FA 5.00 Temporary Servjw 23.00 Mobile Horriffieracilities 20.00 Misc. Wn 23.00 PERMIT FEE _ PERMIT Fi' Fee 20.00 *PERMIT FEE PAID �� in Heating SRA $ Cooling SHERIFF Hood 6.50 Ventilation OTHER $ $ PERMIT FEI: S Mob.10,146me, Installation Fee $ $ Energy Inspection Fee S occ CONST. WFE TOT FEE $ AMOUNT RECEIVED $ HAz 0. FEES WP FLOOD COP PAR Po MUE This permit Is hereby famed under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. *RECEIPT NUMBER * TO BE PUT INTO COMPUTER By Date PERMIT EXPIRES ON n _ ' COUNT' OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 j PERMIT APPLICA TION DA TA SHEET OWNER: CA� ' ASSESSOR PARCEL NUMBER: O of . 09 O ^ O Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit pr6cessW h and/or issuance: Date Received By ❑ 1. All iiems have been submitted. ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- 03. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. atement of Intent for Non- Heated and A/C Buildings. ---- 1 Hazardous Material Form. -------------------------------------- ❑ 9. Manufactured Home data and installation instructionsv Ces of $ --{pact fees as shown on the attached schedule. ------- lifornia Department of Forestry plan approval/fees. Tie Down Specifications ------------------- 0 j 3. Flood elevation certificate. --------------------------------------------- Sanitation and plot plan approval Health Department. 01 5. City of Chico plumbing permit. --------------------------------------- I -D - �o ( S6 ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- Planning approval for (A) Use: (B) Parking: -------------------------- &C4111 _________________________OGS-1 . Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. Airrd[21"V -- 9 Encroachment Permit for driveway (construction approval prior to occupancy). ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ---------\- ------------------- 1122. Workers' Compensation carrier and policy number. -----------------------------------------7----------------- 014 023.. Owner -Builder Verification (Given to owner ❑, Mailed to owner 11) - ----------------------- '� C1 24. Letter of signature authorization.----------------------------------------------------------------------------= =- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ---------------------- ---------- E326. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- 030. Other: r -01 _ „-f! (Date) Zen you issue the ermit, rocess as follows 11 Mail to owner, 0M,a�il t contractor. uTelephone I "� _7? and hold for pickup at (Z%) t� office. ❑ Deliver with inspector. Applicant:,,77A Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, Wire Department, ❑ Other: Date: o By: 1: -Index permit application for the above items numbered: I 122alan Check List 2. Additional items required: ;1 Contractor, designer oo was advised of the above required data by ❑ phone,X mail, ❑ Buil ' g Division counter, by Date: -- O Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail,. ❑ Building Division counter, by Dite: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was 4dyised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: -0-0 Plans approved by: Date: Sets of plans on hold in lan Cabinet, 11 A.P. folder. Noie transfer by: Date: ot ��i`�.�"s?J"1''11"%�;1�,_•r••��-4�ir"cry'(i'��+{,;�ri«'•"'"a.�rvt'Y''*M�'�!`��!'�.f`v.�+-��-.-Ct^i''"��{,�y'iV'1.�Vr.,�� :4j�y.,-if ��'�.�t�r?.*� '��:....y.t��"'�lr..y�+.«i�'7�� r�� � L� COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE. CA 95965 TELEPHONE (9,16) 538-7 SCHEDULE OF FEES DUE OWNER A.P. PROPOSED BUILDING USE DATE V '' 74� RECEIPT # DATE REC BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ , -- Revised Plan Checking Fee ....... $ g�2. SCHOOL DISTRICT FEES Y C..0 (paid at District Office) ✓ 3. SHERIFF FEES (paid at Building Division) d Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $�� Sq.Ft. Cs. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x - _ $---�� #Units Amt. _ f Commercial (sq.ft.) .. 0 Q x • 1� =$ v `-- + I Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at. Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) w 8. WATER TENDER FEES (Ba{talion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT _� _ DATE �� 2 Zy Od Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government .Code Section.66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) 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 01 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: CTTy• PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work,, but I have hired the'following p&son'to coordinate, supervise, and provide the major work: NAME: ADDRESS_:. CITY: PHONE: CONTRACTOR'S 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 Sl!P�,NUMBER: DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health`and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to ' subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and•the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks"for'you if you do not carry out these obligations, and,these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Inieirial Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information�'about your obligations under State Law, contact the Department of Benefit Payments and the Division "of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors tare allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm. that you are aware of these matters. The building permit will not be issued until the verification is returned. i ly, Mc el C. Vi ira, C.B.O. ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved• without this completed form.) Firm Name Address BUILDING PERMIT NUMBER 08- 3o ?-2- , APN d42— OPD-- 4174 46:? 7-7 Nature of Business Contact Person Phone # 1. Does your business or that of your tennants handle, store, or transport hazardous materials? ❑ I4 ❑ 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? ❑ 46 ❑ 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? ❑ Nq ❑ 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? [�NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. n2 2 Z ad Owner or Authorized Company Represe totiv e5?pe��� (Signature) (Date) BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, ❑ 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. DEl The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept ❑ YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Non -Residential Buildings Energy Conservation Standards Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings Please print clear and legible! Owner's Name: �� Date: 2 2, f>a Assessor Parcel Number: 0462—D9,0— �-' 74 44Building Permit Number Occupancy of Building: 00 -3 oa a I hereby certify that I do not intend to heat 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 any of the following: 1. The building envelope. 2. The insulation requirements of the heating, ventilation, and air conditioning systems. 3. The heating, ventilating, and air conditioning equipment. 4. The water heating system. 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 Division. Signature of the Building Owner: Mailing Address: �91i/ '�� 3� L�o— 95973 Telephone Number: J5. -7D -- 8`9/—O6 7 HUPP NEON P.O. Box 7730 Chico, CA 95927-7730 Ph: 530-345-7078 Fx:530-345-0424 July 11, 2001 Butte County Building Department 411 Main, Street Chico, CA 95928 To Whom It May Concern: We would like to withdraw our permit request for the attached receipt #324541. Please refund the $92.25 permit fee at your earliest convenience. Sincerely, � M Lodi Alldredge I COUNTY OF BUTTE OFFICIAL REPqP� OFFICE OR DEPART ENT ISSUING RECEIPT Received from The Sum of_ For Received: CASH C CHECK The Village Printer. Inc. (530)677-9693 Received By Ire 1244 4 .4 . I-,. RECEIVED BUTTE COUNTY 13UILDING DMSIQI� is (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ZONING BUILDINGPERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION - OWNERS MAIUi4G ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUIL.DINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDNIS DNS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W (9]20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600VOR LE Main Service za.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. _ S GJ� License Class Lic. No. ! DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 herebyaffirm under penalty of perjury one of the following declarations: LSI have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance c _ rrier and policy number are: Carrier Policy Number (The above sections ne d not e c mpleted if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not a ploy any person in y manner so as to become subject to workers' cc FLeat' Calif ia, and agree that if I should become subject to the o ers' o p sation, I.visions of section 3700 of the Labor Code, I shall wit c wit tho provisions. X Date�,. / J� — [�_ Si Owner ❑ Contractor ❑ Agents An S erm t is required for excavations over 60" deep and demolition or construction of stru res over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR sD OR ADDNS. ( a ACC. BLDs. 3.5¢FT: CONST MU LT @7.50 POWER APPARATUS 8 SWG.011rLti CIR. GLmtroR FDCTURES 20 @ 1.00 Ex. Occup.e OWNE-BUILDER LNS Ex. Occup.DUT {S FIXEDR D,°E 5.00 Temporary Service 1 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEi= $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAz. o. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. 3245r oZ WHITE-D.D.S.-B.D. CANARY;ASSESSOR INK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE = DEPARTMENT OP DEVELOPMENT SERVICES - BUILDING DIVISION ;'°`' 7 COUNTY CENTER DRIVE - OROVILLE, CALLFORNIA 95965 -TELEPHONE (530) 538-7541 � ^;rte PERMIT APPLICATION DATA SHEEE, fT^� OWNER. v' i ASSESSORPARC ER: Proposed Building Use: Building Inspector: ✓'1 Date: At time of permit application, I w s advised the following data must be submitted prior to permit pro essing and/or issuance: Date Received By ❑ 1. All iiems have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ 0 8. Hazardous Material Form. --------------------------------------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications.--------' ❑ 10. Fees of $---------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. --------------------- ❑ 12. California Department of Forestry plan approval/fees--------------' ❑ 13. Flood elevation certificate. --------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15, City of Chico plumbing permit. ------------------------------------ V. Plot plan and business license approval from the City of Biggs. . Planning approval for (A) Use: (B) Parking:. 1118. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---' El 20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ❑ 22. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - E124. Letter of signature authorization. -------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------- ❑26. Letter of intent on building use. ----------------------------------------------- 027. Manufactured Home utility clearance. --------------------------------------- 028. Existing violations and/or expired permits. --------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 3 0•.. Other:------- `IWhenyou issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. ❑ Telephone and hold for pickup at office. ❑ Deliver with inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: (Date) 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required::,. Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by 13phone, 11mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. " HUPP NEON P.O. Box 7730 Chico, CA 95927-7730 Ph: 530-345-7078 Fx: 530-345-0424 August 1, 2001 Butte County Building Department 7 County Center Drive Oroville, CA 95965 I am returning the original receipt #324541. I understand once you receive this receipt our check #1244, which has not been deposited, can be returned. If you have any questions, please contact me at (530).345-7078. Sincerely, edge Q'1 AUG 0"22001 BUTTE COUNTY BUILDING DIVISION r File No. BUTTE COUNTY (For Action 1, 2, 3) Public Works Dept. Phorinfor,%ation t/ ) Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. Design Engr. Bridge Engr. Constr. Engr. Surveys Mapping T ran s p. Land Dev. Drng. /S.I. Sub. & PcL Maps Permits Addr. April 23, 1991 Robert W. & Sharon Kay Ryan Charles Gerald Brown, Etal P.O. Box 598 Chico, CA 9.5927-.598 RE:. Building Code & Mobile Violation A.P. #: 42-09-48 2917 Hwy 32, Chico Dear Mr. & Mrs. Ryan &.Mr. Brown: This is a warning letter to notify you that you are in violation of the Butte'County Code at the above referenced location as follows: Failure to obtain permits, inspections and approvals for travel trailer and ramada used as a flower shop and located within the 55' setback area which is not permitted without a variance. (See previous corres- pondence dated,December 17, 1990). Since permits and inspections are required for the above work, please contact ,this office within ten days of the date of this letter, submit two complete sets of plans, apply for t e required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. This field authorization cannot be made until the existing work is inspected and approved. Please be aware that Butte County has entered into a Code Enforcement Program that seeks voluntary compliance with the Butte County Code 'but provides an effective means of enforcement if such compliance is not obtained. If voluntary compliance is not obtained, enforcement will be pursued through the issuance of citations, fines, and the recording of a Notice of Violation. Your cooperation in resolving this matter would be appreciated. Should you have any questions concerning this matter, please contact Rod Taylor or Jim Glander of this office. JFG:ds cc: Assessor Building Inspector Yours very truly, William Cheff Director of Public Works Qkoz-al agnad t�b & it 66ndo t J.F. Glander Chief Building Inspector %pr Gi �p S!CS _.,Robert W. & Sharon Kay Ryan 'Charles Gerald Brown, Etal -P.O. Box 598 .. Chico, CA 95927-598 RE: Building Code & Mobile Violation 2917 Hwy 32, Chico Dear Mr. & Mrs. Ryan & Mr. Brown: Itl�Z s(R 4"6- ,,,Z �Kf ce -"-d 4;oj April 23, 1991 A.P. #: 42-09-48 This is a warning letter to notify you that you are in violation of the Butte County Code at the above referenced location as follows: . Failure to obtain permits, inspections and approvals for travel trailer and ramada used as a flower shop and located within the 55' setback area which is not permitted without a variance. (See previous corres- pondence dated -December 17, 1990). Since permits and inspections are required for the above work, please contact this office within ten days" of the date of this letter, submit two complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. This field authorization cannot be made until the existing work is inspected and approved. f Please be aware that Butte County has entered into a Code Enforcement Program that seeks voluntary compliance with the Butte County Code -but provides an effective means of enforcement if such compliance is not obtained. If voluntary compliance is not obtained, enforcement will be pursued through the issuance of citations, fines, and the recording of a Notice of Violation. Your cooperation in resolving this matter would be' appreciated. Should you have any questions concerning this matter, please contact Rod Taylor or Jim Glander of this office. 73—` Yours very truly, William Cheff Director of Public Works JFG:ds J.F. Glander Chief Building Inspector cc: Assessor Building Inspector F;le N.. �. BUTTE COUNTY (For Action 1- 2, 3) Public Works Dept. (For Information o/ ) Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. Design Engr. Bridge Engr. Constr. Engr. Surveys Mapping Transp. Land Dev. Drng. /S.I. Sub. & Pcl. Maps Permits Addr. December 17, 1990 Robert W. & Sharon Kay Ryan Charles Gerald Brown, Etal P.O. Box .598 Chico, CA 95927-598 RE: Building & Mobile Violations A.P. #42-09-48 2917 Hwy 32, Chico Dear Mr. & Mrs. Ryan & Mr. Brown: With reference to the above subject and the application you made for a permit to construct the ramada over the travel trailer for your flower shop, before we can process the permit application and issue the permit, we need the following: (1) Utility permits for the travel trailer. (2) Agreement to relocate the travel trailer and ramada outside of the .55' building setback area measured from the center line of Hwy 32. (3). Plans on ramada in triplicate, prepared by a Registered Civil Engineer or Architect.. (4) Hazmat form filed out and returned to this office. (Copy attached) (5) Payment of developer fees far,Chico Urban Area and Chico Unified School District. (6) Revised plot plan in triplicate showing relocated travel trailer and ramada. Letter to Robert W..& Sharon Kay Ryan & Charles Gerald Brown, RE: Building & Mobile Violations (A.P. #42-09-48) Page 2 December 17, 1990 Since the travel trailer has been placed on the property and the ramada has been constructed in violation of the Butte County Code, please verify the requested data within ten (10) day' of the date of this letter. Should you have any questions concerning this matter, please contact this office. - JFG:ds cc: Building Inspector, Chico Assessor Planning Department Attachment. Yours very truly, William Cheff Director of Public Works *PW to J.F. Glander Chief Building Inspector Septic system to be as per ove. Butte County Health Dept. Re- -M quirements. I A., (0 .. ",4 a) 0 All A;tirity. cbnikecti...qns shall b"e" located within 4 ft. outside the regi thirdsecticn of "the mobile home' on -th>eTe-ft (road)side of the mobile 'bome.. CL - 11 6 Oc 0 TI P—V -el �61 0 U 0 W ev 0 IN 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 AMC -- T 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 f/ Date Inspector _ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville. California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR P6RCEL NUMBER - 42-090-048 ZONING _ BUILDING PERMIT OWNER Robert Ryan& Charles Brown TELEPHONE - 8692 S0. FT. OCC. BUILDING VALUATION 320 3,200.00 OWNER'S MAILING ADDRESS P.O. Box 598, Chico, CA 95927 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fir lace CONSTRUCTION LENDER UNKNOWN T Valuation 1$3,200.00 NC Ing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 38.50 ARCHITECT OR ENGINEER LICE S NO` v Plan Checking Fee $ 19.28 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS ermit fee $67.75 PLUMBING PERMIT Filing Fee 10.00 2917 Hwy 32, Chico Each Trap 2.00 r Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME (��, PAI CEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Commerrinl Ramada SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G JW 1 10.00 e TYPE OF WORK New© Addition❑ Remodel❑ Utilities❑ Installation[] Other ❑ Describe work: Commercial Ramada for Flower Sales _ dUta I- Permit Fee $ Contractor ELECTRICAL PERMIT FilingFee 10.00 Main service soov OR LESS 100 AMP OR LESS 10.00 Main service EA. AOD'L 100 AMP 2.50 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. 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.g DR ADDNS. ACC. BLDGS. / , 2/z¢sgft NEW CONSTR "ULT' -OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) SINGLE OUTLET CIR. Ex. OCcup(OUTLETS OR FIXTURES 20®50¢ 5AL030 FIXED EX. DCCUp. P OUTLETS (RESID )REA.) 2.00 Temporary service 10.00 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. ❑ 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 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, gments, costs, and expenses which may in any way accrue against sai'nd my cos a of the granting of this permit. %� Date ��'/P i0 Signature of Applicant — Owner a Contractor El 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 $ 67.75 HAz cuA PARK SCHL FLD PAR D HD ISSUE This permit is nereby issued under sions or 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 Q&.361 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT ur' UBLIC WORKS - BUILDING DIV`ISIlL SII * = +N.7 COUNTY CENTER DRIVE - ORRO,VILLE,t'CAff crRNIA 95965 - TELEPHONE: 916/538-7541 ' PERMIT APPLICATION DATA SHEET ` r Permit No. OWNERZ A. P. No. A/ Z •F "`Proposed Building Use"�/k/ � Building Inspector Date 04790— At 4790— At time of permit application, I was advised the following data must be submie'd prior to permit processing and/or issuance: DATE RECEIVED �,;,�� APPROVED 1. All items have been submitted. . AP Plot plans in duplicate/triplicate, signed by preparer of N6ns,,i,....... omxtplete plans in duplicate/triplicate, signed,`NprepDer of plansc_40�', 1 Y omplete engineered plans and calcs, with wet signature on plans .. 5 azardous Material Form ................... ........... 6. Energy Design Compliance and supporting docume tt n .I........ 7. Statement of Intent for Non -Heated an �� �Buildin� s Q ....... 8. Engineered truss details and layout in duplica(re uirdy rior to plan check) 9. Mobilehome installation data includin��rlanuf I urer's installation instructions ... ..... ...................�.. . 10. Fees of $ -- Chico Urban Area fees paid .r� ' 12—,Park fees paid .................................................. 3. C J School District fees paid .......... . . 4. Sanitation approval from F ig Health Departryi6nt 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other �requirements) / 7. 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) 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 ...t:..... 25. Letter of signature authorization ................................... 26. 27. When you i .sue the permit, process as follows: Mail to owner. Mail to contractor. ele hon and hold for p pickup 4office. Deliver w/ -inspector. Other Applicant Date Z e Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: l � Contractor, designer, owner, was advised of above required data by—,phone---mall —counter by ate Contractor, designer, owner, was advised of above required data by—phone —ma ll—counter by date Plans checked by Date Plans approved by Date _ Sets of plans on hold in File cabinet AP folder Copy—DPW TO Buildinv Department FROM: Environmental Health I. SUBJECT: Sanitation Clearance Owner Location k AP# Plan Approved for: Sewaqe Disposal Water Supply Hold final for: ^incl clearance O.K. for: Clearance for bedroom mobile home. NO Se Water Supply Water Supply Other COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovllle, California 95965 - Telephone: 916/538-7541 , APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER .— ZONING ?i BUILDING PERMIT OWNE 0 c, TELcPHO� SO. FT. OCC. BUILDING VAL TION OWNEY MAIL G A DRESS _ ^ S('/j CONT ACTORyS (�/t,// TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ r ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Z Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS ` Penalty $ BURIN ADISS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 Solar or heat pump water heater 20.00 LOT NO. SU ODI VISION NAME PARCEL MAP Water piping 1' 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF [I Duplex❑ Mobilehome❑ Other l/ SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10-00ea TYPE OF WORK New Ad itionn [i Remodel ❑ Uti ' s ❑ Installation[]ther ❑ escribe w : —! �y l� lli e y- �j4 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service VOR S 1100 AMP ORLESS 10.00 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 •�j /}r"I 1, 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) EJ 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 Main service EA. ADD'L too AMP 2.50 NEW CONST. DWELLING OCCUP.tk OR AODNS. ( ACC. SLOGS. , 2/iosgft NEW CONST R. ACT -OUTLET NON.RESID. BRANCH CIRCUITS 2.50 ea /POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 5AL@ALo30 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESIO.) EAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �yirin g 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. ❑ 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. t� I shall not employ any person in any manner so as to become subject w� 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 liabilities, dgments, costs, a xpenses which may in any way accrue against t�ty con the granting of this permit. t/i 1,>2 Date J 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 $ 67 �� HAz CUA PARK SCHL FLO PAR PD HD ISSUE Th;s permit is nereby issued under ons sions or the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, 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) cS , 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. 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 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 S igned : Property Owner Social Securit Number Date / � r?- 1C, 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. 1� 1 �^ �. �: `,,, �_. �. ••�, v � C ,� r\ � � � �. ,.. 1, �� � �, '(�,.��.� �1 , ' /�'(lt .. G I , 1-LE,Acg I.iNE SE PT l C. -TA tJ W � 1 {t • 1I } i 1 4 I r 1 r � i \ P s 1 � \� (;j(�db2gRovNCl kk Q w' I NF SEPT 'i C. -Tp raw-. '52!UJ E LL Al oi T41 GAS 'or OT CEJ G COUNTY OF,BUTTE, — DEPARTMENT OF PUBLIC WORKS 2 7 County Center'Drive — Oroville, California 95965 Telepho'r*;533'=;,1`�230:PGk1•1259 534.-4541 'APPLICATION AND PERMIT Y / , A "'', BUILDING Owner �T ..Pct'+! �,1' SQ. FT. OCC. BIJILDING VALUATION Mai lingl ddress Fireplace Contractor ���,� Total Valuation + , Mailing Address .�� -- �,-:� - Permit Fee Plan Checking Fee &/or Penalty v Permit Fee $ $ n l ;yy� ess Building Addr+ -CfG l �irt�'1 / PLUMBING No. @ FEE PERMIT FILING FEE $2.00, 0-V Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50) M Each gas water heater or vent 1.50 _�L A. P. No� "'©". i�^' �•% ,Gas Zo f piping system 1 - 5 outlets 1.5' Each additional outlet, / .50 Fire ZoneFire Dept Sanitgtlota�l'� Planning er Building se~ ,� Plans"' Feds"�, �--�-- W. C. -�'; R/W Encroachment fawn sprinkler system 2.00 pp' NEW ❑� ADDITION ❑_ OTH�❑ Permit Fee j j11 ,; p` / t !!? - ELECTRICAL No. @ FEE r PERMIT FILING FEE $3.00 d U Y9�q r w ,V Main service incl. 1 meter 11, d b Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) USE OF STRUCTURE Single Fam;,ky ❑ Duplex ❑ Others ❑ Range, dryer or water heater 1.00 Oven, Cook -top or space heater 1.00 Light fixtures a I A(@l 0 Receps., switches &fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 11.00 Evap. cooler, gar. di.sp. or D.W. 1.00 Air conditioner or heat pump Water pump d Misc. wlrJ r License No. Classification ' ❑ i am exempt from the Contractors License Laws of the State of California. Permit Fee /A$. V V k U V WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ 1 have placed on file with the County of Butte a certificate�of Workmen's Compensation Insurance. X❑I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances State Laws relating to building construction, and hereby jjPermit A�nn Instr�mentati nirYr grroo^ion $0.07/$1000 Evaluation $ TOTAL PERMIT FEE r4 f U1,and authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X`11-14.Q� L� ,.>l� . .�n D�"'�O � 7 3 Signature of of Permitee or Agent Receipt No C 47 White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS � s Building Permit Expires Date%t 4,> r_-- W Septic system —9 It to be as per Butte County. Health Dept. Re- quirements. 4C' 5z— Cb is z All ,'L;fT1_ity cdHkecti,-gns shall lot- afed wi i6n -4 ft. outside the re4v thitd '�sbr 'mobile horrid -tion of ohtfitJeft (road).sicle of the mobil -1.0 `horse.. 7 3OX r. LkI �� .0 -4). 0 0 .4 v 0) v) rD 142- co CD a) J2 ACCORDING ACOUCeTCD Or OROVILLS TITLE COMPAW OFFICIAL afcORDI e:'TIE cn•n',Y•FLLIF AND MN.N AeeoADCD AAI►TO ,O Ifpy{�1`f (1i `Ii1171L N... Mr. and Mrs. Rdwin 0. Denson L'L::I:IFI.:•:J'.I:ia�_�,JJ •• F[i .r 225 Sequoyah 2939 «» LChloo, CA. ,.J arACC AROVC TNIII LINE FOR ACCORDER'a UaC r''' ... wr w.....1 1. 4.4 0 1 , .ocVNAn.w TAw.I,. TO L rr X .. ro.lrin. DN Nnl TAM OF000nel, o)"T11 ...r '.11 Vr.r •, •L o IU., .NUI 1166I't'.) . 1 T� Y. same 1•Ru..l .1. ll.A.n• 9 At low or Iwo. '- IT g. ' 0 ov 1- Tile o. s5o8;, cioow 7o Joint Tenancy Grant Deed I►.T.T.I V..6 ►GAN /VANIe N[O.T "TLC In.U.ANCC AND "WIFT COWPAM rOR A VALUABLE CONSIDERATION, nreipt of whkh Y hereby aeie..k4II4 BENJAMIN W. LOOAN, a single meta, ; hereby GRANTISI to EDWIN S. BENSON and 3NIRLEy j BENSON, husband and wife . AS JOINT TENANTS, the n prgwrly In , Cnunly of Butte S1.te o1 Celifomi., dr.eriW as: The Westerly 96 foot, as measured along the center line of Nord Avenue, of the following described parcel of land. BEGINNING at a point on the Northorly line of Lot. 19, of the Sixth Sub- division of the John Bidwell Rancho, according to the Official Mop thereat filed in the office of the Recorder of the County of Butts. State of California, December 3. 1901 in Map Book 5, page 30, distant thereon 566.4 feet Northwesterly from the Northeasterly oornor of sold Lot 191 thence Southorly and parallel with the Easterly line of said Lot 19, a distance of 396.00 feet to a point) thence Northweatorly parallel with the Northerly line of said Lot 19, a distance of 188.8 foot to the Wosto ly lino of said Lot 191 thonce Northorly along said Wooterly lino of sold Lot 19, a distance of 396.00 foot to the Northwesterly corner of said Lot 19; thence Southosoterly along tho North line of said Lot 19, a die- tance of 188.8 feet to the point of beginning. Containing 1.50 sarong more or leas. Januar 20'-972 14"W: -. rnl NTl u►•_ -- 8uste f IA... Janunry .Z4. -_1972—A.►_ w. iM ..d... '.len«I.. N•..rr ruJa�r {n .ml hn .•w W.I.. pre n7 .ppr.n- . Benjamin W. Logon _ rJ _—_-�_�-- I,— N, AN wlnnm11N1wNn/INMIII1NNNrINN11N.1N11111ND •' 11 1 1' 1 #'I L I,. 1. 1M 1..•.wl-.. rM... w.... ,_!a__wl..n {Md ro1M .NAin _F /r'•?� 1) NALD L MUIKFY In.o u...en1 •n.l .. ►.r•r A.l...l 1h.1 11v-. _.n...1r1 1M ..r. w.,... nK _ ..,. ..0 C -D • ITNE: s h.nd .nA IAel.l .e.l. :% r io ,ni+ 1w a L1 Cil APT (.+.+i1J.w (.filer, 0".6" 16, 1971 w _ 1V' - ---_-_�___________-_ v: N_ IT'P4 .. him..11 17?i. Ne. I.r .6irir A....{•1 .rrlf Tide Otder No._ _ - _ 1:-•nnr 1v l.un No.All MAIL TAX STATEMENTS AS DIRECTED ABOVI Be OF _ I' COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 TelephoV: 534-4541 /1") APPLICATION AND PERMIT 77 authorize representatives of the county of Butte to enter upon the above-mentioned property for inspection purposes. X Qt.0 Date 75—moo- -7 Signature of Permitee or Agent Receipt No. % I C O ? 2_ — _ White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Dat i Building Permit Expires Date �- BUILDING - Owner k L /� SO. FT. OCC. BUILDING VALUATION Mai I i ng Add ess t �! J / Fireplace Contractor Total Valuation Mai I i ng Address Permit Fee Plan Checking Fee &/or Penalty Permit Fee Building Address PLUMBING No.1 @ FEE PERMIT FILING FEE $2.00 C;4 ff X/10 eye& Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 A Each gas water heater or vent 1.50 A. P. No. Zoning — _D�_ Gas piping system 1 - 5 outlets 1.50 Each additional outlet .50 Fire Zone r, Fire Dept. nitatio ® anning Building sewer 5.00 Plans ✓ Fees W. C. R/W Encroachment Lawn sprinkler system 2.00 NEW ❑ D TION ❑ OTHER Permit Fee t099L t ' r ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service incl. 1 meter O Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) USE OF STRUCTURE Single Family Duplex ❑ Others ❑ Range, dryer or water heater 1.00 Oven, Cook -top or space heater 1.00 Light fixtures Receps., switches & fix outlets _+ affi CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air condi ioner or h at pump Water pump t Misc. wiring S VV License No. Classification i am exempt from the Contractors License Laws of the State of California. Permit Fee WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ WI have placed on file with the County of Butte a certificate of orkmen's Compensation Insurance. �q I certify that in the performance of the work for which this y� permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Permit Fee I certify that I have read this application and state that the above y pp information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby $tate Fee for Strpng Motion $0.07/$1000 Evaluation Instrumentation rogrom TOTAL PERMIT FEE authorize representatives of the county of Butte to enter upon the above-mentioned property for inspection purposes. X Qt.0 Date 75—moo- -7 Signature of Permitee or Agent Receipt No. % I C O ? 2_ — _ White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Dat i Building Permit Expires Date �- {PERMIT NO. 3939-75B P / E M , ' as MH UTIL. PERMIT NO. t' PERMIT EXPIRES OWNER Robert Ryan 4, • i y ICON TR. LOCATION (A.P. 42-09-08 ) j s1s Hwy 32, 410 mi. W. of Kennedy Ave., ,Chico ' i Temp. Power Pole r Called PG&E I Temp. Elec. Serv. ;- i Called PG&E ITemp. Gas Serv. Called PG&E FINALED (Date) ''� (Signature) k COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS I K BUILDING INSPECTION RECORD BUILDING f Setback (i'—:>'7 -- 2., Forms Main Bldg.. Footings StemwaI l Slab Fixtures Piers / j Garage Water Htr. Final Footings MECH NICAL Stemwall `® Slab "' E Carport Ducts Footin s Ventilation ' Slab Final r Patio Footings ' Masonry Walls ! i Reinf..Steel ti Bond Beam I., Framina 1- /C, Mesh Scratch Brown Finish Interior Latl Door Closer BUILDING (Cont'd) Firewall Parapets Restroom Finish Windows Siding Roof Sheathing .. Roofing Fdn. Vents Garage Vents Prov. for physically handicapped Conformance of ex. structure Final 110 7 •FIREP Footing Throat PLUMBING Soli Piping 1st Floor 2nd Floor 3rd Floor Topout Water Piping Sewer Fixtures Water Htr. Heaters Appliances Gas Piping & Test Temp. Gas Sanitation Final Final / Fixtures FIRE SPRI LERS Motors Test Water Htr. Final Subpanels ' ow MECH NICAL Grd. Fault Prot. Heating Service Cooling Temp. Pole Ducts Underground Ventilation Permanent Final Final Xn— DATE REMARKS OR CORRECTIONS 7-6 v�: ELECTRICAL COUNTY OF BUTTE - DEPARTMENT OF PUBLIC W 7 County Center DAvd — `Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT Owner eea: . &/. Mai Iing Address kT 3C? cl Telephone No. 014 ICU CL-11;2-6195 Contractor Mai I ing Address t2_ Building Address S/ S. guv LUES % tlP No. 3;L R . 4/Vm� !ULS 8 lI@U ` A. P. No. 4 9, — ©g Zoning & Planning FdW.t, a ' Fire Dept. FireZone Use Permit EQA I Parking I Parcel Parcel Ma I 60' R/W I Improvements Plans Declaration P P Bldg. Plans Recd I PaiFe01—Approval I Plans Approval NEW ADDITION ❑ UTILITIES ❑ OTHER Single Family ® Duplex ❑ Mobil Home ❑ Others 91 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: License No. Classification BUILDING SQ. FT. OCC. BUILDING VALUATION Fireplace Total Valuation Permit Fee Plan Checking Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each Trap Repair drainage or vent piping Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Each additional outlet Building sewer Lawn sarinkler system Permit Fee ELECTRICAL PERMIT FILING FEE Main service incl. 1 meter Additional meters, each Sub -panel (12 or less) (more than 12) Range, Cook -top or Oven Water Heater or Space Heater Light fixtures Receps., switches & fix outlets Hood, Ex. Fan or F.A. Furn. Motor Evap. cooler, gar. disp. or D.W. Air conditioner or heat pump Water pump Mobil Home Facilities Temp. Power Pole Misc. wirino 194 am exempt from the Contractors License Laws of the State of California. Permit Fee MECHANICAL WORKMEN'S COMPENSATION INSURANCE PERMIT FILING FEE I am aware of the provisions of Section3700 of the California Labor Heating Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 1 certify that in the performance of the work for which this PS'permit .is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws.of California. 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. X2a.,—tw Rn— Date v S Signature of Permitee or AqVint Receipt No. ( 39baJ White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant Cooling Ventilation Hood Permit Fee 0— FEE $3.00 1.50 1.50 1.50 1.50 1.50 .30 5.00 2.00 @ FEE $3.00 1.00 1.00 1.00 2U 02 1.00 1.00 5.00 5.00 @ FEE $3.00 2.00 TOTAL PERMIT FEE Is -2 C) This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR PUBLIC WORKS BYDate 1p— ®q� B �illng permit expires Date �`��4 • '� COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Djivp . –,. Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT BUILDING Owner ! r SQ. FT. OCC. BUILDING VALUATION Mai I i ng Address Telephone No. � C Contractor Fireplace Total Valuation Mailing Address Permit Fee Plan Checking Fee&/or Penalty Telephone No. Permit Fee Building Address C�lJ PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 ozzo,© / — ` �/ Each Trap 1.50 CRepair C drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. N —Q �� _Z75 Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 / ZW. Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans I Parcel Declaration Parcel Ma P 60' R/W Improvements p ovements Lawn sprinkler system 2.00 Bldg. Plans Rec'd Parcel Approval Plans Approval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ NELECTRICAL OTHER No. @ FEE PERMIT FILING FEE $3.00 'Clio Main service incl. 1 meter g3J? 9–'% Additional meters, eac 1.00 Sub -panel (12 or (more than 12) �Q Single Family ❑ Duplex ❑ Mobil Home ❑ Others Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixturesX20,1125 ,•p (� s., swi Ves & fix out10 b,11 O CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap, cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit ,is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE =105 authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. x Date 3 Signature of Permiteeeor e or Agen Receipt No. Z-5-4 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. D GATOR OF BLIC WORKS By Date–L� Building permit ewiees Date �s 9 a 9-5, 1 !i PERMIT N0. 1790-74B P E M MH UTIL. PERMIT NO. PERMIT EXPIRESy ,1—/ �QWNER Robert Ryan CONTR. Owner 'LOCATION (A.P. 42-09-8 SIS Hwy. 32, 4/10 mi. W. of Kennedy Ave., Chico Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv.. Called PG&E JOB FINALED `-'✓ 0 ✓ 7 (Date (Signature) COUNTY OF BUTTE'- DEPARTMENT-OF.,PUBLIC WORKS BUILDING INSPECTION RECORD BUILDINP BUILDING Cont'd) PLUMBIN Setback Firewall. Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwall Prov. for physically Heaters Slab handicapped Appliances Carport Conformance of ex. Gas Piping & Test Footings structure Temp. Gas Slab Final .0 Sanitation Patio FIRE .LACE Final Footings Footing ELECTRI AL Masonry Walls Throat Rough k Reinf. Steel Final Fixtures Bond Beam FIRE SP INKLERS Motors Framing Test Water Htr. Stucco Final Subanels Mesh MECH ICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Under round Interior Lath Ventilation Permanent Door Closer Final Final DATE _REMARKS OR CORRECTIONS i COUNTY OF BUTTE — DEPA,.RTMIrNT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 D Telephone;' 534-4541 APPLICATION AND PERMIT duinunze representatives or the County of Butte to enter upon the above-mentioned property for inspection purposes. X . i "3 - P Date Signature of Permitee or Agent Receipt No. %Z 21!!!�7 White-D.P.W. — ow -Assessor — Pin -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OFnPUBLIC WORKS By Date 3- y� 3--W—o ding permit expires Date ................................... ...... BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address c Te ephone No. Fireplace Contractor Total Valuation Mailing Address Permit Fee Q P I an Checki ng Fee rPenalt - Telephone No. Permit Fee Building Address PLUMBING No. @ FEE PERMIT FILING FEE $2.00 v C. Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No.Gas Zoning &Planning piping system 1 - 5 outlets 1.50 Each additional outlet .30 FArrs—V4--j. Sanitation Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Lawn sprinkler system 2.00 g. ec'd Farce Pla vol Permit Fee $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 - Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family ❑ Duplex ❑ Mobil Home- Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures bal dio Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring Rl I am exempt from the Contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ 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 11h TOTAL PERMIT FEE duinunze representatives or the County of Butte to enter upon the above-mentioned property for inspection purposes. X . i "3 - P Date Signature of Permitee or Agent Receipt No. %Z 21!!!�7 White-D.P.W. — ow -Assessor — Pin -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OFnPUBLIC WORKS By Date 3- y� 3--W—o ding permit expires Date ................................... ...... I �'-.f,PERMIT NO. 3794-75B of) - P E M MH UTIL. PERMIT NO. PERMIT EXPIRES OWNER Robert Ryan [�CONTR. A LOCATION (A.P. 42-09--48 q1s HWY 32, app. 4/10 mi. W. of Kennedy Ave., Chico A ji Temp. Power Pole Called PG&E Temp. Elec. Serv: Called PG&E Temp. Gas Serv. /Called PG&E JOB FINA LED (Date),,� (Signature) r COUNTY OF BUTTE — DEPARTMENT OF PUBLIC.WORKS BUILDING INSPECTION RECORD i L G. BUILDING kCont'd) Setback — - Firewall Soil Piping i Forms Parapets 1st Floor ' Main Bldg. Restroom'Finish 2nd Floor Footings_Windows Ducts 3rd Floor Stemwa Siding To out Slab Roof Sheathing . Water P!EL!jL Pi.ers Roofing o —' Sewer Footings Fdn. Vents Garage Vents Fixtures Water Htr. StemwaII Slab, Prov. for physically handicapped Heaters Appliances Carport Footings Conformance of ex. structure Gas Piping & Temp. Gas Slab . Final A �" „� Sanitation Patio FIREPLACE Final Footings -- ooting Masonry Walls Throat Rough Reinf. Steel Final Fixtures i Bond Beam FIRE SPRI LERS Motors Framing Test Water Htr. ' Stucco Final Subpanels IK _PL� Mesh MECHA AL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole _ Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final t DATE REMARKS OR CORRECTIONS i j" f C/ ELECTRICAL l7 " COUNTY OF BUTTE i~ DEPARTMENT OF PUBLIC R 7 County Center Drive — Oroville, California 95965 L/ ��� ✓ �`-' Telephone: 534-4541 APPLICATfON AND PERMIT ParcerApproval BUILDING Plans 4proval Owner S. FT. OCC. BUILDING VALUATION NEW ADDITION ❑ UTILITIES [:1OTHER Mailing Address 9� I am exempt from the Contractors License Laws of the State of California. / C a Tel h n�8'1/ $3.00 Fireplace Contractor 0 Total Valuation . O Mai I i ng Address Permit Fee Plan Checking Fee &/or Penalty Additional meters, each Telephone No. Permit Fee 00 Building Addres GIJC 3PLUMBING No. @ I FEE 7 PERMIT FILING FEE $3.00 &S p yi✓ Each Trap 1.50 CJE Repair drainage or vent piping 1.50 Water piping 1.50 Light fixtures Each gas water heater or vent • 1.50 A. P. No — Zoning &Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .. .30 F Wsf Hood, Ex. Fan or F.A. Furn. Motor it Fire Dept. Fire Zone Use Permit Building sewer 5.00 EOA I Parking P ns Parcel Declaration parcel Ma p 160' R/W I Improvement. p Lawn sprinkler system 2.00 B�IPlans Rec'd ParcerApproval Plans 4proval Permit Fee $ NEW ADDITION ❑ UTILITIES [:1OTHER [:1ELECTRICAL I am exempt from the Contractors License Laws of the State of California. No. @ FEE PERMIT FILING FEE $3.00 MECHANICAL No. @ FEE Main service incl. 1 meter Heating Cooling Additional meters, each 1.00 Sub -panel (12 or less) (morethan 12) Permit Fee $ Single Family ❑ Duplex ❑ Mobil Home Z_ Others ❑ Range, Cook -top or Oven 1:00 ,! Water Heater or Space Heater 1.00 Light fixtures '20li 25 Receps., switches & fix outlets 20 0 j5 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump 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. x X VDate ` -80-1 Signature of Permitee or Agent d Receipt No. � 3 ,/- 3rs,5� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant TOTAL' PERMIT FEE _ 100 This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF UBLIC WORKS. By �— ® Date_'— 7� Building permit expires Date 2— 474:;;� Mobil Home Facilities _ 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring I am exempt from the Contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit ,is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 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. x X VDate ` -80-1 Signature of Permitee or Agent d Receipt No. � 3 ,/- 3rs,5� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant TOTAL' PERMIT FEE _ 100 This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF UBLIC WORKS. By �— ® Date_'— 7� Building permit expires Date 2— 474:;;� • < � � .�= �� a e L SUPER STUD . MINI WAREHOUSE CONSTRUCTION GUIDE SECTION THREE January 2, 1990 ra 1. INTRODUCTION TABLE OF CONTENTS 2. STRUCTURAL 2.1. General Information 2.2. Base channel between doors 2.3. Base angle between units 2.4. Base angle at solid sheeted exterior wall 2.5. Interior column 2.6. Sidewall column 2.7. Endwall column 2.8. Partition. support 2.9. Girt 2.10. Door jamb 2.11. Door header 2.12. Purlin 2.13. Eave strut 2.14. Masonry eave strut 2.15. Rake angle 2.16. Rake channel (at endwall rake) 2.17. Mini clip 2.18. High side ledger angle 2.19. Base clip 2.20. Roll -up door bracket 3. SHEETING 3.1. Wall panel 3.2. Roof panel 3.3. Partition panel 4. FLASHING 4.1 Simple eave trim 4.2. Gutter system 4.2.1. Gutter 4.2.2. Gutter strap 4.2.3. Gutter end cap 4.2.4. Downspout 4.2.5. Downspout strap 4.2.6. Corner box 4.3. High side trim 4.4. High side corner box 4.5. Rake trim 4.6. Peak box 4.7. Corner trim 4.8. Standard door trims 4.8.1. Jamb trim 4.8.2. Head trim 4.9. Cap trims 4.9.1. _Cap trim for door header 4.9.2. Cap trim for door jamb -Page 1 of 18- 3 3 3 3 4 4 4- 5 5 5 6 6 6 7 7 8 8 8 9 9 10 10 10 10 11 12 12 12 12 12 12 13 13 13 13 13 13 14 14 14 14 14 14 14 14 J 5. MISCELLANEOUS ITEMS 5.1. Fasteners 5.1.1. #12 x 1" tek 5.1.2. # 14 x 7/8" lap tek 5.1.3. #12 x 1" tek 5.1.4. Expansion anchor 5.2. Weatherproofing 5.2.1. Tape sealer 5.2.2. Inside closure 5.2.2.1. Roof 5.2.2.2. Wall 5.2.3. Outside closure 5.2.3.1. Roof 5.2.3.2. Wall 5.2.4. Gutter sealant 5.3. Insulation 5.4. Overhead door -Page2of 18- 15 15 16 16 16 16 16 16 16 17 17 17 17 17 17 17 I 9 1. INTRODUCTION The following is an aid to the drafting, detailing, and erection of the Super Stud mini warehouse system. The size and configuration of all members are subject to change in gage or shape. The configuration of the structure and the loading on it may require such a change. Erection drawings provided for a specific project take precedence for that project over any statement made in this manual. For further questions regarding the building design or erection methods contact the manufacturer or sales representative. STRUCTURAL CHARACTERISTICS The parts listed below are for a mini warehouse with the following characteristics: - Eave height less than or equal to 12 feet - Bay spacing less than or equal to 15 feet - Building length and width at least as great as the eave height - 20 osf live load - 20 psf wind load The Super Stud system is not limited to the above, but each project that exceeds these limits must be engineered individually. 1j 2. STRUCTURAL 2.1. General Information 2.1.1. All structural elements are to be spliced only over a support. 2.1.2. The maximum part lengths for structural members varies with each member. A good rule of thumb is to limit the lengths of roll formed 16 gage members to about 25 feet long. Small press broken parts are best limited to about 21 feet. 2.2. Base channel between doors 2.1.1. Material: 3" x 4 1/8" x 3" x 16 gage angle 2.2.2.' Erection information Attach a slab at 2'-0" (max.) on center with expansion bolt described below. Place at least one bolt at each end of each piece of channel. Refer to the expansion bolt manufacturer's guidelines for instructions on installation of expansion bolts. Especially note minimum edge distances. 2.2.3. Detailing information i Cut to length for each condition. Cut the channel 1/2" shorter than the actual size of the door mullion. * Page 3 of 18 2.3. Base angle between units 2.3.1. Material: 2" x 2" x 16 gage angle 2.3.2. Erection information Attach to slab with power driven pin directly under each column. Then place enough pins to satisfy the maximum spacing called for on the erection drawings. 2.3.3. Detailing information 2.3.3.1. Adjust length of angle to allow for the thickness of exterior walls. 2.3.3.2.- The angle need not extend over the perimeter concrete notch. 2.3.3.3. The maximum length for this angle is about 20'-6". 2.3.3.4. Do not lap splices in base angle. - Splices should. occur away from columns. 2.4. Base angle at solid sheeted exterior wall 2.4.1.: 2" x 2" x 16 gage angle 2.4.2. Erection information Attach perimeter base angle to the slab with expansion bolts when the base angle is interrupted by numerous door openings. Locate one fastener directly beneath each column and place as many additional fasteners as required to meet the spacing shown on the drawings. 2.4.3. Detailing information The maximum length for this angle is about 20'-611. Do not lap splices. Splices should occur away from columns. 2.5. Interior column , 2.5.1. Material Usual size: 4" x 2" x 16 gage CEE. This column is also called 4C16. Column size may vary with bay spacing and loading. 2.5.2. Erection information Attach to the base clip with (2) #12 teks that must extend \ through the partition panel, then through the base clip, and Jthen anchor into the column itself. See below for attachment of partition panel and purlin to column. *** Page 4 of 18 *** 2.5.3. Detailing information 0 Be certain that the flange of the purlin is as wide or wider than that of the column. 2.6. Sidewall column 2.6.1. Material: See Interior column above. 2.6.2. Erection information: See Interior column above. 2.6.3. Detailing information See interior column above. Also remember to add the deoth of the notch to the length of the column. 2.7. Endwall column 2.7.1. Material: See Interior column above. 2.7.2. Erection information: See Interior column above. 2.7.3. Detailing information See interior column above. Also remember to add the depth of the notch to the length of the column. 2.8. Partition support' 2.8.1. Material: 2" x 2" x 16 gage angle 2.8.2. Erection information Usage: A. Support partition panel at the end of a transverse partition panel. Attach this member with a #12 x 1" tek passing through the transverse partition panel and into the column. B. Support the middle of the partition panel when the panel spans more than about T-0". Two kwik bolts are used to fasten base clip to slab. Fasten partition support to base clip with (2) #12 teks. Attach the channel to the purlin above with (2) # 12 teks. 2.8.3., Detailing information The overall length of the support should be about 1" shorter than the column nearest to the channel. If the length of the member is over T-10" an alternate member shape is often required. *** Page 5 of 18 *** J 2.9. Girt 2.9.1. Material: Usual size: 4" x 2 1/2" x 16 gage. The girt should be the same size as the sidewall columns to maintain a uniform appearance. 2.9.2. Erection information Faster .the girt in place with a Mini Clip at each end. Fasten the girt to the clip with (2) #12 teks. Normally there are several girts of about the same length. Each girt is cut to the exact length required - so be certain to use them in the correct places. 2.9.3. Detailing information The girt length is to be 1/2" shorter than the space into which it must fit. 2.10. Door jamb 2.10.1. Material A 16gage press broken member with a configuration as shown on the plans. The door jamb presents a 2 1/2" mounting surface for the overhead door mounting bracket. The mounting surface extends alongside and above the door to the eave. 2.10.2. Erection information The jamb sits in the base channel, and attaches to both flanges of the base angle with (2) #12 teks. The jamb will attach to the top mullion channel in the same way. It is important to locate the two fasteners on the inside face of the jamb in such a way that they will not interfere with the overhead door track. 2.10.3. Detailing information The door jamb in the sidewall will be the same length as. the sidewall column. In the endwall, the length will vary as required. 2.11. Door header 2.11.1. Material Usual size: 2" x 4" x 2" x 16 gage channel The size may vary for larger doors over 10'-0" wide. * * * Page 6 of 18 * * * 2.11.2. Erection information , J Attach the header to the door jambs by a Mini Clip_at each end. 2.11.3. Detailing information The header length should be the nominal length of the door opening minus 1/2". 2.12. Purlin 2.12.1. Material Usual size: 4" x 2 1/2" x 16 gage ZEE. For larger bays or heavy loading, a larger ZEE is often required. 2.12.2. Erection information The purlin may span either one bay or two. If the purlin splices over another purlin, it must lap for at least 4" directly over the column. The screws attaching the purlin to the column should go through both the purlins into the column. 'Refer to the plans for the exact number of screws required. For larger bays the purlin to column connections are bolted. 2.12.3. Detailing information The purlin length should be 6" longer than the center to center distance of the columns. This allows enough material for laps and allows for a margin of error. 2.13. Eave strut 2.13.1. Material Usual size: 4" x 4 1/8" x 1 1/2" x 16 gage channel. For larger bays a larger eave'member is required. 2.13.2. Erection information The eave strut spans from one sidewall column to the next. It may be supplied in lengths to extend across two 10'-0" bays. The eave strut butts over the column or mullion top channel. At solid. sheeted walls use a Mini Clip to attach the column to the eave strut. Use #12 fasteners as shown on detail drawings. 2.13.3. Detailing information The eave strut is normally 1/4" shorter than the bay lengths. Typical lengths for 10'-0" bays are 9'-I1 3/4" and 20'-0" bays are 19'-11 3/4". * Page 7 of 18* 'q 2.14. Masonry cave strut J U When the sidewalls are made of either concrete blocks or precast concrete, the masonry cave strut is used. The shape is such to provide a way to attach the strut to the wall and to provide a mounting surface for the roof panel. 2.14.1. Material The usual size is similar to a 4" x 2 1/2" CEE except that one of the lips is turned out. The gage will vary as required. 2.14.2. Erection .information Place the cave strut on top of the wall with the web down. Anchor it into place with anchor bolts placed into the top of the wall. There is no need to lap the cave strut, but each member must be positively held down as shown on the drawings. 2.14.3. Detailing information The length of the masonry cave strut is usually the bay width minus 1/2". 2.15. Rake angle 2.15.1. Material: 4" x 2" x 16 gage angle 2.15.2. Erection information The rake angle is supported along the endwall by the purlin and the cave struts. Connect the rake angle to each support with at least (2) #12 tek screws. The rake angle is an integral part of the load carrying system and must be connected to both the wall and roof panels. 2.15.3. Detailing information The rake angle should be long enough to allow it to lap over its supports if pne piece cannot extend from sidewall to sidewall. 2.16. Rake channel (at :endwall rake) 2.16.1. Material The usual size is 3" x 4 1/8" x 3 1/2" x 16 gage channel. If the purlin is six inches deep, then the size of the vertical leg increases to 6 1/8". *** Page 8 of 18 *** 2.16.2. Erection information The rake channel is used at 'a masonry wall to connect the purlin to the wall. Attach it to the wall using anchor bolts as shown on the plans for the specific project. Once the channel is anchored into place along the slope of the roof, slip the purlin into place. Fasten the purlin with at least two #12 teks in both the top and bottom flanges. 2.16.3. Detailing information It is better not to have a splice in the eave channel near a purlin. 2.17. Mini Clip 2.17.1. Material The usual material is: 4" x 4" x 0'-2 1/2" x 16 gage angle (no holes). 2.17.2. Erection information This clip is used to connect girts to columns, door headers to door jambs, and several other applications. The 2 1/2" length allows the clip to slip between the lips of a 4" CEE. A different width clip is used for a 6" CEE. An 8" CEE usually requires bolts instead of screws and uses an entirely different clip. When two clips occur on either side of the web of a column the screws must go through first one clip, then through the web of the column, then through the other clip. To make the clip connection as strong as possible, keep the screws in each leg of the clip as far apart from one another as possible. 2.18. High side ledger angle 2.18.1. Material: 4" x 4" x 14 gage angle. 2.18.2. Erection information The ledger angle is used at a high side eave condition to connect the roof panel to a masonry wall. Fasten the angle to the wall with 1/2" diameter anchor bolts placed at 2'-6" on center. Attach the roof panel to the ledger angle with #12 teks. at the spacing shown on the plans: 2.19. Base cli 2.19.1. Material: 2" x 2" x 0'-312" x 16 gage angle.. 2.19.2. Erection information i This clip is used to connect the partition support column at finish floor. Fasten the angle to the partition with #12 teks and (2) 3/8" expansion bolts to finish floor. *** Page 9 of 18 *** 2.20. Roll -up door bracket 2.20.1. Material: 4" x 3" x 0'-6" x 14 gage. 2.20.2. Erection information Connect the roll -up door brackets to the door stud with #12 teks. 3. - SHEETING The mini structure relies heavily on the panel for the stability of the overall structure. Therefore, carefully fasten the panel exactly as shown on the plans. 3.1. Wall panel It is possible to use almost any type of material for the wall. Precast concrete, stucco, wood siding, brick or concrete block have been used in place of the usual metal panel. From a structural standpoint, the important consideration is the ability of the wall system to transmit shear. If the wall material itself is unable to do so, then some additional bracing may be needed. 3.1.1. Material: the usual material is 26 gage 'R' panel. 3.1.2. Erection information The 'R' panel exterior wall erection is exactly the same as that of an ordinary metal building. This involves standing the panel in place, attaching it to its supports, and fastening the side of the panels to one another. 3.1.3. Detailing information The wall panel may extend to the bottom of the perimeter sheeting notch, or beyond. Allow about one inch clearance between the top of the wall panel and the bottom of the roof panel. 3.2. Roof panel There are two major roof systems used on the mini warehouse. The most common is the typical 26 gage 'R' panel with fasteners that penetrate through the panel into the support. This type of attachment provides a positive connection between the roof panel and the structure beneath. In this type of system, the roof panel itself provides a great deal of the stiffness and strength of the structure. A properly installed 'R' panel roof is an excellent roofing system. An alternate approach is to use a standing seam roof panel. This system has the advantage of eliminating almost all of the fastener penetrations through the roof panel itself. This allows a properly installed standing seam roof to be practically leak proof. The standing seam roof does, however, present certain ` problems from a structural standpoint since it does not provide a rigid J] connection to the supporting structure. Other means of providing for the stiffness -and strength of the structure may be required. This usually means providing straps to prevent the purlin from rolling and some form of. diagonal bracing. *** Page 10 of 18 x.2.1. lvlater ial The usual material is 26 gage 'R' panel 3.2.2. Erection information It is important to connect the panel to the supports exactly as shown on the plans. It is desirable to eliminate panel end laps by using one panel that extends from sidewall to sidewall. If the building has a ridge, then either use a roof cap or break the panel over the ridge in the field. Do not try to break the roof panel over the ridge if the roof slope is over 1/2 on 12. It is important both for the structural integrity of the structure and to prevent leaks to fasten the sidelaps as shown on the plans. 3.2.3. Detailing information If gutter is used the roof panel should extend past the steel line the width of the wall panels plus 1 1/211. If a simple eave trim is used, the roof panel should extend past the steel line the thickness of the wall panel plus about 5". In this case since the ends of the panel are exposed to view, they should line up neatly. 3.3. Partition panel The partition panel and the structure it is attached to essentially replaces the heavy steel frame found in an ordinary metal building. Because of this, use care to install the fasteners EXACTLY as shown on the plans. 3.3.1. , Material The usual material is a 28 gage corrugated panel. The material type may vary according to the size of the building and the loading. 3.3.2. Erection information The partition panel is connected to the following: 1. Base angle The normal connection is a #12 x 1" *tek at 6" on center. 2. Columns The normal connection is a #12 x 1" tek at 6" on center. 3. Partition support Connect the panel to the support with #12 x 1" tek at 6" on center. Always place the screw first through the panel and then into the support. J * * Page 11 of 18 CE) 4. Side lap fasteners The frequency of the partition panel sidelap fasteners will vary from project to project. These fasteners are an integral part of the structural system. PEJ 4. FLASHING Flashing is provided in a manner generally consistent with standard metal building practice. Here, as with a standard metal building, the quality and appearance of the finished structure depends entirely upon the care and craftsmanship of the erector. When endlaps in a flashing are required, the two pieces of trim should extend over one another about 2". Place a.run of tape sealer or caulk between the two parts. Fasten the lap together with either pop rivets or lap teks often enough to provide a neat and waterproof joint. If pop rivets are used, each one must be sealed individually to keep out water. 4.1. Simple eave trim The simple eave trim is used at the low side of the roof when gutter is not specified. 4.2. Gutter system When ,� gutter is specified, several flashings are required to produce o y an appealing finished product: 4.2.1. Gutter Attach to the flat pan of the roof panel at 12" on center with #14 lap teks (use the ones marked for use at the roof sidelap). Also attach to the high rib of the panel using the gutter strap. Use caulking and pop rivets at all gutter joints. 4.2.2. Gutter strap Use one strap every three feet. Place a bead of tape sealer between the strap and the high rib of the roof panel. Attach the strap to the roof with two lap teks that go through first the strap, then the tape sealer, and then into the roof panel. 4.2.3. Gutter end cap Place the end cap into the end of the gutter on top of a bead of caulk. Attach the end cap with pop rivets, and seal off each pop rivet with the caulk. *** Page 12 of 18 *** 9E) 4.2.4. Downspout The standard downspout size is 3" x 3". Downspout sleeves are not usually provided. Attachment of the downspout to the gutter requires cutting the bottom of the' gutter and turning the tabs down inside of the downspout and fastening the joint with pop rivets. The downspout spacing is determined by an annual rainfall intensity chart. The maximum downspout spacing recommended is 30'-0". Enough downspouts are usually provided to place one at each end of the building and at the required spacing in between. The downspout extends from the sidewall eave to -the finished floor'of the building. 4.2.5. Downspout Strap One downspout strap per section of downspout is provided. If the wall is the usual steel panel, connect the strap to it with a pair of lap teks. If it is concrete use some appropriate fastener (not provided by the building manufacturer). Connect the downspout to the strap with a pop rivet on each side of the downspout. 4.2.6. Corner box The corner box is a pre -fabricated transition piece that connects the gutter to the rake trim. 4.3:' High side trim The high side eave trim resembles the rake trim and closes off the high sidewall eave in much the same way as the rake trim closes off the rake. Attach the trim to the high ribs of both the wall and roof panels at 12" on center. In both cases an outside closure will close the gap between the trim and the low of the panel. The screw that attaches the trim to the panel should go through this outside closure as well. The outside closure at the roof should also have. a run of tape sealer below and above it to seal out water blown up the slope of the roof. 4.4. High side corner box This trim functions exactly like the normal corner bdx. 4.5. Rake trim The rake trim closes off the endwall rake. Connect the rake trim to the high rib of the last roof panel with a lap tek at 12'11. on center. Place a run of tape sealer between the trim and the panel. Attach .the trim to the high ribs of the wall panel at 12" on center. An outside closure will close the gap between the trim and the low of J) the panel. The screw that attaches the trim to the panel should go through this outside closure as well. *** Page 13 of 18*** 9 When the roof slope is shallow enough, no ridge cap is provided, and the erector must field miter the rake trim at the ridge to match the roof slope. 4.6. Peak box The peak box is provided when the roof slope is more than about 3/4 to 12. For most flat roofs, it is easier to field miter the rake trim itself at the ridge than to install a peak box. 4.7. Corner trim The corner trim seals off the corner of the building. Sometimes the rake trim is combined with the corner mullion. 4.8. Standard door trim 4.8.1. Jamb trim The standard jamb trim provides a finished appearance for an opening cut in a wall panel. This trim is not used when the jamb panel replaces the wall panel between the doors. 4.8.2. Head trim The head trim will usually run continuously above and between the doors when jamb panels replace the wall panel between the doors. 4.9. Cap trims The standard system provides enough trim to cover all of the exposed red iron of the overhead door jamb and headers. Normally, no head cap trim is provided when the opening is for a swing door. 4.9.1. Cap trim for dooS header The cap trim covers the red iron door header. .4.9.2. Cap trim for door jamb The cap trim for. the door jamb is provided when no door mullion is used. Page 14 of 18 ** 5. MISCELLANEOUS ITEMS 5.1. FASTENERS Install all fasteners in accordance with the manufacturer's recommendations. Below is a general description of the fastening procedures for each type of fastener. An overage of between 5 and 10 percent is usually provided. This provides a more than adequate number of screws for erection of the building. Additional screws will not be provided at the building manufacturer's expense. 5.1.1. #12 x 1" tek This fastener is the primary structural fastener in the mini warehouse system. It is a standard self drilling fastener normally provided with a sealing washer. Its installation requires special high speed tools. Roof Provide 44 screws per square. This provides enough fasteners to attach the roof panel to all supports at 12" on center. Wall Provide 39 screws per square. This provides enough fasteners to attach the wall panel to all supports at 12" on center. Partition Provide enough fasteners to connect the partition panel to all supports at 6" on center. This screw may be provided without a sealing washer since it is not exposed to weather. Structural The Super Stud mini warehouse relies on the #12 tek as a primary structural fastener: It is used to attach structural items to one another in bay sizes up to about 15 feet. Beyond that, bolted connections may be required. Refer to the structural drawings for location and usage of structural screws. i** Page *** 15 of 18 5.1.2. 1114 x 7/8" lap tek ' The la tek performs the critical p p cal lob of fastening the sidelaps of the wall and roof. The use of sidelap fasteners increases the strengt5 and rigidity of the overall structure and must not be omitted. The lap tek is also used in several other areas to fasten material to the panel without attaching it directly to the underlying structure. 5.1.3. #12 x 1" tek This fastener is used in only one condition in the mini warehouse - to connect the longitudinal partition support through the cross partition and to the column. 5.1.4. Expansion anchor The mullion channel or angle is usually attached to the slab with 3/8" diamter x 2 1/4" expansion bolt. It is important to maintain an adequate distance between the fastener and the edge of the slab. This distance is specificed in the manufacturer's literature. For the Ramset Tru -bolt, this dimension is 311. Short pieces of channel at the door mullion must be attached by at least two expansbn bolts. This bolt is normally not provided by the building manufacturer. J 5.2. WEATHERPROOFING 5.2.1. Tape sealer Tape sealer is provided in 45' rolls. Enough is provided for the following locations: (a) Roof sidelaps (b) The top and bottom of the outside closure provided at the high side eave. (c) Roof panel endlaps, if any. (d) Between the last high rib of the roof panel and the rake trim. (e) LNIiscellaneous flashing laps. 5.2.2. Inside closure, The inside closure is a corrugated piece of spongy material that fits between the roof or wall panel and the structure below. Its purpose is to keep out drafts, moisture, and small animals. 5.2.2.1. Roof Inside closure 'is provided at the low sidewall eave, with or without gutter. ***Page 16 of 18 *** J 5.2.2.2. Wall Inside closure will be provided at the base of any wall panel that is not bearing directly on concrete. 5.2.3. Outside closure The outside closure is similar to the inside closure but is designed to be placed above the panel and below a trim on top. Its purpose is to keep out drafts, moisture and small animals. 5.2.3.1. Roof When used on the roof, it is very important to create a watertight seal. To accomplish this, first place a run of tape seal on the clean roof panel. Next lay the outside closure in place, then place a second run of tape seal on top. Attach the flashing on top. of the assembly. Pin the closure in place by making certain the screw goes through the closure. 5.2.3.2. Wall The outside closure is usually only provided for the wall along the rake trim. The screws attaching the rake trim to the wall panel should pass through the closure. 5.2.4. Gutter sealant The gutter sealant is provided for use at all required points inside of the gutter. This includes. gutter splices, end caps and downspouts. Also seal each -pop rivet. 5.3. Insulation If insulation is provided; it is important to coordinate its installation . with the rest of the 'structure. Any technique for installing insulation in a metal building is applicable to this system. Longer screws may be needed to allow for the thickness of the insulation. 5.4. Overhead .door The information provided below is for a mini warehouse door in common use. If the building manufacturer is not providing the overhead doors, then it is up to the owner or the builder to provide the building manufacturer with the door specifications. * Page 17 of 18 0 5.4.1. Nominal door height The height of the door is usually taken at the distance from the finished floor to the bottom of the door height. 5.4.2. Top clearance The clear distance from the bottom of the door header to any obstruction above must be about 18". Therefore, the sidewall eave height must be at least 18" higher than the overhead door. For a door in the endwall, the situation is a bit more complicated. The roll up door must clear. the bottom of the roof purlin if a roof purlin is located directly over the door. This often is the controlling factor for figuring the required eave height. 5.4.3. Side clearance for door bracket The mounting bracket of the overhead door usually extends horizontally 3" beyond the face of the door jamb. Therefore, the door width must be at least 12" narrower than the unit in which it is located. It is preferable to have the door width 18" narrower than the unit width to avoid installation problems. Note that doors in the endwall at the corner of the building may have to be even more narrow. 5.4.4. Mounting requirements The Super Stud mini provides a 4" wide surface for the mounting of the overhead door track and mounting bracket that extends from the bottom of the sheeting notch to the eave of the building. 5.4.5. The base notch The overhead door usually needs 3 1/2" from the inside face of the door jamb to the end of the base notch. This will allow the rubber seal of the door to rest in the bottom of the notch. If the sidewall columns are the usual 4", this means that the notch must be at least 7 1/2" wide. 5.4.6. Special requirement for larger doors Doors more than about 8 feet wide or 8 feet high may require larger framing members to support them. This may affect the size of the base notch and may require that the connections for the door frame' be bolted instead of screwed. * * Page 18 of 18 DESIGN CALCULATIONS FOR RAMSEY CONSTRUCTION JOB NO. 0803-191073 `. CHICO, CA (BUTTE CO.) BUILDING TYPE: MINI -WAREHOUSE BUILDING SIZE: "A": 20' x 280' x 9.5' GABLED ' "B": 20' x 280' x 9.5' GABLED 20' x 300' x 9.5' GABLED "D": 10' x 355' x 9.5' HSEH DESIGN LOADS: UBC -97 DEAD LOAD: /2 PSF COLLATERAL DEAD LOAD: • 0 PSF AUXILLIARY LIVE LOAD: 0 PSF ROOF LIVE LOAD: `r20 PSF SNOW LOAD. /0 PSF WIND LOAD: .as 80 MPH, EXP. C IMPORTANCE FACTORS: oe1.0 SEISMIC ZONE: V3 i &V0 -.30 Z /, Z, 1mUff frw GC�t�� i WILDING** DEPARTIN.Ml,' &-DDR()ur:p /123/0/ j-//. 001 NOV 0 6 2000 Building Load Sheet Date: 11-Z-00 By: 002 G1i1�� PSC' RFP ll'�•oo Customer_2q,�,,�,y Ce,:%�cumc,J Job Number 10'73 C`I 1co 16q ( bum Cc It is the responsibility of the CONTRACTOR to confirm that these loads comply with the requirements of the local building department. Desitin Code (1 �jG- 97 ® (Code and Edition) Roof Dead Load 0 (psf) Collateral Dead Load O (psf) Auiiliary Live Load v (pso Roof Live Load Primary Framing (psf) Secondary Framing 20 (psf) Snow Load (psf) Roof — (psf) Ground O (psf) Ce = — 0 Wind Load g 0 (mph) (psf) Exposure C Seismic Load .. Zone 3 Aa AV Occupancy Category (, Occ. Structure) Seismic Hazard Exposure Group Seismic Zone Factor '�ty Seismic PeT�0,rmance Category Soil Profile Type SO e Site Coefficient Oventrength/Ductility Coefficient (R) 4 .CI Response Modi ication Factor (R) Seismic Force Amplification Factor (flo) 2, Deflection Amplification Factor (Cd) Seismic Coefficient (Ca) % Near -Source Factor (Na) 1.0 Basic Structural System: ✓ Bearing Wall System with Shear Panels Bearing Wall System with Tension -Only Bracing Dual System with ordinary moment frames of steel and concentrically -braced frames Analysis Procedure: Equivalent Lateral Force Importance Factors Wind Load /-0 e Snow Load Seismic Load Other Loads Mezzanine Loa d : Dead Load Crane Loads: Capacity & e Wheel Base Hoist Weight Special Loads L.oaft"Ldoc 0 (psf) Live Load (psf) Wheel Load Bridge Weight Class • ?ROPUS T ••� I I .I 1'`��:E. t Cc o1l and `,`' CONTRACT DATE 10.18-00 ` SALESMAN - P O BOx T"'"" QUOTE. SSQS542REV r,(717146663m69DNORTHWINOSMJOB NO.. USTON. TX 77G1;I8(p1S81ffl,a1;AX (71]) 8167 BUYER. RAMSEY CONSTRUCTION 2961 HIGHWAY 32 ENCUSER (Vtj: :Z• - %To (1A G E CHICO. CA 95973 STREET. 0.901 ►1S6H -, _1.1 ATTN• RICHARD RAMSEY crr CHICO STATE. CA 9S91 TELEPHONE. 530-a91-0678 CCUNrr BUTTE SHIP r0, SAME AS ABOVE FAX. 5]O J391-058] ADDRESS - GENTLEMAN WE PROPOSE To SELL YOU THE FOLLOWING STEEL SYSTEMS BUILDINGS) OF OUR STANOARD DESIGN 11 4 BUILDING(S) TOTALING 20.750 SF (DESCRIBED EACH BUILCING BELOW ON PAGE 21F NECESSARY). t; (FV- O► 1) Y 1� BUILDING rk IS 10' X 355' X 9'-6" HS SINGLE SLOPE WITH 70 UNITS 5' X 10' WITH 4' X 7' F.O. ON HS Yn a *, BUILDING SO IS 20' X 290' X 9'-0- GABLED WITH 20 UNITS THAT ARE 10' X 20' WITH 8' X 7' F.O. t! C BUILDING CC IS 20' X 300 ' X 9'-6- GABLED WITH 60 UNITS 10' X 10' WITH 8' X 7' F.O. r a BUILDING NQ IS 20' X 280' X 9'.6" GAOLED WITH 56 UNITS S' X 10' WITH 4' X 7' F.O. 3 :8 UNITS 10' X 10' WITII 8' X 7' F.O. 'CUSTOMER TO VERIFY LOADS WITH LOCAL OFFICIALS 2) FRAME DESIGN •'SUPER S7UCS' '_0THE9 NOTED BAY SPACING NOTED RCCF SLOP_ 31 CESIGN LOA05 RCCF L L. 20 PSF WIND LOAD c 316:12 80 LIPH EYP C CCOE UBC37 DCII. CeAO ;DAO FRAME l L 20 PSF I\IP FACTOR 1.0 SE!SAIIC ] 4) RCCFING CAUCE. 26 F!N:SH GalvalUMCc $TYLE. POR 5) EcTER1pR WAllS GAUGE. 26 FINISH Color 61 PARTTT10NWA S, rL_c POR S MULLIONS LLS. GAUGE. 29 FINISH Galvalume $TYLE. U 7) CCRRIOOR WALLS: GAUGE N/A FINISH NIA STYLE. NIA 8) TRIM STEEL SYSTEMS STANOARO PREFINISHEO GALVALUME AT EAVES. RAKES AND CCRNERS SAVE GUTTER AND DOWNSPOUTS Yes RIOGE ASSEMBLY CN GABLED BUILDINGS No 7R :V1 CCLCR STANDARD 9) PRIMARY AND SECONDARY FRAMmG PAINTED WITH ONE COAT RED OX:CE PAINT ' :Cl SELF CR:LLER FAST ENERS FOR ALL FRAr,UrIG ANO PAIIEL:rIG. AND WECGE AIICH..CRS FCR AIIC:SCR 3^_L7S. 1) REACTICNS A!IO CCNCRE T E NOTCH DETAILS AS •,YELL AS APP`_:CABI_ ERECT:CtI "RA::I!IG7, 17 ERE.TICN IS BY OTHERS ; NOT BY STEEL SYSTEMS) OTHER REOUIRE.\IENTS 1) DOORS. INSULATION AND ERECTION BY OTHERS 21 QUOTED FROM INFORMATION RECEIVED FROM CUSTOMER IN TELEPHONE CONVERSATION BY STEEL SYSTEMS STANDARDS 3) ONE SET OF CALCS PROVIDED PER BUILDING PWLm& w1PrLot�.,t,'(-400bpz SEE REVERSE SIOE FOR PRICES. TERMS, CONDITIONS. AND SIGNATURES ALTERNATES: • ONE: NONE O U ACCEPTED Yee No • TWO: NONE VA V7 G C. THREE: NONE 10 C G LE KTClNATE PRICES V ACCEPTED ARG TO CE AG9ED TO THE CONTRACT PR1Cg A$ NOTED CN THE RE`JeRSE SIOE OF THIS CL'CTATnf&rCtrrRACT 13 210 N X9.5` Q � rz DE -5 VA L�- iV6C-9"1 ups, 0 ,l -rtP, Or, c� +gyri � d P �1 0 9t IGS- i([ - (.06,=' LC _ P � P= Ctb,,-ib,ob - _� �Am P • • • Seismic Calculations Zone no = R= Ca =_-35�r Cv = Na = 1.0 Nv = 1.0 Z= 30 I= 1.0 JOB NO. 191 �73 QUOTE NO. DSN-D BY HK -D BY DATE 1I 2-N SHEETNO. I.0 pt = 2 — 20/(rmaxt*(AB)^ i2)) = ° rmax t = (VNt)*(10/lw) = .017 . or rmaxt = Vbrace/Vt = — pi = 2 — 20/(rmaxl*(AB)^(i2)) = � gmaxl = (VNt)*(IOAw) = .63lo , or rrrumi = Vbrace/Vt = 1.0 <= p <= 1.5 T = .02*(11n)^(3/4) _ 110 �-- Design Base Shear hn = 2--L510 I ?L--rL 10' 6AY V=Cv*I*W/(R*T)= (54-)(I.a)(6W#)1 _ (oSS tI-4 13AY .5Y ,,Iwl Max. Design Base She V=2.5*Ca*I*W/R= �.S�.i3(►�(1.9���G0'��f45 = {20� Itlol��`� �-- G"�TL�LS Min. Design Base Shear V = 0. 11 *Ca*I*W = (',II)(,;G)(1-,O 11 004) PE L LoV,-Ay Seismic Zone 4 Min. Design Base Shear V = 0.8*Z*Nv*I*W/R = � /A Design Seismic Load for Main Lateral Support E/1.4=p*V/1.4= {,0(L2,o)ll,4 '$(off rs-,t,tv 1 6M' Design Seismic Load for Components Em/1.4 = S2o*V/1.4 UBC97 Seismic Calculations.doc Rev -1 9-12-00 Afember Size Summary # Customer CY UL710PI Bldgs. NA4--� `�p1 Date 11-2-00 Location GA IC -0, GA Purlins: 01"Samc Purlins Throughout Building �br 4X 2.z�G l(o at 51 O.C. I,, I -Laps , a Strapping: 2 one 2_'�1LSps ❑ At Nbdbav �� p 4- Er -4-12-14 SDS Each Purl in-to-C0LUNI IN Corwin ❑ 1/4-14 SDS Each Purlin-to-COLLI, IN Connvt O#12-14 SDS Eab P6fi'n v-RkFTERsonn.:zi ❑ 1/4-14 SDSFach Purlin-to-RASTER Connor � �' (sscbelou•) Columns: Jambs: Rafters: C] 006 Lzl'4x_iCH16 ❑ 4x2.5C16 ❑ 6x2.5C16 ❑ 3x2.5C16 ❑ Other 2- 2 12-14 SDS Each Column -to -Base Plate Conr= ❑ 1/4-14 SDS Each Column -to -Base Plate Connxn U4.x2.5C16 At ion ❑ 4x2.5C16 �❑ Other ❑ 6x2.SC16 ❑ 8x2.5C16 ❑ 6x' -).5C16 ❑ 6x2.5C14 ❑ Sx2.5C16 ❑ 3x2.5C14 ❑ #12-14 SDS Each Rafter -to -Column Connxn ❑ 1/4-14 SDS Each Rafter -to -Column Conn.\m 4-�►2s�s At Long: ❑ 8x2.5CT6—,, ❑ 8;c2.5C14 ❑ 8x2.5C12 Cl l0.3.5C12 ❑ 1203C12 ❑ Other ❑ #12-14 SD$\Each Rafter -to -Column Connxm ❑ 1/4-14 SDS Each Rafter -to -Column Connxm At Long: ❑ 8x2.5C14 (double) 13-80.5C12 (double) E3l0x3.5C12 (double) ❑ Other � ❑ #12-14 SDS Each Rafter -to -Column Conn -m ❑ 1/4-14 SDS Each Rafter -to -Column' Conn= q� Member Size Summary (cont'd) # 19�0�3 Date 114-oo Bldgs. 11��_y unN 007 0 U Eave Strut: fi�� 3 - �2-14 SDS Each EaVc Strut -to -Column Conn.xt ❑ 1/4-14 SDS Each Ease Strut -to -Column Conn. -,m Bottom Flange Strapping: Ci'>v ne ❑ At ivfidbay �.1-�tf er F ow Cirts: 13'4�12.5C16 ❑ 4x2.5C14 ❑ 6x2.5C16 ❑ 6x2.5C14 ❑ Other Gr-A't Md -Height ❑ At 0. C. NI -M Interior Flange Strapping: �1one ❑ At M idbay _�- DrI12-14 SDS Each Connvt ❑ 1/4-14 SDS Each Connxn Maximum Column Reactions: NIM DL+LL: 12514- D L #DL + WL: — 100 Z 4 - Shear: 050 Maximum Bracine Reactions: Anchor Bolts: CJ ❑ 8x2.5C16 ouble Column Re:icti DL -\,L L: DL+WL: Shear: '� x 3x 1464 4N6 Ls A -r To -e cr- A"- 99 -A "0' LA) iN17 s ►ask No_ 541 � /AV-� y'�5104 TD ' f3DV6#T ';ZT v1�^J^'`10 S;S 0025-'3/8"o x 2 1/4" HII.,TI Kwik -Bolt Anchors at aclt '-��� ^t ❑ 2-1/2"0 x 2 3/4" MTI Kwik -Bolt Anchors at Each Column ❑ 2-1/2"m x 3 3/4" HILTI Kwik -Bolt Anchors with 2 3/4" Embedment at Each Column ❑ Other JOB N0. 191073 008 JOB TITLE _ __ ^ msE,( Cm*mucTt )-) QUOTE NO. J� RIPTION Ck-1 C4, GA DESIGNED BY CHK'D BY c"-l(,8f) L� vt, A��1 �91J S DATE 11-2 - OD SHEET NO. 1. P1)>2t_ta --ry - COz- VAAJ ceuwLCC_nf �.j ' VA Y, L*b = 125 I+ a� 2W--Tr04!2A� FLA6y-, JeaLTiwj; MAX. LOAD z - 1002+ ALLOW. 5ke-W. 4*11, 2-412SDs- = 2u�l H3) - 1('s 54 > too2A- ✓ o'�" 3FAVE 9712Ur LZ ADS Lu- (2of2)2.5 +e-.4 57.5E PcP 4,/bx4Esx1(o54 OL Wl 5_ Opts* 9. (D' � Y _ _ w�L 3 (s7. 41 7' Au.00 . s &vklz' Fol 2 4, GI 7- T LOA DS : r—r-tT� W = �I �1,69� (�,75� i �5� (/,?%Sj = 83,2 PCF 4x2.5�t1� i�{�� Mix wtrs/� 8C �o'�L t /, o4 �T r-83.2�� ��/2� = 4-4 IFA. CMNW /}CLOiJ, SMEv+A >4/6� �01� I7Z�iV �-SG s - - - 9.b1 - 0 vw sk It, = 9416+ -1/- ` 10 7¢ ,o 9¢✓0-m- 7=G_c* vW190= 947+ V,�Law+> CB�1S T=G= V* 9.s/�So L 224" " 4.,5 quo v� 64Ce-?.4 TiUC LOAD ✓�� - Cf JOB TITLE FAI krm e Co�p,)qTQ-yc TIe,?,j 0 CRIPTION G111GO1 CA b C-�LZ0 C A c VI-A�0*1 s Cerr b JOB NO. )510-713 009 QUOTE NO. 1 f DESIGNED BY Ll ", a-HK'D BY DATE I I' 2'" SHEET NO. Z &A *rt' 24 P -F L-0" < 12L p�F 4,Uu ✓ate DSA-P+tAGw1 TABLE 16 --ALLOWABLE VERTICAL AND HORIZONTAL DIAPHRAGM SHEAR AND SHEAR STRI�SS' 30'-32' "U" PANEL 1W rmlj ,�L • SHEAR BASE TYPICAL 91OEtAP VALUe" VALUEZ- STEEL THICKNESS oECx SPArr FASTENER' VANO (PLF) paneTs Goin tndl ItiNI SPACING (INCNES) 8.596 11 29 0.0133 15@2'-0' 12 9 'U" Panel 29 0.0133 10@3'-0' 12 95 102 29 0.0133 8@4'-0" 12 219 e.596 29. 0.0133 6@5,-0" 12 7.018 9 29 0.0133 15@2'-0 20 "U" Panel 29 0.0133 10@3'-0' 20 320 340 29 0.0133 8@4--0" 20 234 9.288 x'29 O.Ot33 s�s-0' "'�0 8.580 7 26 0.0176 15@2'-0" 12 6 120 26 0.0176 10@3'-0- 12 301 'U" Panel 26 0.0176 8@4'-0" 12 220 9.288 26 0.0176 W.O. 12 8.580 7 26 0.0176 5@6'-0- 12 6 1 113 1 26 0.0176 15@Z -T 20 26 0.0176 10@3'-0' 20 "U" Panel 26 0.0176 8@4'-0' 20 26 0.0176 6@5'-0' 20 26 0.0176 5@6'-0' 20 For SI: 1 anal --25.4 mm, 1 toot - 304.8 mn 1 )bJR • 14.51YN/M 1 kWrKh=175 kN/m. rSoo F'm 3 for end support and Mnnedtateaupport bstening patlem& sThe onso." 4=aa0e normagy auowed for allowable strew sha0 not be used for resistance to horiwntol tomes due to eanhqusM or wind. A safety tedor of 2.S was used for seismic bads. sFor reslslerlce to hatzontal forcer due m wind. a sa" factor 0( "5 was used. 'Seo Table 4 for diaphragm deRection eompuhgkma. I' to fcb`^np squetion was developed from leaf data: G'= [CW D1/21 / 1000 where: G - d180189m shear stiffness (Mn.) D s emprical owlslant (V Panel: 304671/ Ir Panel: 38043 ) 1 7 )land steel Ihickness (h.) L a diaphragm length OL) D a average panel span (ft) @A fNrYmum of a two SM condloon IS required 10 stay whtlln the parameters of Ute test data. ' Ne Is the number of svews along the longloAk%W perimeter 5uppW. No oontlnuous members, top or boCom, are required to use this table. ' Sidelap fastener sizes: "R' panel : 1114-1401r. V panel: 412-107/117. General nate: Interpota00ns between dear spans are allowed. Z060 4- -5409 ti SHEAR SHEAR SWEAR Na VALUe" VALUEZ- STIFFNESS' SEISMIC (PLF) VANO (PLF) G WM per hut) 16 .216 232 8.596 11 150 160 7.018 9 115 122 8.483 7 95 102 5.436 16 205 219 e.596 11 141 150 7.018 9 108 115 6.483 5.436_ 16 320 340 11.375 11 220 234 9.288 9 169 179 8.580 7 140 149 7.194 6 120 128 6.567 16 301 321 11.375 11 207 220 9.288 9 159 169 8.580 7 132 140 7.194 6 1 113 1 120 6.567 For SI: 1 anal --25.4 mm, 1 toot - 304.8 mn 1 )bJR • 14.51YN/M 1 kWrKh=175 kN/m. rSoo F'm 3 for end support and Mnnedtateaupport bstening patlem& sThe onso." 4=aa0e normagy auowed for allowable strew sha0 not be used for resistance to horiwntol tomes due to eanhqusM or wind. A safety tedor of 2.S was used for seismic bads. sFor reslslerlce to hatzontal forcer due m wind. a sa" factor 0( "5 was used. 'Seo Table 4 for diaphragm deRection eompuhgkma. I' to fcb`^np squetion was developed from leaf data: G'= [CW D1/21 / 1000 where: G - d180189m shear stiffness (Mn.) D s emprical owlslant (V Panel: 304671/ Ir Panel: 38043 ) 1 7 )land steel Ihickness (h.) L a diaphragm length OL) D a average panel span (ft) @A fNrYmum of a two SM condloon IS required 10 stay whtlln the parameters of Ute test data. ' Ne Is the number of svews along the longloAk%W perimeter 5uppW. No oontlnuous members, top or boCom, are required to use this table. ' Sidelap fastener sizes: "R' panel : 1114-1401r. V panel: 412-107/117. General nate: Interpota00ns between dear spans are allowed. Z060 4- -5409 ti 1� TABLE 11—ALLOWABLE VERTICAL AND HORIZONTAL DIAPHRAGM SHEAR AND SHEAR STIFFNESS' 30'-32'"R" PANEL 011 SHEAR STIFFNESsr G (kips per inch) 10.733 8.764 8.096 8.788 10.733 —� 8.764 8.096 6.788 14.203 11.597 10.713 8.983 8.200 14.203 11.597 10.713 8.983 11 -• *Of St: 1 inN.--25 d mm, /foot • 304.8 rmI 1 RLA=14.5a1Wm, 1 klpMutu 175 kNf M \r' 'See Figure gun: 3 for endlupporl and �r1 ftswin9 patterns. Q' • 'TAe one-third increase norntarry W10wed fpr allowable eUme &W not be used for resistance to horizontal forces due to earthquake or W Irb A Safety fa= of 2.5 WU used for ee+srnic loads. 'For resistance to horizanlal loroes due to wind. a safety factor of 2.35 was used. 'See Taola 4 for diaphragm deflection oomputatlons, 'The loltowtry equation was developed from best data: G = (CIU D1/21 / 1000 G' Idiaphragm sheer stiflne" (Win.) C ■ empripJ oonsiant (V Panel; 3UV // -R' Panel: 38043 ) t ■ panel steel Ihiduless (in.) L dUPnragm length (R) D ■ average panel span (tL) 'A minimum of a two span condloon Is required IC stay within the parameters of the test data. Ne is the number of sinews along the panel edge at the vertical support. NO Continuous members, top or bottom. aR required to use he tette. e Sldel3P fastener sixes: 'R' Panel: 1114-147/8'; *Lr Panel. If12-140Ar. . General Note- Imerpotadons between deco spans are allowed. -rr-- U * 04V9 101 BASE TYPICAL $Ic " SWEAR amw STEEL' THICKNESS DECK SPAN" FASTENER' Nor VALUEu' VALUt:'u' Grupe kv n Panel 1Ype (Ism) SPACING (INCHES) SEISMIC (Pli) Vh►+0 (Pt "R" 29 0.0133 15@2'-0" 12 16 250 266 Panel 29 0.0133 10@3'-0" 12 11 172 183 29 0.0133 8@4'-0" 12 9 132 140 29 0.0133 6@5'-W 12 7 109 116 29 0.0133 15@2'-0- 20 16 235 250 "R" Panel 29 0.0133 10@3'4- 20 11 162 172 29 0.0133 8@4'-0' 20 9 124 132 29 0.0133 6@5-0" 20 7 103 109 . 26 0.0176 15@2'-0" 12 16 345 367 "R" 26 0.0176 10@3'-0" 12 11 237 252 Panel 26 6.0176 8@4'-0" 12 9 182 194 26 0.0176 6@5'-0" 12 7 151 161 26 0.0176 5@6'-0" 12 6 129 138 26 0.0176 15@2.0' 20 16 325 346 26 0.0176 10®3'-0" 20 11 223 238 "R" Panel 26 0.0176 8@4•.0" 20 9 171 182 26 0.0176 6@5'-0• 20 7 142 151 is 12. SHEAR STIFFNESsr G (kips per inch) 10.733 8.764 8.096 8.788 10.733 —� 8.764 8.096 6.788 14.203 11.597 10.713 8.983 8.200 14.203 11.597 10.713 8.983 11 -• *Of St: 1 inN.--25 d mm, /foot • 304.8 rmI 1 RLA=14.5a1Wm, 1 klpMutu 175 kNf M \r' 'See Figure gun: 3 for endlupporl and �r1 ftswin9 patterns. Q' • 'TAe one-third increase norntarry W10wed fpr allowable eUme &W not be used for resistance to horizontal forces due to earthquake or W Irb A Safety fa= of 2.5 WU used for ee+srnic loads. 'For resistance to horizanlal loroes due to wind. a safety factor of 2.35 was used. 'See Taola 4 for diaphragm deflection oomputatlons, 'The loltowtry equation was developed from best data: G = (CIU D1/21 / 1000 G' Idiaphragm sheer stiflne" (Win.) C ■ empripJ oonsiant (V Panel; 3UV // -R' Panel: 38043 ) t ■ panel steel Ihiduless (in.) L dUPnragm length (R) D ■ average panel span (tL) 'A minimum of a two span condloon Is required IC stay within the parameters of the test data. Ne is the number of sinews along the panel edge at the vertical support. NO Continuous members, top or bottom. aR required to use he tette. e Sldel3P fastener sixes: 'R' Panel: 1114-147/8'; *Lr Panel. If12-140Ar. . General Note- Imerpotadons between deco spans are allowed. -rr-- U * 04V9 101 E -I_-._'--.-1-.. 012 - 12' 4'-7r- 4' -?r-- 4' "R" PANEL,:--. _ :. 36' 1'-... 1 'le 3 5/6' , 13'e' NOTES 1. All calculations for the properties of panels are calculated in accordance with the 1986 edition of Specifications for ft Design of Light Gauge Cold Formed Steel Structural Members - published by the American Iron and Steel Institute (A-I.S.I.). 2 IX is for deflection determination. 3. SX Is for bending. 4. Ma is allowable bending moment S. All values are for one foot of panel width. ALLOWABLE UNIFORM LIVE LOADS IN POUNDS PER SQUARE FOOT 29 Gauge (Fy = 80 KSI) SECTION PROPERTIES 26 Gauge (Fy = 80 KSn PANEL GAUGE 29 26 24 22 Fy (KA 60.0 60.0 50.0 50.0 WEIGHT (PSF) 0.75 10.94 1.14 1.44 TOP FLAT IN COMPRESSION BOTTOM FLAT IN COMPRESSION IX SX Ma IX SX Ma (in!/tt.) On. 3/1.) (in. Iap) M.4/0 (�n. 3/it.) (n. Kip) 0.0286 0.0255 0.9161 0.0276 1 0.0333 1.1973 0.0423 0.0388 1.3928 0.0390 0.0437 1.5698 0.0542 0.05181.5500 0.0517 0.0544 1.6296 0.0696 0.0704 I 2.1084 0.0454 0.0610 1.8253 SPAN IN FEET TYPE TYPE 3.0 4.0 5.0 6.0 7.0 1 8.0 NOTES 1. All calculations for the properties of panels are calculated in accordance with the 1986 edition of Specifications for ft Design of Light Gauge Cold Formed Steel Structural Members - published by the American Iron and Steel Institute (A-I.S.I.). 2 IX is for deflection determination. 3. SX Is for bending. 4. Ma is allowable bending moment S. All values are for one foot of panel width. ALLOWABLE UNIFORM LIVE LOADS IN POUNDS PER SQUARE FOOT 29 Gauge (Fy = 80 KSI) 26 Gauge (Fy = 80 KSn SPAN LOAD SPAN IN FEET SPAN IN FEET TYPE TYPE 3.0 4.0 5.0 6.0 7.0 1 8.0 3.0 4.0 5.0 6.0 1 7.0 1 8.0 SIMPLE NEGATIVE WIND LOAD 118.3 1 66.5 42.6 1 29.6 21.7 16.6 155.0 872 55.8 38.8 ( 28.5 1 21.8 LIVE LOAD/DEFLECTION 67.9 29.3 15.0 8.7 5.5 3.7 102.7 43.3 222 12.8 8.1 5.4 2 -SPAN NEGATIVE WIND LOAD 90.5 50.9 32.6 22.6 16.6 12.7 137.6 77.4 49.5 34.4 25.3 19.3 LIVE LOAD/DEFLECTION 88.7 49.9 31.9 202 12.7 8.5 116.3 65.4 41.9 28.5 18.0 12.0 3 -SPAN NEGATIVE WIND LOAD 113.1 63.6 40.7 28.3 20.8 15.9 172.0 96.7 61.9 43.0 31.6 24.2 LIVE LOAD/DEFLECTION 106.0 53.3 27.3 15.8 10.0 6.7 145.4 75.4 38 9.4- 4 -SPAN NEGATIVE WIND LOAD 105.6 59.4 38.0 26.4 19.4 14.9 160.6 90.3 57. 40.1 1 29.5. • 22.6 OR MORE LIVE LOADIDEFLECTION 103.5 56.6 29.0 16.8 10.6 7.1 135.7 76.3 41.0 23.7 14.9 10.0 24 Gauge (Fy = 50 KSO 22 Gauge (Fy = 50 KSQ SPAN LOAD TYPE TYPE SPAN IN FEET SPAN IN FEET 3.0 4.0 1 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0 8.0 SIMPLE NEGATIVE WIND LOAD . 160.9 90.5 57.9 40.2 29.6 22.6 180.3 101.4 64.9 45.1 33.1 25.4 LIVE LOAD/DEFLECTION 114.8 55.5 28.4 16.4 10.4 6.9 1562 71.3 36.5 21.1 13.3 8.9 2 -SPAN NEGATIVE WIND LOAD 153.1 86.1 55.1 38.3 28.1 21.5 2082 117.1 75.0 52.1 38.2 29.3 LIVE LOAD/DEFLECTION 120.7 67.9 43.5 30.2 22.2 15.9 1352 1 76.1 48.7 332 20.9 14.0 3 -SPAN NEGATIVE WIND LOAD 191.4 107.6 68.9 47.8 35.1 26.9 260.3 1146.4 93.7 65.1 47.8 36.6 LIVE LOAD/DEFLECTION 150.9 84.9 51.2 29.6 18.6 12.5 169.0 87.8 44.9 26.0 16.4 11.0 4 -SPAN NEGATIVE WIND LOAD 178.7 100.5 64.3 44.7 32.8 25.1 243.0 136.7 87.5 60.8 44.6 34.2 OR MORE LIVE LOADIDEFLECTION 140.9 792 50.7 31.4 19.8 13.3 157.8 88.8 47.7 27.6 17.4 NOTES 11.6 1. Allowable loads are based on uniform span lengths 2. Live load is allowable live load. and Fy of 80 KSI for 29 and 26 gauge and Fy of 50 KSI for 24 and 22 gauge. 3. Wind load is allowable wind load and has been increased by 33.333%. 4. Deflection loads are limited by a maximum deflection _ S. Weight of the panel has not been deducted from ratio of U240 of span or maximum bending stress from live load. allowable loads. C% Load table values do not address web crippling 7. Minimum bearing length of 1.5' required. requirements or connedIon of panel to substrate. 8. See pages 19-20 for minimum fastener pattern. ww•wawy) jyu3UV i of GOL-V ke7 �--- �,,,,;,.. = 151x" .. .. •-......: .... • Asrx4 ASIO STv�pe, C �klsl lc) _. 41ks1 �� �1 ULft' vJgs w.� y.1st tb. z2 . t TyfF A 9 mj*>�StDV5 o�,-r 1 q�,,� � H -b �- ►-�.�-yrs � �� . -..-- = - =- • ---.: ... r �. t�C D �STRhJCE W Xbu w oT bnur ao,-e Zob try C,nVQMb (SU� ED69 pISTkpa) tT. WTI Ck17 — FIS 'pt 67A 1w �jLt"?LV5 :Fr-RMLAN5s Cf ALLo L-5 0 2 — N04 x Z'/4" 0 • C, Cetwl$-4 s5 VI 4A -(S -J"S ILE = Z2ASA� . 769) * Z _ 34-r? -%L- 1 "AqS h S71,o Aus,,o `i[--Nx5t•L�E - -34s?-/40 4 4)� - I l*l #- Aum . sem_ ``/4,o *4/� ; 192 14- v Page 2 of 2 ER -5202 TABLE 1—ALLOWABLE SCREW LOADSIA 014 Gage of material In contact with screw head Gage of material not in cornact with screw head STEEL CONNECTING GAGE THICKNESS (in) 20 CAM 20 0.03560.Oga 16 Is 0.0470 16 0.066a 16 0.0696 14 0.0717 14 0.0747 12 0.1046 12 0.10" ry (UQ 37 32 ao 6o 80 MATERIAL Nornlnal Sera■ Mlntmum Diameter Need O.D. M y Shy Ib On) Pn) _Pote Sheer Tension Show Tension grow TensIm Sheer Tension Shear Tension N6 0.138 0.302 SD #2 168 81 251 138 423 131 452 220 436 320 $8 0.164. 0.322 SD M2,3 222 93 330 143 458 302 533 352 534 363 010 0.190 0.394 SD 02,3 225 83 3" 155L-429— 624 337 660 575 012 0.216 0.398 SD 03 232 123 326 141 622 294 8<9 379 884 497 1/4 inch 1 0.250 0.480 1 SD 43 242 120 1 351137 920 386 1.102 591 ror J1: t tncn = 1i.4 m1ru 1 tot = 4.4514, 1 psi = 6.89 kPa. ,Steel members shall canform to Section 2230, A3, of tho coda. • 20 ga. 18 ga—ASTM A 653 Gradc 33 S.Q. with a minimum 00 3,000 psi yiold strength. • 16 Ca. 14 p. 12 ga—ASTM A 653 Grade 50 S.Q. with a minimum of 50,000 psi yield sacngth. =Allowable screw loads are based on test methods provided in AISI CF 92-1, "Test Methods for Mechanlcally Fastened Cold -Formed Steel Connections." Safety factor 2.S. 3SD = Self -drill point FIGURE 1-4AARKINGS ON FASTENER HEADS ATMs PAIIT IVO.: 73 ® ' SIZE 123:2 HUWASHEt -Q sEFaRtLLIM 03 POW oTr: =I : 3S LYS Allmta S�p SSE 0.1».: 3e LW too a na m"T reo4 tMOE■TMMM 0467Mtw\eoow" FIGURE 2—LABEUNG ON BOXES OF FASTENERS CFS Version 3.51 Section: 4x2.5Z16.sct 4x2.5z16 MBCI Library aUti-7 Section Inputs Rev. Date: 11/9/1999 Rev. Time: 4:22:32 PM Rev. By: Phone: Fax: Material: A607 Class 1 Grade 55 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 57 ksi Tensile Strength, Fu 70 ksi Warping Constant Override, Cw 0 in"6 Torsion Constant Override, J 0 in^4 Zee, Thickness 0.059 in (16 Gage) Placement of Part from Origin: X to center of gravity 0 in (in) Y to center of gravity 0 in 0.000 Outside dimensions, Open shape 0.000 0.0000 Length Angle Radius Web 0.000 (in) (deg) (in) 2.0496 1 0.9100 -50.000 0.18750 None 2 2.3750 0.000 0.18750 Single 3 4.0000 90.000 0.18750 Single 4 2.1250 0.000 0.18750 Single 5 0.9100 -50.000 0.18750 None Full Section Properties k Hole Size Distance Coef. (in) (in) 0.000 0.0000 0.4550 0.000 0.0000 1.1875 0.000 0.0000 2.0000 0.000 0.0000 1.0625 0.000 0.0000 0.4550 Area 0.58615 in^2 Wt. 0.0019929 k/ft Width 9.9347 in Ix 1.5444 in'4 rx 1.6232 in Ixy 0.9852 in"4 SX(t) 0.75353 in^3 y(t) 2.0496 in a -38.347 deg Sx(b) 0.79185 in"3 y(b) 1.9504 in Height 4.0000 in Iy 1.0784 inA4 ry 1.3564 in Xo -0.0258 in Sy(1) 0.37803 in^3 x(1) 2.8527 in Yo -0.2315 in Sy(r) 0.39098 in^3 x(r) 2.7582 in jx -0.0186 in Width 5.6109 in jy 0.2565 in I1 2.3238 inA4 rl 1.9911 in 12 0.2990 inA4 r2 0.7143 in Ic 2.6228 inA4 rc 2.1154 in CW 2.7352 in"6 Io 2.6546 inA4 ro 2.1281 in 1 0.0006801 inA4 015 n U 9 CFS Version 3.51 Section: 4x2.5Z16.sct 4x2.5z16 MBCI Library Rev. Date: 11/9/1999 Rev. Time: 4:22:32 PM Rev. By: Phone: Fax: Fully Braced Strength - 1996 AISI Specification -Supplement 1 (ASD) Compression Positive Moment Ixe Positive Moment Sxe(t) Pao 14.149 k Maxo 1.9780 k -ft Mayo 1.0188 k -ft Ae 0.44681 in*2 Ixe 1.4724 in"4 Iye 1.0063 in^4 Sxe(t) 0.69541 in"3 Sye(1) 0.35923 in"3 Tension Sxe(b) 0.78208 in A3 Sye(r) 0.35820 in"3 Ta 20.006 k Shear Vay Vax 3.997 k 5.081 k Negative Moment Maxo 1.9894 k -ft Ixe 1.4376 in"4 Sxe(t) 0.73931 in"3 Sxe(b) 0.69943 inA3 Negative Moment Mayo 0.9601 k -ft Iye 0.9865 in"4 Sye(1) 0.33755 in"3 Sye(r) 0.36696 in^3 0 0 CFS Version 3.51 Analysis: 191073.anl 10 -Span Beams with Laps 191073 Ramsey Construction Analysis Inputs Members Rev. Date: 11/2/2000 Rev. Time: 4:44:31 PM Rev. By: Phone: Fax: 017 Section File Revision Date and Time 1 4x2.5Zl6.sct 11/9/1999 4:22:32 PM 2 4x2.5Zl6.sct 11/9/1999 4:22:32 PM 3 4x2.5Z16.sct 11/9/1999 4:22:32 PM 4 4x2.5Zl6.sct .11/9/1999 4:22:32 PM 5 4x2.5Zl6.sct 11/9/1999 4:22:32 PM 6 4x2.5Zl6.sct 11/9/1999 4:22:32 PM 7 4x2.5Zl6.sct 11/9./1999 4:22:32 PM 8 4x2.5Zl6.sct 11/9/1999 4:22:32 PM 9 4x2.5Zl6.sct 11/9/1999 4:22:32 PM 10 4x2.5Zl6.sct 11/9/1999 4:22:32 PM 11 4x2.5Zl6.sct 11/9/1999 4:22:32 PM 12 4x2.5Zl6.sct 11/9/1999 4:22:32 PM 13 4x2.5Zl6.sct 11/9/1999 4:22:32 PM 14 4x2.5Zl6.sct 11/9/1999 4:22:32 PM Start Loc. End Loc. Braced R ex ey (ft) (ft) Flange (in) (in) 1 0.00 21.00 Top 0.7000 0.0000 0.0000 2 19.00 41.00 Top 0.7000 0.0000 0.0000 3 39.00 61.00 Top 0.7000 0.0000 0.0000 4 59.00 81.00 Top 0.7000 0.0000 0.0000 5 79.00 101.00 Top 0.7000 0.0000 0.0000 6 99.00 121.00 Top 0.7000 0.0000 0.0000 7 119.00 141.00 Top 0.7000 0.0000 0.0000 8 139.00 161.00 Top 0.7000 0.0000 0.0000 9 159.00 181.00 Top 0.7000 0.0000 0.0000 10 179.00 201.00 Top 0.7000 0.0000 0.0000 11 199.00 221.00 Top 0.7000 0.0000 0.0000 12 219.00 241.00 Top 0.7000 0.0000 0.0000 13 239.00 261.00 Top 0.7000 0.0000 0.0000 14 259.00 280.00 Top 0.7000 0.0000 0.0000 017 CFS Version 3.51 Angle Start Loc. End Loc. Start Analysis: 191073.ani (deg) Rev. Date: 11/2/2000 10 -Span Beams with Laps 1 Distributed Rev. Time: 4:44:31 PM 191073 Ramsey Construction -0.10 Rev. By: Loading: Wind Load • Phone: Type Angle Start Loc. Fax: Start Supports (deg) (ft) (ft) Type Location Brg Length K 90.000 0.00 (ft) (in) 0.10 k/ft 1 XYT 0.00 2.000 1.0000 2 XYT 10.00 2.000 1.0000 3 XYT 20.00 2.000 1.0000 4 XYT 30.00 2.000 1.0000 5 XYT 40.00 2.000 1.0000 6 XYT 50.00 2.000 1.0000 7 XYT 60.00 2.000 1.0000 8 XYT 70.00 2.000 1.0000 9 XYT 80.00 2.000 1.0000 10 XYT 90.00 2.000 1.0000 11 XYT 100.00 2.000 1.0000 12 XYT 110.00 2.000 1.0000 13 XYT 120.00 2.000 1.0000 14 XYT 130.00 2.000 1.0000 15 XYT 140.00 2.000 1.0000 16 XYT 150.00 2.000 1.0000 17 XYT 160.00 2.000 1.0000 18 XYT 170.00 2.000 1.0000 .19 XYT 180.00 2.000 1.0000 20 XYT 190.00 2.000 1.0000 21 XYT 200.00 2.000 1.0000 22 XYT 210.00 2.000 1.0000 23 XYT 220.00 2.000 1.0000 24 XYT 230.00 2.000 1.0000 25 XYT 240.00 2.000 1.0000 26 XYT 250.00 2.000 1.0000 27 XYT 260.00 2.000 1.0000 28 XYT 270.00 2.000 1.0000 29 XYT 280.00 2.000 1.0000 Loading: Dead Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 90.000 0.00 280.00 -0.01 -0.01 k/ft Loading: Roof Live Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 90.000 0.00 280.00 -0.10 -0.10 k/ft Loading: Wind Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 90.000 0.00 280.00 0.10 0.10 k/ft Load Combination: ASD 1: D Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 1 • CFS Version 3.51 Analysis: 191073.anl Rev. Date: 11/2/2000 10 -Span Beams with Laps Rev. Time: 4:44:31 PM 191073 Ramsey Construction Rev. By: • Phone: Fax: Load Combination: ASD 2: D+L+R Load Combination: ASD 2: D+L+S Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Live Load 1.0000 4 Roof Live Load 1.0000 Load Combination: ASD 2: D+L+S Load Combination: ASD Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Live Load 1.0000 4 Snow Load 1.0000 Load Combination: ASD 3: 0.75(D+W) 0.7500 Loading Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Wind Load 0.7500 Load Combination: ASD 3: 0.75(D+E) Live Load Loading Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Earthquake Load 0.7500 Load Combination: ASD 4: 0.75(D+L+R+W) 2 Loading Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Live Load 0.7500 4 Roof Live Load 0.7500 5 Wind Load 0.7500 Load Combination: ASD 4: 0.75(D+L+R+E) Load Combination: ASD 4: 0.75(D+L+S+W) Loading Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Live Load 0.7500 4 Roof Live Load 0.7500 5. Earthquake Load 0.7500 Load Combination: ASD 4: 0.75(D+L+S+W) 01.9 Loading Factor 1 Beam Self Weight 0.7500 2 Dead Load 0.7500 3 Live Load 0.7500 4 Snow Load 0.7500 5 Wind Load 0.7500 01.9 CFS Version 3.51 Analysis: 191073.anl 10 -Span Beams with Laps 191073 Ramsey Construction Load Combination: ASD 4 Loading 1 Beam Self Weight 2 Dead Load 3 Live Load 4 Snow Load 5 Earthquake Load 0 • 75(D+L+S+E) Factor 0.7500 0.7500 0.7500 0.7500 0.7500 Rev. Date: Rev. Time: Rev. By: Phone: Fax: 11/2/2000 4:44:31 PM AM CFS Version 3.51 2: D+L+R Analysis: Analysis 2.anl Rev. Date: 11/2/2000 10 -Span Beams with Laps Rev. Time: 4:35:40 PM 191073 Ramsey Construction Rev. By: 10.0000 ft, Phone: Fax: Member Check -1996 AISI Specification -Supplement 1 (ASD) Load Combination: ASD 2: D+L+R Design Parameters at 10.0000 ft, Right side: Lx 10.0000 ft Ly 10.0000 ft Lt 10.0000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: 4x2.5Z16.sct Cbx 1.0578 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.7000 Loads: P Mx Vy My VX (k) (k -ft) (k) (k -ft) (k) Total 0.0000 -1.1534 0.5758 0.0000 0.0000 Applied 0.0000 -1.1534 0.5758 0.0000 0.0000 Strength 6.5679 1.3926 3.9975 0.8500 5.0810 Effective section properties at applied loads: Ae 0.58615 in^2 Ixe 1.5444 in"4 Iye 1.0784 in"4 Sxe(t) 0.75353 in"3 Sye(1) 0.37803 in^3 Sxe(b) 0.79185 in^3 Sye(r) 0.39098 in"3 Interaction Equations . AISI Eq. C5.2.1-1 (P, Mx, My) 0.0004 0.828 + 0.000 = 0.828 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.828 + 0.000 = 0.828 <= 1.0 AISI Eq. C3.3.1-1 (Mx, Vy) 0.336 + 0.021 = 0.357 <= 1.0 AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000 = 0.000 <= 1.0 Member Check - 1996 AISI Specification -Supplement 1 (ASD) Load Combination: ASD 3: 0.75(D+W) Design Parameters at 3.9700 ft: Lx 10.0000 ft Ly 10.0000 ft Lt 10.0000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: 4x2.5Z16.sct Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.7000 Loads: P Mx Vy My VX (k) (k -ft) (k) (k -ft) (k) Total 0.0000 -0.5302 0.0000 0.0000 0.0000 Applied 0.0000 -0.5302 0.0000 0.0000 0.0000 Strength 6.5679 1.3926 3.9975 0.8500 5.0810 Effective section properties at applied loads: Ae 0.58615 in"2 Ixe 1.5444 in"4 Iye 1.0784 in^4 Sxe(t) 0.75353 in^3 Sye(1) 0.37803 in^3 Sxe(b) 0.79185 in"3 Sye(r) 0.39098 in"3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.381 + 0.000 = 0.381 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.381 + 0.000 = 0.381 <= 1.0 AISI Eq. C3.3.1-1 (Mx, Vy) 0.071 + 0.000 = 0.071 <= 1.0 AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000 = 0.000 <= 1.0 021. • • CFS Version 3.51 Analysis: Analysis 2.an1 10 -Span Beams with Laps 191073 Ramsey Construction Load Combination: ASD 2: D+L+R, Y Direction Reaction Rev. Date: 11/2/2000 Rev. Time: 4:35:40 PM Rev. By: Phone: Fax: (k) ,i. 0.4448 0.4448 9'.,eaF8l.,6i°'l'18�3°'V16bo'l6,eh°'V,ed3°'V,e�°' ,eds°' ,sd�°754.,e�°'9'.,eh°�'„as ,.zs„ ,.zs„ 0.87513 Shear (k) Moment (k -ft) 0.4 -0.67533 0.88252 A "I7 I Deflection 0.012842 (in) -I.uw[-i.uioa -1.1538 n A17Ad7 -0.28482 -0.28482 0?2 CFS Version 3.51 Analysis: Analysis 2.anl Rev. Date: 11/2/2000 10 -Span Beams with Laps Rev. Time: 4:43:58 PM 191073 Ramsey Construction Rev. By: Phone: Fax: Load Combination: ASD 3: 1.0(D+W), Y Direction .1.0072 -0. Reaction (k) Shear (k) 7 Moment (k -ft) 0.22615 0.54094 -0.54094 0.92402 n a"17 n RAM n aannc n sacra n 3 613 Deflection (in) ...,.1- -0.70692 A MC1G 0 -0.010291 023 • • CFS Version 3.51 Section: 4x2CH16.sct 4x2CH16 MBCI Library SOL-VIVW � Section Inputs Rev. Date: 1/10/2000 Rev. Time: 4:22:31 PM Rev. By: Phone: Fax: Material: A607 Class 1 Grade 55 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 57 ksi Tensile Strength, Fu 70 ksi Warping Constant Override, Cw 0 in"6 Torsion Constant Override, J 0 in"4 Open Face Channel, Thickness 0.059 in (16 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 2.1200 180.000 0.18750 Single 0.000 0.0000 1.0600 2 4.0000 90.000 0.18750 Single 0.000 0.0000 2.0000 3 2.1200 0.000 0.18750 Single 0.000 0.0000 1.0600 Full Section Properties Area 0.46821 in^2 Wt. 0.0015919 k/ft Width 7.9357 in Ix 1.2148 in"4 rx 1.6108 in Ixy 0.0000 in"4 SX(t) 0.60739 in"3 y(t) 2.0000 in a 0.000 deg Sx(b) 0.60739 in"3 y(b) 2.0000 in Height 4.0000 in Iy 0.2170 in^4 ry 0.6809 in Xo -1.3690 in Sy(1) 0.37360 in^3 x(1) 0.5810 in Yo 0.0000 in Sy(r) 0.14103 in^3 x(r) 1.5390 in jx 2.4247 in Width 2.1200 in jy 0.0000 in I1 1.2148 in^4 rl 1.6108 in I2 0.2170 in'4 r2 0.6809 in Ic 1.4318 inA4 rc 1.7487 in Cw 0.56324 in^6 Io 2.3093 in^4 ro 2.2209 in J 0.0005433 in"4 0?4 U CFS Version 3.51 Section: 4x2CH16.sct 4x2CH16 MBCI Library Rev. Date: 1/10/2000 Rev. Time: 4:22:31 PM Rev. By: Phone: Fax: Fully Braced Strength - 1996 AISI Specification -Supplement 1 (ASD) Compression Pao 8.097 k Ae 0.25570 in"2 Tension Ta 15.981 k Shear Vay 3.997 k Vax 5.040 k Positive Moment Maxo 1.1240 k -ft Ixe 0.91765 in"4 Sxe(t) 0.39519 in"3 Sxe(b) 0.54688 in"3 Negative Moment Maxo 1.1240 k -ft Ixe 0.91765 in"4 Sxe(t) 0.54688 in"3 Sxe(b) 0.39519 in A3 Positive Moment Mayo 0.0396 k -ft Iye 0.02681 inA4 Sye(1) 0.13664 inA3 Sye(r) 0.01394 in"3 Negative Moment Mayo 0.3935 k -ft Iye 0.20820 in"4 Sye(1) 0.33841 in^3 Sye(r) 0.13836 in"3 Member Check -1996 AISI Specification -Supplement 1 (ASD) Design Parameters: Lx 9.8100 ft Ly 9.8100 ft Lt 9.8100 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P (k) Mx (k -ft) VY (k) My (k -ft) VX (k) Entered 1.2510 0.00000 0.0000 0.00000 0.0000 Applied 1.2510 0.00000 0.0000 0.00000 0.0000 Strength 1.6288 0.37471 3.9975 0.03964 5.0405 Effective section properties at applied loads: Ae 0.46821 in^2 Ixe 1.2148 in"4 Iye 0.2170 in"4 Sxe(t) 0.60739 in"3 Sye(1) 0.37360 in"3 Sxe(b) 0.60739 in"3 Sye(r) 0.14103 in^3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.768 + 0.000 + 0.000 = 0.768 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.154 + 0.000 + 0.000 = 0.154 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.000 + 0.000 = 0.000 <= 1.0 AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000 = 0.000 <= 1.0 �5 n I� 0 11 CFS Version 3.51 Section: 4ES16.sct 4ES16 Gage MBCI Library CAVE 57rzvT- Section Inputs Rev. Date: 1/26/2000 Rev. Time: 1:54:14 PM Rev. By: Phone: Fax: Material: A607 Class 1 Grade 55 0.70438 in^2 No strength increase from cold work of forming. k/ft Modulus of Elasticity, E 29500 ksi in Yield Strength, Fy 57 ksi in^4 Tensile Strength, Fu 70 ksi in Warping Constant Override, Cw 0 in"6 in^4 Torsion Constant Override, J 0 in^4 in'3 Eave Strut, Thickness 0.059 in (16 Gage) 1.5517 in Placement of Part from Origin: 53.417 deg X to center of gravity 0 in 0.6897 in"3 Y to center of gravity 0 in 2.4483 Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 2.0000 90.000 0.18750 Single 0.000 0.0000 1.0000 2 4.1250 0.000 0.18750 Single 0.000 0.0000 2.0625 3 4.0000 -90.000 0.18750 Single 0.000 0.0000 2.0000 4 2.2700 0.000 0.18750 Single 0.000 0.0000 1.1350 Full Section Properties Area 0.70438 in^2 Wt. 0.0023949 k/ft Width 11.939 in Ix 1.6886 in^4 rx 1.5483 in Ixy -1.3201 in^4 SX(t) 1.0882 in'3 y(t) 1.5517 in a 53.417 deg Sx(b) 0.6897 in"3 y(b) 2.4483 in Height 4.0000 in Iy 2.4875 in^4 ry 1.8792 in Xo -0.1246 in Sy(1) 0.8363 in^3 x(1) 2.9742 in Yo 2.1170 in Sy(r) 0.7399 in^3 x(r) 3.3618 in jx 0.0560 in Width 6.3360 in jy -2.6873 in I1 3.4672 in'4 rl 2.2186 in I2 0.7089 in^4 r2 1.0032 in Ic 4.1761 in^4 rc 2.4349 in Cw 2.7861 in"6 Io 7.3439 in"4 ro 3.2289 in J 0.0008173 in"4 0.6 • • 0 CFS Version 3.51 Section: 4ES16.sct 4ES16 Gage MBCI Library Rev. Date: 1/26/2000 Rev. Time: 1:54:14 PM Rev. By: Phone: Fax: Fully Braced Strength - 1996 AISI Specification -Supplement 1 (ASD) Compression Pao 11.036 k Ae 0.34849 in"2 Tension Ta 24.042 k Shear Vay 5.996 k Vax 6.225 k Positive Moment Maxo 1.8806 k -ft Ixe 1.5065 in"4 Sxe(t) 0.87504 in"3 Sxe(b) 0.66119 in"3 Negative Moment Maxo 1.2514 k -ft Ixe 1.2027 in"4 Sxe(t) 0.94961 in"3 Sxe(b) 0.43998 in"3 Eave Strut element 2 w/t exceeds 60. Positive Moment Mayo 1.2420 k -ft Iye 1.6892 in"4 Sye(1) 0.68459 in"3 Sye(r) 0.43666 in"3 Negative Moment Mayo 1.6906 k -ft Iye 1.9281 in"4 Sye(1) 0.59437 in"3 Sye(r) 0.62355 in"3 Member Check - 1996 AISI-Specification-Supplement 1 (ASD) Design Parameters: Lx 10.0000 ft Ly 0.0000 ft Lt 0.0000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx VY My Vx (k) (k -ft) (k) (k -ft) (k) Entered 0.0000 0.7180 0.0000 0.0000 0.0000 Applied 0.0000 0.7180 0.0000 0.0000 0.0000 Strength 8.0513 1.8806 5.9962 1.2420 6.2246 Effective section properties at applied loads: Ae 0.70438 in"2. Ixe 1.6886 in"4 Iye 2.4875 in"4 Sxe(t) 1.0882 in"3 Sye(1) 0.8363 in"3 Sxe(b) 0.6897 in"3 Sye(r) 0.7399 in"3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.382 + 0.000 = 0.382 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.382 + 0.000 = 0.382 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.146 + 0.000 = 0.146 <= 1.0 AISI Eq..C3.3.1-1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Eave Strut element 2 w/t exceeds 60. 027 CFS Version 3.51 Section: 4x2.5C16.sct 4x2.5c16 MBCI Library Cai2T5 C Section Inputs Rev. Date: 11/9/1999 Rev. Time: 4:42:57 PM Rev. By: Phone: Fax: Material: A607 Class 1 Grade 55 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 57 ksi Tensile Strength, Fu 70 ksi Warping Constant Override, Cw 0 in"6 Torsion Constant Override, J 0 in"4 Cee, Thickness 0.059 in (16 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.7700 270.000 0.18750 Single 0.000 0.0000 0.3850 2 2.5000 180.000 0.18750 Single 0.000 0.0000 1.2500 3 4.0000 90.000 0.18750 Single 0.000 0.0000 2.0000 4 2.5000 0.000 0.18750 Single 0.000 0.0000 1.2500 5 0.7700 -90.000 0.18750 Single 0.000 0.0000 0.3850 Full Section Properties Area 0.58596 in^2 Wt. 0.0019922 k/ft Width 9.9315 in Ix 1.5591 in"4 rx 1.6312 in Ixy 0.0000 in"4 SX(t) 0.77953 in"3 y(t) 2.0000 in a 0.000 deg Sx(b) 0.77953 in"3 y(b) 2.0000 in Height 4.0000 in Iy 0.5316 inA4 ry 0.9525 in Xo -2.2229 in Sy(1) 0.56099 in^3 x(1) 0.9477 in Yo 0.0000 in Sy(r) 0.34248 inA3 x(r) 1.5523 in jx 2.8026 in Width 2.5000 in jy 0.0000 in I1 1.5591 in^4 rl 1.6312 in I2 0.5316 inA4 r2 0.9525 in Ic 2.0907 in^4 rc 1.8889 in Cw 2.1265 in"6 Io 4.9862 in"4 ro 2.9171 in J 0.0006799 inA4 • i 0 CFS Version 3.51 Section: 4x2.5C16.sct 4x2.5c16 MBCI Library Rev. Date: 11/9/1999 Rev. Time: 4:42:57 PM Rev. By: Phone: Fax: Fully Braced Strength - 1996 AISI Specification -Supplement 1 (ASD) Compression Pao 13.322 k Ae 0.42070 in"2 Tension Ta 20.000 k Shear Vay 5.191 k Vax 5.400 k Positive Moment Maxo 1.8979 k -ft Ixe 1.4225 in"4 Sxe(t) 0.66724 in"3 Sxe(b) 0.76150 in"3 Negative Moment Maxo 1.8979 k -ft Ixe 1.4225 in^4 Sxe(t) 0.76150 in"3 Sxe(b) 0.66724 in A3 Positive Moment Mayo 0.9741 k -ft Iye 0.5316 in"4 Sye(1) 0.56099 in"3 Sye(r) 0.34248 in A3 Negative Moment Mayo 0.9320 k -ft Iye 0.4729 in'4 Sye(1) 0.44742 in"3 Sye(r) 0.32767 in^3 Member Check - 1996 AISI-Specification-Supplement 1 (ASD) Design Parameters: Lx 10.0000 ft Ly 10.0000 ft Lt 10.0000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: Bottom Moment Reduction, R: 0.4000 Loads: P Mx Vy My VX (k) (k -ft) (k) (k -ft) (k) Entered 0.0000 1.0400 0.0000 0.0000 0.0000 Applied 0.0000 1.0400 0.0000 0.0000 0.0000 Strength 6.8508 1.1647 5.1909 0.4302 5.3996 Effective section properties at applied loads: Ae 0.58596 in"2 Ixe 1.5591 in"4 Iye 0.5316 in"4 Sxe(t) 0.77953 in"3 Sye(1) 0.56099 in"3 Sxe(b) 0.77953 in"3 Sye(r) 0.34248 in"3 Interaction,Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.893 + 0.000 = 0.893 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.893 + 0.000 = 0.893 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.300 + 0.000 = 0.300 <= 1.0 AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000 = 0.000 <= 1.0 099 .1 STEEL LINE q W GL - - 2 7 J - W W L U _ O ' B \\ 290'-3 OUT/OUT CONCRETE B r REACTIONS. &CONCRETE NOTCH DETAIL 1074 LBS 29 GA. PANEL WINO , - - 510 LBS . MAXIMUM BRACING REACTIONS MAXIMUM COLUMN REACTIONS - MAX. COMPRESSION (DL + LL) = 1251.0 LBS MAX. UPLIFT (DL + WL) _ -1002.0 LBS HORIZONTAL WIND = 250.0 LBS FOR APPROVAL_ THESE DRAWINGS. BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL -'AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PRO.ECT DOCUMENTS.ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT, THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM. PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS. COMPLETE FOR CONeTRUCTION: FINAL DRAWINGS. ,. 30 STEEL LINE STEEL LINE STEEL LINE FIN. FLOOR - FIN. FLOOR 1 1/2" . 11 /2" 9 1/2" 1� SECTION A SECTION B +u•�'� 12-5-u-� BUILDING "A"' REVISIONS OESQBPMON BY CKb FOR CDHMC71ON AARON OVEN REY= FOR CONSTRUCTION PER C.O. 1 TLG DESCRIPTION REAC d NO DETAIL Siff TO' r -0 -6 EK {/ 12 CUSTOMER RAkt& COVSYRLIC71ON COST. OF - LOCATION UOCQ CA I CAD BY: AARON ORIL BY OCU BY DATESCALE OUOTE NO. JOB NO. SHEET NO. LssIA: AARON OAEN 1 II -9 -DO N E SSO-5W 080.5-181073-A I n ol4 1 B . +u•�'� 12-5-u-� %B 290'-3 OUT/OUT CONCRETE A A a REACTIONS &CONCRETE. -NOTCH DETAIL 1074 LBS 29 GA: "U" . - IMND PANEL - 510 LBS - MAX. BRACING REACTIONS MAXIMUM COLUMN REACTIONS MAX. COMPRESSION (DL + LL) = 1251.0 LBS MAX. UPLIFT (DL + WL) _ —1002.0 LBS HORIZONTAL WIND = 250.0 LBS DRAWING STATUS FOR APPROVAL THESE DRAMLNGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY ORANNGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE FOR PFRMIT� THESE NGS. BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWANGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE FOR CONSTRUCTION, FINAL DRAIMNCS. STEEL LINE FIN. FLOOR r1/2 1 1/2" SECTION A BUILDING B RMON5 OESCRPIIDN BY FOR CDNSIR MCN RA 41 q G STEEL LINE /—FIN. FLOOR SECTION B \F W Z J L0 H N �\ 7' ST8 1 I I N 2000.. s low~ LU S1II -0 r 0 9'-6 EN {/ 12 oc CUSTOMER RAMSff CWN CAST. NNU S'RIRAGE U CAD". RALPH RN- GRIL BY OCD BY DATE U -c-- JDB N0. SHEET N0. 651E RALPH ONN 11/9/00 NOW C 0605-191073F2 of 4.� _6 ^B O I W Z 7 W H h %B 290'-3 OUT/OUT CONCRETE A A a REACTIONS &CONCRETE. -NOTCH DETAIL 1074 LBS 29 GA: "U" . - IMND PANEL - 510 LBS - MAX. BRACING REACTIONS MAXIMUM COLUMN REACTIONS MAX. COMPRESSION (DL + LL) = 1251.0 LBS MAX. UPLIFT (DL + WL) _ —1002.0 LBS HORIZONTAL WIND = 250.0 LBS DRAWING STATUS FOR APPROVAL THESE DRAMLNGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY ORANNGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE FOR PFRMIT� THESE NGS. BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWANGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE FOR CONSTRUCTION, FINAL DRAIMNCS. STEEL LINE FIN. FLOOR r1/2 1 1/2" SECTION A BUILDING B RMON5 OESCRPIIDN BY FOR CDNSIR MCN RA 41 q G STEEL LINE /—FIN. FLOOR SECTION B \F V` G 7' ST8 O� 2000.. s low~ DCUPTION IWAC& 09fflft MORN WFX S1II -0 r 0 9'-6 EN {/ 12 CUSTOMER RAMSff CWN CAST. NNU S'RIRAGE LOCATION 0000 . CA CAD". RALPH RN- GRIL BY OCD BY DATE SCALE -c-- JDB N0. SHEET N0. 651E RALPH ONN 11/9/00 NOW SSO-SS42 0605-191073F2 of 4.� _6 M STEEL LINE TSTEEL L LINE 290'-3 OUT/OUT CONCRETE A REACTION'S & CONCRETE NOTCH DETAIL 1074 29 GA. "U" PANEL WIND 510 LBS MAXIMUM BRACING REACTIONS MAXIMUM COLUMN REACTIONS MAX. COMPRESSION (DL + LL) = 1251.0 LBS APPROVAL' DRAWING 5 FOR APPROVA THESE DRAWINGS. BEING FOR APPR FINAL, AND ARE FOR CONCEPTUAL F MAX. UPLIFT (DL + WL) - - 1002.0 LBS PURPOSE IS TO CONFIRM PROPER IN DOCUMENTS. ONLY DRAWINGS ISSUEC CONSIDERED AS COMPLETE. MR PERMIT, HORIZONTAL WIND = 250.0 LBS A DRAWINGS BEING FOR PERMIT IN THAT, AS A MINIMUM, PIECE PARI STEEL LINE STEEL LINE FIN. FLOOR FIN. FLOOR r- 9 F01 - A1C BUILDING "C" SECTION B o c3 CAD BC AfIFFN SHEET N0. ISSUE F7Of4 B W Z LU WW r m W � W N U � O U D BB O I- N > W Z 7 1` J VI f ' TSTEEL L LINE 290'-3 OUT/OUT CONCRETE A REACTION'S & CONCRETE NOTCH DETAIL 1074 29 GA. "U" PANEL WIND 510 LBS MAXIMUM BRACING REACTIONS MAXIMUM COLUMN REACTIONS MAX. COMPRESSION (DL + LL) = 1251.0 LBS APPROVAL' DRAWING 5 FOR APPROVA THESE DRAWINGS. BEING FOR APPR FINAL, AND ARE FOR CONCEPTUAL F MAX. UPLIFT (DL + WL) - - 1002.0 LBS PURPOSE IS TO CONFIRM PROPER IN DOCUMENTS. ONLY DRAWINGS ISSUEC CONSIDERED AS COMPLETE. MR PERMIT, HORIZONTAL WIND = 250.0 LBS A DRAWINGS BEING FOR PERMIT IN THAT, AS A MINIMUM, PIECE PARI STEEL LINE STEEL LINE FIN. FLOOR FIN. FLOOR r- 9 F01 - A1C BUILDING "C" SECTION B o c3 CAD BC AfIFFN SHEET N0. ISSUE F7Of4 B 1 STEEL LINE T F, a B 345'-3 OUT/OUT CONCRETE B ' •r A REACTIONS & CONCRETE NOTCH DETAIL 1074 LBS 29 GA. "U" WIND PANEL STEEL LINE FIN. FLOOR r 1 1/2" 0 STEEL LINE STEEL LINE FIN. FLOOR SECTION A SECTION B 510 LBS `a ' t 1/ MAX. BRACING REACTIONS MAXIMUM COLUMN REA C TIONS MAX. COMPRESSION (DL .+ LL) = 1251.0 LBS _ MAX. UPLIFT (DL + WL) _ -1002.0 LBS HORIZONTAL WIND = 250.0 LBS W Z t � BUILDING J WW DRAWING STATUS W N BY CNb FOR APPROVAL• N p 11-�00 FOR COf6TRUC110N 11-,�M REVISED FOR COISTRUCIION PER C.O. 1 C U �� Mrs) ,p ra a M �,� y xoMs) 4al ,00m°� OESCRPTN)fl PfACiTOVS a COAIC11ElE NOTCHOETNL Z STB O CUSTOMER U CUSL MNI-S10RAG£ I MUMEING IN THAT, AS A MINIMUM. PIECE MARKINGS ARE NOT IDENTIFIED. ONLY , A OTDEM ONLY MMCS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS � LOCATION O= CA CAD 8M AARON Co ORM. BY OCU BY DATE SCALE QUOTE NO. ,LOB NO. SHEET N0. 691E FOR mucml If:'TIflM• O AARON O. If -9-00 I NOfE I SSO-5%2 OW3--191075 F4 of 4 8 ,I O N (�I a B 345'-3 OUT/OUT CONCRETE B ' •r A REACTIONS & CONCRETE NOTCH DETAIL 1074 LBS 29 GA. "U" WIND PANEL STEEL LINE FIN. FLOOR r 1 1/2" 0 STEEL LINE STEEL LINE FIN. FLOOR SECTION A SECTION B 510 LBS `a ' t 1/ MAX. BRACING REACTIONS MAXIMUM COLUMN REA C TIONS MAX. COMPRESSION (DL .+ LL) = 1251.0 LBS _ MAX. UPLIFT (DL + WL) _ -1002.0 LBS HORIZONTAL WIND = 250.0 LBS ® AXFQ n.�_" t � BUILDING "D" -OF DRAWING STATUS REVISIONS NO. DATE DESCRIPTION BY CNb FOR APPROVAL• THESE DRAMNGS• BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR. RM PROPER REPRESENTATION ONLY. THORPROJECT PURPOSE IS TO CONFIRM PROPER INTdTPRETATION OF THE PRO•ECT DOCUMENTS. ONLY DRAMNGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE p 11-�00 FOR COf6TRUC110N 11-,�M REVISED FOR COISTRUCIION PER C.O. 1 AARON OMEN 11G �� Mrs) ,p ra a M �,� y xoMs) 4al ,00m°� OESCRPTN)fl PfACiTOVS a COAIC11ElE NOTCHOETNL MR PERMIT NESE S.M FORPIE PERMIT, ARE BY DEFINITION NOT FINAL AS STB g io'-o r srs-o x s=s ns E.n }/ CUSTOMER RAMSEY CONSIRUCIAW CUSL MNI-S10RAG£ I MUMEING IN THAT, AS A MINIMUM. PIECE MARKINGS ARE NOT IDENTIFIED. ONLY , A OTDEM ONLY MMCS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS � LOCATION O= CA CAD 8M AARON ORM. BY OCU BY DATE SCALE QUOTE NO. ,LOB NO. SHEET N0. 691E FOR mucml If:'TIflM• FINAL DRAMNCS AARON OMEN If -9-00 I NOfE I SSO-5%2 OW3--191075 F4 of 4 8 ® AXFQ n.�_"