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HomeMy WebLinkAbout017-090-128T. V STRUCTURAL CALCULATIONS RCE Job #2005.007 -for Calculation Index: • Layout • Footing Analysis • Retain Wall Analysis Revision Summary: Rev. 0 Rev. 1 Goldmann at Rose Merritt Horning Road Parcel 3 Chico, CA Page # 1-2 FI -F6, F8 -F22 R1 -R3, R5 -R7, R9 -R1 1 08115/05 Initial Issue 01 / 12/06 Redesign of Foundation. )2 -caws, Tz-.-;. COs -2288 BUTTE COUNTY BUILDING DIVISION - APPROVED , CIVIL — STRUCTURAL ENGINEERING SURVEYING 1060 Thorntree Dr. Suite #10 - Chico, CA 95973 'hone: (530) 894-8833 - Fax: (530) 894-8882 fax dor-c-e.com - http://www.r-c-e.com - T>� �opy Structural Calculations Criteria Project: McCune Residence Owner: Mr. & Mrs. McCune Location: Chico, Ca. Date: January 12, 2006 Code: California Building Code, 2001 Edition. Code Enforcement: Butte County Building Department Loads: Seismic Design: Seismic Zone: 3 Importance factor: 1.0 Soil Profile Type: So Seismic Source Type: NA Closest Distance Seismic Source: NA Wind Design: Wind Speed: 75 mph Exposure: C Soil Bearing: 1500 psf Notes:_ No Special Inspection is required for this Project. RCE Job Number: 2005.007 R.C.E. does not represent that these calculation s. or any specifications in connection therewith are suitable whether or not modified, for any other site than the one for which they were specifically prepared. R.C.E. disclaims responsibility for these plans and specifications if they are used whole or in part at any other site. Plans are not valid until reviewed and approved by appropriate governmental agencies. CIVIL — STRUCTURAL ENGINEERING SURVEYING 1060 Thorntree Dr. Suite #10 - Chico, CA 95973 'hone: (530) 894-8833 — Fax: (530) 894-8882 fax coPr-c-e.com - http://www.r-c-e.com I - McCUNE RESIDENCE JOB # 2005.001 Page SHEAR lNALL, BEAM, AND EOOTI NO' LAYOUT D o- 4' -O" 4'-O" - McGUNE RESIDENCE JOB # 2005.00-7 Page 2 - GARA 6E SHEAR NALL, BEAM, AND EOOTI NCG LAYOUT i Bay 6 '-8" 61-5 II _. Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software R. Company Info C. E. 3060 Thorntree; Suite 10 Chico, CA, 95973 Phone: (530) 894-8833 Fax: (530) 894-8882 E-mail: cj@spydersoftware.com Line C 1/11/2006 11:19:11 AM Project Info (Project: McCune Residence (Location: (Client: (Job No.: 2005.007 IFooting Id: F1 FOUNDATION PARAMTERS Material Properties: Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield Section: 1 f'c, psi 2,500 HardRock Cover, 3.00 in. Cover, in. Fy, ksi Section: 2 2,500 HardRock 3.00 2.00 2.00 40 40 l Footing Section Geometry, (Stiffnesses based.on 80% of Ig): Length, ft. Width, ft. Depth, inches Section: 1 30.00 2.00 12.00 Section:- 2 17.00 1.00 12.00 Column & Wall Data: Type Center Length Width Col-f'c Col -Fy Dowel Bars Column : 2 ft. Other 4.50 in. 3.00 in. 3.00 psi ksi No. & Size Column.: 3 Other 11.00 3.00 3.00 n/a n/a n/a n/a n/a Column : 4 Other 45.00 3.00 3.00 n/a n/a n/a Column 5 Other 46.50 3.00 3.00 n/a n/a n/a n/a Column : 6 Other 12.00 3.00 3.00 n/a n/a n/a Type Center Length Width Height Density Use Wall 1 Conc. 15.00 30.00 6100 150 StiYesess? Wall 7 Conc. '38.50 17.00 6.00 4.00 1.50 20 Yes Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 797 / 1,500 898 / 1,995 861 / 1,995 Section: 2 637 / 1,500 732 / 1,995 697 /'1,995 Beam Shear Stresses: Section: 1 .................... ..."..... 48.43 psi Stirrups not required Section: 2 ........................... 63.11 psi Stirrups not required Punching Shear Stresses: Wall 1 0.00 psi Column 2 ........................... 17.33 psi Column 3 17.53 psi Column 4 ........................... 16.98 psi Column :"5 16.56 psi Column 6 37.37 psi Wall 7 ........................... 0.00 psi Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software Footing Id: F1 Page: 2 1/11/2006 11:19:12 AM Reinforcing Standards per ASTM -A615 Load Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Sections: int, Steel Bottom Steel Transverse Section: 1 Design in', Design int/ft, Spacing Strength:.. 0.55 Section: 2 3-#4 0.40 3-#4 0.02#4 @ 132.3in Strength:.. 0.54 3-#4 0.29 2-#4 0.00 -....N/A.... Walls: Wall: 1 Strength:.. 0.11 1-#4 Wall: 7 Strength:.. 0.21 2-#4 Note: Strength = Steel Required for Strength.. Loading Parameters: Stirrups inz, Spacing Not Regd... Not Regd... Concrete Design Ultimate Strength Load Cases Considered: 1.4DL 1!4DL + 1.7LL 1.4DL + 1.7LL + 1.7 -SL 1.05DL + 1.275LL + 1.275WL 1.05DL + 1.275LL - 1.275WL 0.9DL + 1.3WL 0.9DL - 1.3WL 1.05DL + 1.275LL + 1.4EQ_ 1.05DL + 1.275LL - 1.4EQ 0.9DL + 1.4EQ 0.9DL - 1.4EQ Soil Load Cases Considered: 1.ODL 1.ODL + 1.OLL 1.ODL + LOLL + 1.OSL 1.ODL + 1.OLL + 1.OWL 1.ODL + 1.OLL - 1.OWL 0.667DL + 1.0WL 0.667DL - 1.OWL 1.ODL.+ 1.OLL + 1.OEQ 1.ODL + 1.OLL - 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ Un -Factored Loads, •ft -kips: Total Vertical Contact Forces: 1.ODL 1.ODL + LOLL. 1.ODL + LOLL .+ 1.OSL 1.ODL + 1.OLL + 1.OWL 1.ODL + LOLL - 1.OWL 0.667DL + 1.OWL 0.667DL - 1.OWL 1.ODL + LOLL + 1.-OEQ 1.ODL + 1.OLL - 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ Envelope Case = 38.025 kips = 53.875 kips = 53.875 kips = 53.875 kips 53.875 kips = 32.291 kips = 32.291 kips = 53.875 kips = 53.875 kips = 32.291 kips = 32.291 kips = 53.875 kips Dead FY Load Live Load Wind Load Seismic Load Other Load Wall :1 7.50 MZ 0.00 FY 7.30 MZ 0.00 FY 0.00 MZ 0.00 FY MZ FY MZ Column:2 0.00 0.00 0.00 0.00 5.20 0.00 0.00 0.00 0.00 0.00 Column:3 0.00 0.00 0.00 0.00 -5.20 0.00 3.30 -3.30 0.00 0.00 0.00 0.00 Column:4 Column:5 0.00 0.00 0.00 0.00 -5.20 0.00 -3.30 0.00 0.00 0.00 0.00 0.00 Column:6 0.00 6.00 0.00 0.00 0.00 0.00 5.20 0.00 3.30 0.00 0.00 0.00 Wall :7 3.72 0.00 4.30 4.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total Vertical Contact Forces: 1.ODL 1.ODL + LOLL. 1.ODL + LOLL .+ 1.OSL 1.ODL + 1.OLL + 1.OWL 1.ODL + LOLL - 1.OWL 0.667DL + 1.OWL 0.667DL - 1.OWL 1.ODL + LOLL + 1.-OEQ 1.ODL + 1.OLL - 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ Envelope Case = 38.025 kips = 53.875 kips = 53.875 kips = 53.875 kips 53.875 kips = 32.291 kips = 32.291 kips = 53.875 kips = 53.875 kips = 32.291 kips = 32.291 kips = 53.875 kips Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 1/11/2006 11:19:12 AM Footing Id: F1 Page: 3 '1! Wall# 1 Col#2 CQClltN6 Wall#7 "r z_ 1941#5 0 -ft. 11 2 10.5 kips 47 -ft V, kips 0 65.1 ft -kips M, 0 898 psf Bearing psf 0 Defl, in. L 0 0.199" -18.3 ft -kips I I 11 N 11 !I t1 NN N I I 11 n N u u • II 11 nn y 11 0 -ft. 11 2 10.5 kips 47 -ft V, kips 0 65.1 ft -kips M, 0 898 psf Bearing psf 0 Defl, in. L 0 0.199" -18.3 ft -kips Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software R. C. E. 3060 Thorntree; Suite 10 Chico, CA, 95973 Phone: (530) 894-8833 Fax: (530) 894-8882 E-mail: cj@spydersoftware.com Line D 12/20/2005 10:41:25 AM I riVjCGI 111LO (Project: McCune Residence (Location: I, (Client: (Job No.: 2005.007 (Footing Id: .F2 FOUNDATION PARAMETERS Material Properties: Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield V c, psi "Cover; in. Cover, in. Fy,. ksi Section: 1 2,500 HardRock 3.00 2.00 40 Section: 2 2,500 HardRock 3.00 2.00 40 Footing Section Geometry, (Stiffnesses based on computed effective stiffness, Ie): Length, ft. Width, ft. Depth, inches Section: 1 10.50 1.00 12.00 Section: 2 3.00 3.00 12.00 Column 6 Wall Data: Type Center Length Width ft. in. in. Column 1 Other 1.00 3.00 3.00 Column : 3 Others 3.66 3.00 3.00 Column 4 Other 11..50 3.00 3.00 Column 5 Other 10.00 3.00 •3.00 Column : 6 Other 12.00 5.50 5.50 Type Center Length Width Height Density Use ft. ft. in. ft. pcf Stiffness? Wall 2 Conc. 6.25 11.50 6.00 2.00 150 Yes Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 1,073 / 1,500 1,178 / 1,995 1,154 / 1,995 Section: 2 1,267'/ 1,500 1,574 / 1,995 1,503 / 1,995 Beam Shear Stresses: Section: 1 51.77 psi Stirrups not required Section: 2 ........................... 44.10 psi Stirrups not required Punching Shear Stresses: Column 1 ........................... 14.30 psi Wall 2 0.00 psi Column 3 16.36 psi Column 4 20.26 psi Column 5 16.67 psi Column 6 23.,70 psi L Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:41:25 AM Footing Id: F2 Page: 2 �z, Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel Transverse Stirrups Sections: in', Design int, Design int/ft, Spacing int, Spacing Section: 1 Strength:.. 0.00 0-#4 0.14 1-#4 0.00 -....N/A.... Not Regd... Section: 2 Strength:.. 0.00 0-#4 0.18 1-#4 0.08 #4 @ 31.3in. Not Regd... Walls: Wall: 2 + 4 Strength:.. 0.14 1-#4 Note: Strength = Steel Required for Strength.. Loading Parameters: Concrete Design Ultimate Strength Load Cases Considered: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 1.05DL + 1.275LL - 1.275WL 0.9DL + 1.3WL 0.9DL - 1.3WL 1.05DL + 1.275LL + 1.4EQ 1.05DL + 1.275LL - 1.4EQ 0.9DL + 1.4EQ 0.9DL - 1.4EQ Soil Load Cases Considered: 1.ODL 1.ODL + 1.OLL 1.ODL + 1.OLL + 1.OSL 1.ODL + 1.OLL + 1.OWL 1.ODL + 1.OLL - 1.OWL 0.667DL + 1 -OWL 0.667DL - 1.OWL 1.ODL + 1.OLL + 1.OEQ 1.ODL + 1.OLL - 1.OEQ 0.'667DL + 1.OEQ 0.667DL - 1.OEQ Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY MZ FY MZ FY MZ FY MZ FY MZ Column:l 0.00 0.00 0.00 0.00 4.68 0.00 3.60 0.00 0.00 0.00 Wall :2 3.20 0.00 2.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Column:3 0.00 0.00 0.00 0.00 -4.68 0.00 -3.60 0.00 0.00 0.00 Column:4 0.00 0.00 0.00 - 0.00 -4.71 0.00 -3.65 0.00 0.00 0.00 Column:5 0.00 0.00 0.00 0.00 4.71 •0.00 3.65 0.00 0.00 0.00 Column:6 5.00 0.00 3.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total Vertical Contact Forces: 1.ODL = 12.850 kips 1.0DL.+ 1.OLL = 18.940 kips 1.ODL + LOLL + 1.OSL = 18.940 kips 1.ODL + 1.OLL + 1.OWL = 18.940 kips 1.ODL + LOLL - 1.OWL = 18.940 kips 0.667DL + 1.OWL = 10.119 kips 0.667DL - 1.OWL = 10.119 kips 1.ODL + 1.OLL + 1.OEQ = 18.940 kips 1.ODL + LOLL - 1.OEQ = 18.940 kips 0.667DL + 1.OEQ = 10.119 kips 0.667DL - 1.OEQ = 10.119 kips Envelope Case = 18,.940 kips Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:41:25 AM Footing Id: F2 Page: 3 W 1 Col#3 C01#5 CoIN41#6 0 -ft. FS #1 FS #2 7.1 kips 13.5 -ft. V, kips 0 11 12.8 ft -kips M, ft - 0 -12.8 ft -kips Bearing psf 0 Defl, in. 0 -6.0 kips 1,574 psf 0.350" Foot2000 x2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:41:31 AM Company Info R. C. E. 3060 Thorntree; Suite 10 Chico, CA, 95973 Phone: (530) 894-8833 Fax: (530) 894-8882 E-mail: cj@spydersoftware.com BM 3 FOUNDATION PARAMETERS I Project Info (Project: McCune Residence ILocation: I (Client: (Job No.: 2005.007 IFooting Id: F3 Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi ConcreteType ...................................................... HardRock Concrete Cover ............................................... 3.0 in. Steel Ultimate Strength, Fy........................... :............. 40.0 ksi Column Size ........................................................ 3.00 in. by 3.00 in. Allowable Soil Bearing Strength .................................... 1.500 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.995 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.995 ksf FootingWidth ...................................................... 2.75 ft. Footing Length ...................................................... 2.75 ft. FootingDepth ...................................................... 12.00 in. Punching Shear Stress .............................................. 38.42 psi Beam Shear Stress ................................:................. 11.54 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal.Bottom Reinforcement Required for Strength............ .18 in' (1-#4) Transverse Bottom Reinforcement Required for Strength .............. .19 int (1-#4) Gravity Only Soil Bearing .......................................... 1.488 ksf Wind Load Soil Bearing ............................................. 1.488 ksf Seismic Load Soil Bearing .......................................... 1.488 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL I 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED,LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft kips) Dead Load 6.40 0.00 .0.00 Live Load_ 4.40 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d = 12.00" W = 2.75• As = 1-#4 Bars X As =�1-#4 Bars Cover = 3.00" Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:41:38 AM R. company into C. E. 3060 Thorntree; Suite 10 Chico, CA, 95973 Phone: (530) 894-8833 Fax: (530) 8.94-8882 E-mail: cj@spydersoftware.com BM 5 FOUNDATION PARAMETERS I Project Info (Project: McCune Residence (Location: I, (Client: (Job No.: 2005.007 (Footing Id: F4 Concrete Ultimate Compressive Strength, f'c........................ Concrete Type ................................ ....................:. Concrete Cover ..............................:. Steel Ultimate Strength, Fy....................................... Column Size ............................. ... Allowable Soil Bearing Strength. ........................ ................ Wind Load Soil Bearing Stren gth . .(1.33 increase)... Seismic Load Soil Bearing Strength, (1.33 increase)'-.-.*-**''**' .... ...... Footing Width ................. Footing Length ............... ................................... Footing Depth .................. Punching Shear Stress .................... ......................... Beam Shear Stress......... ........................................ Reinforcing Standards per ......................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required for Strength .............. Gravity Only Soil Bearing .............: ........................... Wind Load Soil Bearing ............................ Seismic Load Soil Bearing .......................................... I 2.00 ksi HardRock 3.0 in. 40.0 ksi 3.00 in. by 3.00 in. 1.500 ksf 1.995 ksf 1.995 ksf 2.25 ft. 2.25 ft. 12.00 in. 22.68 psi 5.86 psi ASTM -A615 .00 int .00 int 1.423 ksf 1.423 ksf 1.423 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft kips) Dead Load 4.50 0.00 0.00 Live Load 2.40 0.00 0.00 Wind Load 0..00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 12.00" W = 2.25 X ._.._. - Cover = ,� 3.00" Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software R. Company Info C. E. 3060 Thorntree; Suite 10 Chico, CA, 95973 Phone: (530) 894-8833 Fax: (530) 894-8882 E-mail: cj@spydersoftware.com BM 1 FOUNDATION PARAMETERS 12/20/2005 10:41:40 AMPq I Project Info (Project: McCune Residence ILocation: I , (Client: (Job No.: 2005.007 IFooting Id: F5 Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type .............. Concrete Cover...................HardRock ................................. Steel Ultimate Strength, Fy................3.0 in. Column Size ........................ 40.0 ksi ................ Allowable Soil Bearing Strength.***'3.00 .000in. by 3.00 in. Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.995 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.995 ksf Footing Width .............................. 1 Footing Length..........50 ft-. ............................................ 1.50 ft. Footing Depth ................ ...............:..................... 12.00 in. Punching Shear S. tress .......................:.......... ••-- ..... 7._71 psi Beam Shear Stress ............................... n/a psi Reinforcing Standards per ................ Longitudinal Bottom Reinforcement Required for ASTM -A615 Strength............ .00 int Transverse Bottom Reinforcement Required for Strength .............. .00 inz Gravity Only Soil Bearing...... ................................... 1.482 ksf Wind Load Soil Bearing............. 1.482 ksf Seismic Load Soil Bearing�•�•' .......................................... 1.482 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 0.9DL + 1.0EQ 1.05DL + 1.275LL + 1.0EQ UNFACTORED LOADS: Load Case FY, (ki s) MX, (ft-ki s) MZ, (ft -kips) Dead Load 1.90 0.00 0.00 Live Load 1.30 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d = 12.00" W = 1.50 X L = L.DU' Cover = 3.00" Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:41:40 AM Company Info I Project Info R. C. E. (Project: McCune Residence 01 3060 Thorntree; Suite 10 ILocation: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2005.007 E-mail: cj@spydersoftware.com 1F6oting Id: F6 BM 2 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size ........................................................ 3.00 in. by 3.00 in. Allowable Soil Bearing Strength .................................... 1.500 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.995 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.995 ksf FootingWidth ...................................................... 1.75 ft. FootingLength ............................:........................ 1.75 ft. FootingDepth ................................:..................... 12.00 in. Punching Shear Stress .............................................. 10.35 psi Beam Shear Stress .............................:.................... 73 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 int Transverse Bottom Reinforcement Required for Strength .............. .00 int Gravity Only Soil Bearing .......................................... 1.236 ksf Wind Load Soil Bearing ............................................. 1.236 ksf Seismic Load Soil Bearing .......................................... 1.236 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ (ft -kips) Dead Load 2.10 0.00 0.00 Live Load 1.50 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 12.00" Cover = 3.00" Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software Company Info R. C. E. 3060 Thorntree; Suite 10 Chico, CA, 95973 Phone: (530) 894-8833 Fax: (530) 894-8882 E-mail: cj@spydersoftware.com Line 2 12/20/2005 10:41:28 AM Q ( I Project Info (Project: McCune Residence JLocation: I, (Client: (Job No.: 2005.007 (Footing Id: F-2 FOUNDATION PARAMETERS Material Properties: Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield f'c, psi Cover, in. Cover, in. Fy, ksi Section: 1 2,500 HardRock 3.00 2.00 40 Section: 2 2,500 HardRock 3.00 2.00 40 Section: 3 2,500 HardRock 3.00 2.00 40 Footing Section Geometry, (Stiffnesses based on computed effective stiffness, Ie): Length, ft. Width, ft. Depth, inches Section: 1 1.00 2.00 12.00 Section: 2 •16.00 1.00 12.00 Section: 3 1.00 2.00 12.00 Column & Wall Data: Type Center Length Width ft. in. in. Column 1 Other 0.25 3.00 3.00 Column 3 Other 3.75 3.00 3.00 Column 4 Other 14.25 3.00 3.00 Column 5 Other 17.75 3.00 3.00 Column 6 Other 15.00 3.00 3.00 Type Center Length Width Height Density Use ft. ft. in. ft. pcf Stiffness? Wall 2 Conc. 9.00 18.00 6.00 1.50 150 Yes Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 870 / 1,500 1,088 / 1,995 1,162 / 1,995 Section: 2 1,339 / 1,500 1,533 / 1,995 1,594 / 1,995 Section: 3 1,384 / 1,500 1,621 / 1,995 1,694 / 1,995 Beam Shear Stresses: Section: 1 ........................... 19.24 psi Stirrups not required Section: 2 40.88 psi Stirrups not required Section: 3 ........................... 40.49 psi Stirrups not required Punching Shear Stresses: Column 1 ........................... 20.23 psi Wall 2 ........................... 0.00 psi Column 3 ........................... 11.43 psi Column 4 ........................... 12.24 psi Column 5 ........................... 19.01 psi Column 6 ........................... 8.55 psi • Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:41:28 AM Footing Id: F-2 Page:.2 Reinforcing Standards per ASTM -A615 (� Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel Transverse Stirrups Sections: in 2, Design int, Design inz/ft, Spacing int, Spacing Section: 1 Strength:.. 0.00 0-#4 0.04 1-#4 0.02 #4 @ 97.1in. Not Regd... Section: 2 Strength:.. 0.00 0-#4 0.17 1-#4 0.00 -....N/A.... Not Regd... Section: 3 Strength:.. 0.00 0-#4 0.04 1-#4 0.04 #4 @ 64.8in. Not Regd... Walls: Wall: 2 Strength:.. 0.17 1-#4 Note: Strength = Steel Required for Strength.. Loading Parameters: Concrete Design Ultimate Strength Load Cases Considered: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.'05DL + 1.275LL +'1.275WL 1.05DL + 1.275LL - 1.275WL 0.9DL + 1.3WL 0.9DL,- 1.3WL 1.05DL + 1.275LL + 1.4EQ 1.05DL + 1.275LL - 1.4EQ 0.9DL + 1.4EQ 0.9DL - 1.4EQ Soil Load Cases Considered: 1.ODL 1.ODL + 1.OLL 1.ODL + 1.OLL + 1.OSL 1.ODL + 1.OLL + 1.OWL 1.ODL + 1.OLL - 1.OWL 0.667DL + 1.OWL 0.667DL - 1.OWL 1.ODL + LOLL + 1.OEQ 1.ODL + LOLL - 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ Un -Factored Loads, ft -kips: • Total Vertical Contact Forces: 1.ODL, Dead Load Live Load Wind Load Seismic Load Other Load 1.OLL + FY MZ FY' MZ FY MZ FY MZ FY MZ Column:l 0.00 0.00 0.00 0.00 2.31 0.00 3.03 0.00 0.00 0.00 Wall :2 8.46 0.00 6.00 0.00. 0.00 0.00 0.00 0.00 0.00 0.00 Column:3 0.00 0.00 0.00 0.00 -2.31 0.00 -3.03 0.00 0.00 0.00 Column:4 0.00 0.00 0.00 0.00 2.31 0.00 3.03 0.00 0.00 0.00 Column:5 0.00 0.00 0.00 0.00 -2.31 0.00 -3.03 0.00 0.00 0.00 Column:6 1.59 0.00 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total Vertical Contact Forces: 1.ODL, = 15.075 kips 1.ODL + 1.OLL = 22.235 kips 1.ODL + 1.OLL + 1.OSL = 22.235 kips 1.ODL + 1.OLL + 1.0WL = 22.235 kips 1.ODL + 1.OLL - 1.0WL = 22.235 kips 0.667DL + 1.OWL = 11.728 kips 0.667DL - 1.OWL = 11.728 kips 1.ODL + LOLL + 1.OEQ = 22.235 kips 1.0DL + LOLL - 1.OEQ = 22.235 kips 0.667DL + 1.OEQ = 11.728 kips 0.667DL - 1.0EQ = 11.728 kips Envelope Case = 22.235 kips Foot2000 -2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:41:28 AM Footing Id: F-2 Page: 3 Col#3 COM01#6 Col#5 V, kips 0 M, ft -kip 0 Bearing psf 0 Defl, in. 0 4.3 kips 18 -ft. -4.4 kips 12.1 ft -kips -12.2 ft -kips 1,694 psf 0.377" Foot2000 v2.1.71, Copyright © i999-2004 Spyder Software Company Info PARAMETERS 1Project: 3060 Thorntree; Suite 10 Location: Chico, CA, 95973 Steel Yield Phone: (530) 894-8833 lClient: Fax: (530) 894-8882 lJob No.: E-mail: cj@spydersoftware.com IFooting Id Line D Geometry, (Stiffnesses based on computed effective stiffness, Ie): 12/20/2005 10:41:30 AM Project Info McCune Residence 2005.007 F2.1 FOUNDATION PARAMETERS Material Properties: Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield Section:•l f'c, psi Cover, in. Cover, in. 2,.500 Fy, ksi HardRock 3.00 2.00 40 Footing Section Geometry, (Stiffnesses based on computed effective stiffness, Ie): Length, ft. Width, ft. Depth, inches Section: 1 12.50 1.00 12.00 Column & Wall Data: Type Center Length Width Column 1 ft. in. in. Other 1.00 3.00 3.00 Column 3 Other 3.66 3.00 3.00 Column 4 Other 11.50 3.00 3.00 Column 5 Other 10.00 3.00 3.00 Type Center Length Width Height Density Use Wall 2 ft. ft. in. ft. pcf Conc. 6.25 11.50 6.00 1.50 Stiffness? 150 Yes Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 774 / 1,500 1,522 / 1,995 1,350 % 1,995 Beam Shear Stresses: Section: 1 ......:.................... 52.28 psi Stirrups not required Punching Shear Stresses: Column 1 Wall 2 .......................... 14.27 psi Column 3 ........................... 0.00 psi Column 4 ........................... 16.30 psi Column 5 ........................... 14.37 psi ............................ 17:24 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Sections: Top Steel Bottom Steel Transverse int, Stirrups Section: 1 Design int, Design int/ft, Spacing inz, Spacing Strength:.. 0.00 0-#4 0.18 1-#4 0.00 -....N/A.... Not Reqd... Walls: Wall: 2 Strength:.. 0.14 '1-#4 Note: Strength = Steel Required for Strength.. r-� Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:41:30 AM Footing Id: F2.1 Page: 2 Seismic Load Other Load FY MZ FY MZ FY MZ FY 1' Loading Parameters: Column:l 0.00 0.00 0.00 0.00 4.68 Concrete Design Ultimate Strength Load Cases Considered: 0.00 0.00 Wall :2 1.4DL 0.00 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 1.05DL + 1.275LL - 1.275WL 0.9DL + 1.3WL . -4.68 0.9DL - 1.3WL 1.05DL + 1.275LL + 1.4EQ 1.05DL + 1.275LL - 1.4EQ 0.9DL + 1.4EQ 0.9DL-- 1.4EQ -3.65 0.00 0.00 Soil Load Cases Considered: 0.00 0.00 0.00 0.00 4.71 0.00 1.0DL 0.00 1.0DL.+ 1.OLL 1.0DL + 1.OLL + 1.OSL 1.0DL + 1.OLL + 1.0WL 1.0DL + LOLL - 1.0WL 0.667DL + 1.OWL 1.0DL 0.667DL - 1.0WL 1.0DL + LOLL + 1.OEQ 1.ODL + LOLL - 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ = 9.459 kips. Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY MZ FY MZ FY MZ FY MZ FY ._ MZ Column:l 0.00 0.00 0.00 0.00 4.68 0.00 3.60 0.00 0.00 0.00 Wall :2 3.27 0.00 3.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Column:3 0.00 0.00 0.00 0.00 -4.68 0.00 -3.60 0.00 0.00 0.00 Column:4 0.00 0.00 0.00 0.00 -4.71 0.00 -3.65 0.00 0.00 0.00 Column:5 0.00 0.00 0.00 0.00 4.71 0.00 3.65 0.00 0.00 0.00 Total Vertical Contact Forces: 1.0DL = 6.439 kips 1.0DL + 1.OLL = 9.459 kips. 1.ODL + 1.OLL + 1.OSL = 9.459 kips 1.0DL + LOLL + 1.0WL = 9.459 kips 1.0'DL + LOLL - 1.0WL = 9.459 kips 0.667DL + 1.OWL = 5.350 kips 0.667DL - 1.0WL = 5.350 kips 1.0DL + LOLL + 1.OEQ = 9.459 kips 1.0DL + LOLL - 1.OEQ = 9.459 kips 0.667DL.+ 1.OEQ = 5.350 kips 0.667DL - 1.OEQ = 5.350 kips Envelope Case = 9.459 kips 0 FOot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:41:30 AM Footing Id: F2.1 Page: 3 0 -ft. V, kips 0 M, ft -kip 0 Bearing psf 0 Defl, in. 0 WaQ1W Col#3 r- g,Z. 5.6 kips 12.5 -ft. 12.9 ft -kips -5.6 kips -10.2 ft -kips 1,522 psf 0.338" Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software Company Info I R. C. E. (Project: 3060 Thorntree; Suite 10 (Location: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: E-mail: cj@spydersoftware.com IFooting Id Line 3 12/20/2005 10:41:33 AM Project Info McCune Residence 2005.007 F-3 P. 10 FOUNDATION PARAMETERS Material Properties: Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield f'c, psi Cover, in. Cover, in. Fy, ksi Section: 1 2,500 HardRock 3.00 2.00 40 Section: 2 2,500. HardRock 3.00 2.00 40 Footing Section Geometry, (Stiffnesses based on computed effective stiffness, Ie): Length, ft. Width, ft. Depth, inches Section: 1 1.00 3.00 18.00 Section: 2 12.00 2.50 18.00 Column & Wall Data: Type Center Length Width ft. in. in. Column 1 Other 0.25 3.00 3.00 Column 3 Other 3.75 3.00 3.00 Type Center Length Width Height Density Use ft. ft. in. ft. pcf Stiffness? Wall 2 Conc. 6.50 13.00 6.00 1.00 150 Yes Soil Bearing Results,•psf"(actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 962 / 1,500 1,388 / 1,995 1,603 / 1,995 Section: 2 877 / 1,500 1,211 / 1,995 1,367 / 1,995 Beam Shear Stresses: Section: 1 ........................... Low Stress or Beam Shear suppressed under column/wall Section: 2 ........................... 18.83 psi Stirrups not required Punching Shear Stresses: Column 1 ........................... 25.40 psi Wall 2 ........................... 0.00 psi Column 3 ........................... 10.74 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate.Strength Methods: Footing Top Steel Bottom Steel Transverse Stirrups Sections: in 2, Design in', Design int/ft, Spacing in 2, Spacing Section: 1 Strength:.. 0.00 0-#4 0.06 1-#4 0.06 #4 @ 41.7in. Not Reqd... Section: 2 Strength:.. 0.00 0-#4 0.28 27#4 0.00 ..... N/A.... Not Reqd... Walls: Wall: 2 Strength:.. 0.38 2-#4 Note: Strength = Steel Required for Strength.. Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:41:33 AM Footing Id: F-3 Page: 2 n �•/ Fio,' Loading Parameters: Concrete Design Ultimate Strength Load Cases Considered: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL -1.05DL + 1.275LL + 1.275WL 1.05DL + 1.275LL - 1.275WL 0.9DL + 1'.3WL 0.9DL - 1.3WL 1.05DL + 1.275LL + 1.4EQ 1.05DL + 1.275LL - 1.4EQ 0.9DL + 1.4EQ 0.9DL - 1.4EQ Soil Load Cases Considered: 1.ODL 1.ODL + 1.OLL 1.0DL + 1.OLL + 1.0SL l.ODL + l.OLL + 1.OWL 1.ODL + 1.OLL'- 1.OWL 0.667DL + 1.OWL 0.667DL - 1.OWL 1.ODL + 1.OLL + 1.OEQ 1.ODL + LOLL - 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ Un-Factored Loads, ft-kips: Dead Load Live Load Wind Load Seismic Load Other Load FY MZ FY MZ FY MZ FY MZ. FY MZ Column:1 3.52 0.00 2.56 0.00 5.23 0.00 6.80 0.00 0.00 0.00 Wall :2 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Column:3 0.00 0.00 0.00 0.00 -5.23 0.00 -6.80 0.00 0.00 0.00 Total Vertical Contact Forces: 1.0DL = 12.020 kips l.ODL + l.OLL = 14.580 kips 1.ODL + 1.OLL + 1.OSL = 14.580 kips l.ODL + LOLL + 1.0WL = 14.580 kips 1.ODL + LOLL - 1.OWL = 14.580 kips 0.667DL + 1.OWL = 10.815 kips 0.667DL - 1.OWL = 10.815 kips 1.0DL + LOLL + 1.OEQ = 14.580 kips 1.ODL + LOLL - 1.OEQ = 14.580 kips 0.667DL + 1.OEQ = 10.815 kips 0.667DL - 1.OEQ = 10.815 kips Envelope Case = 14.580 kips Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:41:33 AM Footing Id: F-3 Page: 3 P Col#3 I .A Il V YA V� Va li I I .�I Y.I , v I: I r 0 -ft. I_ FS #>I I i � FSI#2 13 -ft. V, kips 6.2 kips 0 -14.0 kips M, ft -kip 0 ` 1,603 psf Bearing psf 0 Defl, in. 0 0.356" 20.5 ft -kips -26.9 ft -kips r Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:41:36 AM Company Info 1 ' . R. C. E. Project Info 3060 Thorntree; Suite 10 (Project: McCune Residence Chico, CA, 95973 (Location: Phone: (530) 894-8833 1 Fax: (530) 894-8882 (Client: E-mail: cj@spydersoftware.com (Job No.: 2005.007 Line 3 (Footing Id: F-3.2 FOUNDATION PARAMETERS Material. Properties: Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield f'c, psi Cover, in. Cover, in. F Section: 1 2,500 y, ksi HardRock 3.00 2.00 40 Footing Section Geometry, (Stiffnesses based on computed effective stiffness, le): Length, ft. Width, ft. Section: 1 20.00 Depth, inches 2.00 12.00 Column & Wall Data: Type Center Length Width Columnft. in. in. Column 3 1 Other 0.25 3.00 3.00 Column : q Other 1.00 3.00 3.00 Other 2.00 3.00 3.00 Column 5 Other 18.00 3.00 Column : 6 Other 19.00 3.00 3.00 3.00 Type Center Length Width Height Density Use 2 Wall ft. ft. . ft. Conc. 10.00 20.00 6.inn. pcf Stiffness? 3.50 150 Yes Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Section: 1 696 / 1,500Seismic Case 777 / 1,995 801 / 1,995 Beam Shear Stresses: Section: 1 ....... 52.88 psi Stirrups not required Punching Shear Stresses: Column : 1 i Wall 2 14.82 psi........................... 0.00 Column 3 psi Column 4 ....................... 24.36 psi Column 5 24.90 psi Column 6 24.51 psi ... 23.92 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel Sections: inz, Design : Transverse Stirru s Section: 1 in Design inz/ft, Spacing in', Spacing Strength:.. g 0.00 0-#4 0.06 1-#4 0.02#4 @ 154.6in. Not Reqd... Walls: Wall: 2 Strength:.. 0.11 1-#4 Note: Strength = Steel Required for Strength... Pi: Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:41:36 AM Footing Id: F-3.2 Page: 2 9 Loading Parameters: Concrete Design Ultimate Strength Load Cases Considered: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 1.05DL + 1.275LL - 1.275WL 0.9DL + 1.3WL 0.9DL - 1.3WL 1.05DL + 1.275LL + 1.4EQ 1.05DL + 1.275LL - 1.4EQ. 0.9DL + 1.4EQ 0.9DL - 1.4EQ Soil Load Cases Considered: 1.ODL I 1.ODL + LOLL 1.ODL + 1.OLL + 1.0SL 1.ODL + LOLL + 1.OWL 1.ODL + 1.OLL - 1.OWL 0.667DL + 1.0WL 0.667DL - 1.OWL 1.ODL + LOLL + 1.0EQ 1.ODL + LOLL - 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ Un -Factored Loads, ft -kips: Total Vertical Contact Forces: 1.ODL 1.0DL + 1.OLL 1.ODL + LOLL + 1.0SL 1.0DL + LOLL + 1.0WL 1.0DL + LOLL - 1.OWL 0.667DL + 1.OWL 0.667DL - 1.OWL 1.ODL + LOLL + 1.OEQ 1.0DL + 1.OLL - 1.0EQ 0.667DL + 1:OEQ 0.667DL - 1.OEQ Envelope Case = 15.950 kips = 20.490 kips- = 20.490 kips = 20.490 kips = 20.490 kips = 14.385 kips = 14.385 kips = 20.490 kips = 20.490 •kips = '14.385 kips = 14.385 kips = 20.490 kips Dead Load Live Load Wind Load Seismic Load Other Load Column:l FY 1.35 MZ 0.00 FY 0,94 MZ 0.00 FY 0.00 MZ 0.00 FY MZ FY MZ \ Wall :2 3.35 0.00 3.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Column:3 0.00 0.00 0.00 0.00. 5.30 0.00 6.90 0.00 0.00 0.00 0.00 Column:4 Column:5 0.00 0.00 0.00 0.00 0.00 -5.30 0.00 -6.90 0.00 0.00 0.00 Column:6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.30 0.00 6.90 0.00 0.00 0.00 -5.30 0.00 .-6.90 0.00 0.00 0.00 Total Vertical Contact Forces: 1.ODL 1.0DL + 1.OLL 1.ODL + LOLL + 1.0SL 1.0DL + LOLL + 1.0WL 1.0DL + LOLL - 1.OWL 0.667DL + 1.OWL 0.667DL - 1.OWL 1.ODL + LOLL + 1.OEQ 1.0DL + 1.OLL - 1.0EQ 0.667DL + 1:OEQ 0.667DL - 1.OEQ Envelope Case = 15.950 kips = 20.490 kips- = 20.490 kips = 20.490 kips = 20.490 kips = 14.385 kips = 14.385 kips = 20.490 kips = 20.490 •kips = '14.385 kips = 14.385 kips = 20.490 kips Foot2000 v2.1.11, Copyright © 1999-2004 Spyder Software 12/20/2005 10:41:36 AM Footing Id: F-3.2 Page: 3 )Ua=l#Eol#4 O-ft. S # 20 -ft. 9.8 kipq, V,` kips 0 M, ft -kip 0 801 psf Bearing psf 0 Defl, in. 0 0.178" -II.v nipb -15.2 ft -kips 8.7 ft -kips ,j W�L- O-ft. S # 20 -ft. 9.8 kipq, V,` kips 0 M, ft -kip 0 801 psf Bearing psf 0 Defl, in. 0 0.178" -II.v nipb -15.2 ft -kips 8.7 ft -kips ,j Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:41:38 AM Company Info I Project Info R. C. E. (Project: McCune Residence 3060 Thorntree; Suite 10 (Location: Chico, CA, 95973 1 , Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 1Job No.: 2005.007 E-mail: cj@spydersoftware.com IFooting Id: F-3.3 Line 3 FOUNDATION PARAMETERS Material Properties: Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield f'c, psi Cover, in. Cover, in. Fy, ksi Section: 1 2,500 HardRock 3.00 2.00 40, Section: 2 2,500 HardRock 3.00 2.00 40 Footing Section Geometry, (Stiffnesses based on computed effective stiffness, Ie): Length, ft. Width, ft. Depth, inches Section: 1 1.00 3.00 12.00 Section: 2 13.00 1.00 12.00 Column & Wall Data: Type Center Length Width ft. in. in. Column 1 Other 0.25 3.00 3.00 Column 3 Other 1.75 3.00 3.00 Column 4 Other 3.00 3.00 3.00 Type Center Length Width Height Density Use ft. ft. in. ft. pcf Stiffness-, Wall 2 Conc. 7.00 14.00 6.00 1.00 150. Yes Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 547 / 1,500 727 / 1,995 785 / 1,995 Section: 2 524 / 1,500 668 / 1,995 714 / 1,995 Beam Shear Stresses: Section: 1 ........................... 30.42 psi Stirrups not required Section: 2 ........................... 92.93 psi Stirrups Required @ De/2 Punching Shear Stresses: Column 1 ........................... 43.41 psi Wall 2 0.00 psi Column 3 ........................... 25.27 psi Column 4 ........................... 8.91 psi Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:41:38 AM Footing Id: F-3.3 Page: 2 Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel Transverse Sections: in', Design inz, .Design in'/ft, Spacing Section: 1 Strength:.. 0.00 0-#4 0.13 1-#4 0.04. #4 @ 65.Oin Section: 2 Strength:.. 0.00 0-#4 0.29 2-#4 0.00 ..... N/A.... Walls: Wall: 2 Strength:.. 0.23 2-#4 Note: Strength = Steel Required for Strength.. Loading Parameters: Stirrups int, Spacing 0.01 1-#4 @ 4.38in. 0.01 1-#4 @ 4.38in. Concrete Design -Ultimate Strength Load Cases Considered: 1.4DL 1.4DL + 1.7LL 1.05DL + 1.275LL + 1.275WL 1.05DL + 1.275LL - 1.275WL 0.9DL + 1.3WL + 1.7SL 0.9DL - 1.3WL 1.05DL + 1.275LL + 1.4EQ 1.05DL + 1.275LL - 1.4EQ 0.9DL + 1.4EQ 0.9DL - 1.4EQ Soil Load Cases Considered: 1.ODL 1.ODL + 1.OLL 1,.ODL + LOLL + 1.OSL 1.ODL + LOLL + 1 -OWL 1.ODL + 1.OLL - 1.OWL 0:.667DL - 1.OWL 0.667DL + 1.OWL 1.ODL + 1.OLL + 1.OEQ 1.ODL + LOLL - 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ Un -Factored Loads, ft -kips: Dead FY Load MZ Live Load Wind Load Seismic Load Other Load Column --1 0.00 0.00 FY MZ 0.00 000 FY 5.29 MZ 0.00 FY 6.88 MZ FY MZ Wall :2 Column:3 0.10 0.00 0.00 0.00 0..00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Column:4 1.29 0.00 0.00 0.00 0.00 1.44 0.00 -5.29 0.00 -6.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total Vertical Contact Forces: 1.ODL 1.ODL + LOLL = 4.840 kips 1.ODL + LOLL + 1.OSL = 6.280 kips = 6.280 kips 1.ODL + 1.OLL + I.OWL = 6.280 kips 1.ODL + 1.OLL - 1 -OWL = 6.280 kips 0.667DL + 1.OWL = 4.377 kips 0.667DL - 1 -OWL = 4.377 kips 1.ODL + LOLL + 1.OEQ = 6.280 kips 1.ODL + LOLL - 1.OEQ = 6.280 kips 0.667DL + 1.OEQ = 4.377 'kips 0.667DL - 1.OEQ = 4.377 kips Envelope Case = 6.280 kips Foot20M V2.1.71, Copyright ©1999-2004 Spyder Software 12/20/2005 10:41 38 AM Footing Id: F-3.3 Page: 3 P Col#3 Co1#4 t �' 0 -ft. V, kips 0 M, ft -kip 0 - 15.4 ft -kips ' -12.3 ft -kips 785 psf r' Bearing psf 0 Defl, in. 0 0.174" Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software Company Info R. C. E. 3060 Thorntree; Suite 10 Chico, CA, 95973 Phone: (530) 894-8833 Fax: (530) 894-8882 E-mail: cj@spydersoftware.com Line 4 12/20/2005 10:41:40 AM I Project Info 1Project: McCune Residence (Location: I - , (Client: (Job No.: 2005.007 (Footing Id: F-4 FOUNDATION PARAMETERS Material Properties: Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield f'c, psi Cover, in. Cover, in. Fy, ksi Section: 1 2,500 HardRock 3.00 .2.00 40 Footing Section Geometry, (Stiffnesses based,on computed effective stiffness, Ie): Length, ft. Width, ft. Depth, inches Section: 1 20.00 1.00 12.00 Column & Wall Data: Type Center Length Width ft. in. in. Column 1 Other 0.25 3.00 3.00 Column 3 Other 0.75 3.00 3.00 Column : 4 Other 6.75 3.00 3.00 Column 5 Other 7.25 3.00 3.00 Column 6 Other 12.75 3.00 3.00 Column 7 Other 13.25 3.00 3.00 Column 8 Other 19.75 3.00 3.00 Column : 9 Other 19.25 3.00 3.00 Type • Center Length Width Height Density Use ft. ft. in. ft. pcf Stiffness? Wall 2 Conc. 10.00 20.00. 6.00 2.00 150 Yes Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 696 / 1,500 759 / 1,995 762 / 1,995 Beam Shear Stresses: Section: 1 ........................... 30.08 psi Stirrups not required Punching Shear Stresses: Column 1 ........................... 7.24 psi Wall 2 ........................... 0.00 psi Column 3 4.42 psi Column 4 ........................... 4.15 psi Column 5 4.27 psi Column 6 4:27 psi Column 7 ........................... 4.15 psi Column 87.24 psi Column 9 4.42 psi Foot2000 v2.1.71, Copyright Footing Id: F-4 Page: 2 © 1999-2004 Spyder Software 12/20/2005 10:41:40 AM F 1z" Reinforcing Standards per ASTM-A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel. Sections: int, Bottom Steel Transverse Stirrups Design Section: 1 in Z, Design int/ft, Spacing int, Spacing Strength:.. 0.00 0-#4 0.00 0-#4 0.00..... N/A.... Not Regd... Walls: Wall: 2 Strength:_ 0.03 1-#4 Note: Strength = Steel Required for Strength.. Loading Parameters: Concrete Design Ultimate Strength Load Cases Considered: 1.4DL 1.05DL + 1.275LL + 1.275WL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL'0.9DL 0.9DL - 1.3WL 0.9DL + 1.4EQ + 1.3WL 1.05DL + 1.275LL + 1.4EQ 1.05DL + 1.275LL - 1.4EQ 0.9DL - 1.4EQ Soil Load Cases Considered: 1.ODL 1.ODL + 1.OLL + 1.OWL 1.ODL + LOLL 1.ODL + 1.OLL + 1.OSL 0.667DL - 1.OWL 1.ODL + 1.OLL - 1.OWL 0.667DL + 1.OWL 0.667DL + 1.OEQ 1.ODL + 1.OLL + 1.OEQ 1.ODL + LOLL - 1.OEQ 0.667DL - 1.OEQ Un-Factored Loads, ft-kips: Dead Load FY Live Load Wind Load Seismic Load Other Load MZ Column:l 0.00 0.00 FY MZ FY MZ FY MZ FY 0.00 0.00 2.07 0.00 2.14 MZ Wall :2 3.84 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Column:3 0.00 0.00 Column:4 0.00 0.00 0.00 0.00 -2.07 0.00 -2.14 0.00 0.00 0.00 Column:5 0.00 0.00 0.00 0.00 2.07 0.00 2.14 0.00 0.00 0.00 0.00 -2.07 0.00 Column:6 0.00 0.00 0.00 -2.14 0.00. 0.00 0.00 0.00 2.07 0.00 2.14 0.00 Column:7 0.00 0.00 Column:8 0.00 0.00 0.00 0.00 -2.07 0.00 -2.14 0.00 0.00 0.00 0.00 0.00 0.00 Column:9 0.00 0.00 0.00 0.00 -2.07 0.00 -2.14 0.00 0.00 0.00 0.00 0.00 2.07 0.00 2.14 0.00 0.00 0.00 Total Vertical Contact Forces: 1.ODL = 9.840 kips 1.ODL + 1.OLL = 13:840 kips 1.ODL + 1.OLL + 1.OSL = 13.840 kips 1.ODL + LOLL + 1.OWL = 13.840 kips 1.ODL + 1.OLL - 1.OWL = 13.840 kips 0.667DL + 1.OWL = 8.561 kips 0.667DL - 1.OWL = 8.561 kips 1.ODL + LOLL + 1.OEQ = 13.840 kips 1.ODL + LOLL- 1.OEQ = 13.840 kips 0.667DL + 1.OEQ = 8.561 kips 0.667DL - 1.OEQ = 8.561 kips Envelope Case = 13.840 kips Foot2000 v2.1.71, Copyright © 1999-2004 Spyr Software 12/20/2005 Footing Id: F-4 de Page: 3 10:41:40 AM 0 -ft. V, kips 0 M, ft -kip 0 1 � kips I \ 762 psf Bearing psf 0 Defl, in. L 0 0.169" -2.8 ft -kips 1.4 dkiDS r Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software Company Info R. C. E. JProject: 3060 Thorntree; Suite 10 JLocation: Chico, CA, 95973 1 Phone: (530) 894-8833 lClient: .Fax: (530) 894-8882 JJob No.: E-mail: cj@spydersoftware.com IFooting Id Line 6 12/20/2005 10:41:51 AM Project Info McCune Residence 2005.007 F-6 FOUNDATION PARAMETERS Material Properties: Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield f'c, psi Cover, in. Cover, in. Fy, ksi . Section: 1 2,500 HardRock 3.00 2.00 40 Section: 2 2,500 HardRock 3.00 2.00 40 Section: 3 2,500 HardRock 3.00 2.00 40 Footing Section Geometry, (Stiffnesses based on computed effective stiffness, Ie): Length, ft. Width, ft. Depth, inches Section: 1 1.00 2.00 12.00 Section: 2 24.00, 1.00 12.00'' Section: 3 1.00 2.00 12.00 Column 6 Wall Data: Type Center Length Width ft. in. in. Column : 2 Other 6.50 3.00 3.00 Column 3 Other 0.25 3.00 3.00 Column 4 Other 25.75 3.00 3.00 Column 5 Other 19.50 3.00 3.00 Type Center Length Width Height Density Use ft. ft. in. ft. pcf Stiffness? Wall 1 Stud 13.00 26.00 6.00 9.00 34 No Soil Bearing Results, psf (actual / allowable): Gravity Case. Wind Case Seismic Case Section: 1 271 / 1,500 646 / 1,995 443 / 1,995 Section: 2 307 / 1,500 565 / 1,995 408 / 1,995 Section: 3 273 / 1,500 646 / 1,995 443 / 1,995 Beam Shear Stresses: Section: 1 11.34 psi Stirrups not required Section: 2 ........................... 20.07 psi Stirrups not required Section: 3 20.07 psi Stirrups not required Punching Shear Stresses: Wall 1 ........................... 0.00 psi Column 2 6.96 psi Column 3 11.81 psi Column 4 ........................... 11.81 psi Column 5 ........................... 6.96 psi PI Ld Foot2000 v2.1.71, Copyright.© Footing Id: 1999-2004 Spyder Software 12/20/200510:41:51 AM Load F-6 Page: 2 Load Other Load Wall :1 Reinforcing Standards per ASTM -A615 FY MZ 0.00 0.00 FY 0.00 MZ 0.00 Reinforcing Requirements per ACI Ultimate Strength Methods: FY Footing Sections: Top Steel in Z, Design Bottom int, Steel Transverse Stirrups Section: 1 -0.94 Design in'/ft, Spacing in', Spacing Strength:.. Section: 2 0.05 1-#4 0.07 1-#4 0.01#4 @ 196.9in. Not Regd... Strength:.. Section: 3 0.27 2-#4 0.38 2-#4 0.00 -....N/A.... Not Regd... Strength:.. 0.05 1-#4 0.07 1-#4 0.01#4 @ 196.9in: Not Regd... Note: Strength = Steel Required for Strength.. Loading Parameters: Concrete Design Ultimate Strength Load Cases Considered: 1.4DL 1.4DL + 1._7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 1.05DL + 1.275LL'- 1.275WL 0.9DL + 1.3WL 0.9DL - 1.3WL 1.05DL + 1.275LL + 1.4EQ 1.05DL + 1.275LL - 1.4EQ 0.9DL + 1.4EQ 0.9DL - 1.4EQ Soil Load Cases Considered: 1.ODL 1.ODL + 1.OLL l.ODL + 1.OLL + 1.OSL 1.ODL + 1.OLL + 1.OWL 1.ODL + 1.OLL - 1.OWL 0.667DL + 1.OWL 0:667DL - 1.OWL 1.ODL + LOLL + 1.OEQ 1.ODL + 1.OLL - 1.OEQ 0.667DL + 1.OEQ 0.667DL'-- 1.OEQ Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load Wall :1 FY. 0.00 MZ 0.00 FY MZ 0.00 0.00 FY 0.00 MZ 0.00 FY 0.00 MZ 0.00 FY MZ Column:2 0.00 0.00 0.00 0.00 -2.02 0.00 -0.94 0.00 0.00 0.00 0.00 0.00 Column:3 Column:4 0.00 0.00 0.00 0.00 0.00 2.02 0.00 0.94 0.00 0.00 0.00 Column:5 0.00 0.00 0.00 0.00 0.00 0.00 -2.02 0.00 -0.94 0.00 0.00 0.00 0.00 2.02 0.00 0.94 0.00 0.00 0.00 Total Vertical Contact Forces: 1.ODL = 8.178 kips 1.ODL + 1.OLL = 8.178 kips 1.ODL + 1.OLL + 1.OSL = 8.178 kips 1.ODL + 1.OLL +'1.OWL = 8.178 kips 1.ODL + 1.OLL - 1.OWL = 8.178 kips 0.667DL + 1.OWL = 8.178 kips 0.667DL - 1.OWL = 8.178 kips 1.ODL + LOLL + 1.OEQ = 8.178 kips 1.ODL + 1.OLL - 1.OEQ = 8.178 kips 0.667DL + 1.OEQ = 8.178 kips 0.667DL - 1.OEQ = 8.178 kips Envelope Case = 8.178 kips Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005'10:41:51 'AM Footing Id: F=6 ' Page: 3 `QQalld8l Col#2 Col#5 Col#4 0 -ft. FS #1 FS #2 I I I I I F #3 " 2.4 kips 26 -ft. V; kips 0 9.6 ft -kips- M, ft -kip 0 646 psf Bearing psf 0 Defl, in. 0 0.144" -7.8 ft -kips r -2.4 kips Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software Company Info R. C. E. 3060 Thorntree; Suite 10 Chico, CA, 95973 Phone: (530) 894-8833 Fax: (530) 894-8882 E-mail: cj@spydersoftware.com Line A 12/20/2005 10:41:53 AM I Project Info (Project: McCune Residence ILocation: I, (Client: (Job No.: 2005.007 IFooting Id: F -A.1 FOUNDATION PARAMETERS Material Properties: Conc. Strength Conc. Type Bot. Steel Top Steel Steel.Yield f'c, psi Cover, in. Cover, in. Fy, ksi Section: 1 2,500 HardRock 3.00 2.00 40 Section: 2 2,500 HardRock 3.00 2.00 40 Footing Section Geometry, (Stiffnesses based on computed effective stiffness, Ie): Length, ft. Width, ft. Depth, inches Section: 1 13.00 1.50 12.00 Section: 2 2.00 2.00 12.00 Column & Wall Data: Type Center Length Width ft. in. in. Column 1 Other 0.25 3.00 3.00 Column 3 Other 3.00 3.00 3.00 Column 4 Other 13.75 3.00 3.00 Type Center Length Width Height Density Use ft. ft. in. ft. pcf Stiffness? Wall 2 Conc. 7.00 14.00 6.00 1.50 150 Yes Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 1,226 / 1,500 1,261 / 1,995 1,276 / 1,995 Section: 2 1,383 / 1,500 1,434 / 1,995 1,457 / 1,995 Beam Shear Stresses: Section: 1 ........................... 23..86 psi Stirrups not required Section: 2 27.64 psi Stirrups not required Punching Shear Stresses: Column 1 ........................... 12.89 psi Wall 2 ........................... 2.14 psi Column 3 ........................... 6..81 psi Column 4 ........................... 23.03 psi Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:41:53 AM Footing Id: F -A.1 Page: 2 Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel Transverse Stirrups Sections: in 2, Design in Z, Design inz/ft, Spacing in Z, Spacing Section: 1 Strength:.. ,0.00 0-#4 0.07 1-#4 0.00 ..... N/A.... Not Regd... Section: 2 Strength:.. 0.00 0-#4 0.09 1-#4 0.04 #4 @ 64.4in. Not Regd... Walls: Wall: 2 Strength:.. 0.16 1-#4 Note: Strength = Steel Required for Strength.. Loading Parameters: Concrete Design Ultimate Strength Load Cases Considered: 1A DL 1A DL + 1.7LL IA DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 1.05DL + 1.275LL - 1.275WL 0.9DL + 1.3WL 0.9DL - 1.3WL 1.05DL + 1:275LL + 1.4EQ 1.05DL + 1.275LL - 1.4EQ 0.9DL + 1.4EQ 0.9DL - 1.4EQ Soil Load Cases Considered: 1.ODL 1.ODL + LOLL 1.0DL + 1.OLL + 1.OSL 1.0DL + LOLL + 1.0WL 1.ODL + LOLL - 1.OWL 0.667DL + 1.0WL 0.667DL - 1.0WL 1.0DL + 1.OLL + 1.OEQ 1.0DL + LOLL - 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ Un -Factored Loads, ft -kips: '5.1 Total Vertical Contact Forces: 1.0DL Dead Load Live Load Wind Load Seismic Load Other Load 1.OLL + FY MZ FY MZ FY MZ FY MZ FY MZ Column:l 0.00 0.00 0.00 0.00 1.28 0.00 1.84 0.00 0.00 0:00 Wall :2 5.93 0.00 5.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Column:3 0.00 0.00 0.00 0.00 -1.28 0.00 -1.84 0.00 0.00 0.00 Column:4 3.52 0.00 2.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total Vertical Contact Forces: 1.0DL = 14.550.kips 1.0DL + LOLL = 22.290 kips 1.0DL + 1.OLL + 1.0SL = 22.290 kips 1.ODL + LOLL + 1.OWL = 22.290 kips 1.0DL + 1.OLL - 1.0WL = 22.290 kips 0.667DL + 1.OWL = 11.403 kips 0.667DL - 1.0WL = 11.403 kips 1.0DL + LOLL + 1.OEQ = 22:290 kips 1.0DL + LOLL - 1.0EQ = 22.290 kips 0.667DL + 1.0EQ = 11.403 kips 0.667DL - 1.OEQ = 11.403 kips Envelope Case = 22.290 kips Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:41:53 AM Footing Id: F -A.1 Page: 3 WZMWP Col#3 0 -ft. V, kips 0 M, ft -kip 0 Bearing psf 0 Defl, in. 0 #1 4.9 ft -kips -11.6 ft -kips S #2 5.4 klp#- -3.6 1,457 psf 0.324" Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software Company Info (Project: 3060 Thorntree; Suite 10 (Location: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No. E-mail: cj@spydersoftware.com (Footing Id Line A 12/20/2005 10:41:57 AM Project Info McCune Residence 2005.007 F -A.2 FOUNDATION PARAMETERS Material Properties:. Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield V c, psi Cover, in. Cover, in. Fy, ksi Section: 1 2,500 HardRock 3.00 2.00 40 Section: 2 2,500 HardRock 3.00 2.00 40 Footing Section Geometry, (Stiffnesses based on computed effective stiffness, Ie): Length, ft. Width; ft. Depth, inches Section: 1 25.00 1.50 12.00 Section: 2 2.00 2.00 12.00 Column 6 Wall Data: Type Center Length Width ft. in. in. Column 1 Other 6.75 3.00 3.00 Column 3 Other 13.00 3.00 3.00 Column 4 Other 25.75 3.00 3.00 Type Center Length Width Height Density Use ft. ft. in. ft. pcf Stiffness? Wall 2 Conc. 18.00 16.00 6.00 1.50 150 Yes Wall 5 Conc. 5.00 10.00 6.00 1.50 150 Yes Soil Bearing Results,,psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 1,210 / 1,500 1,233 / 1,995 1,244 / 1,995 Section: 2 1,326 / 1,500 1,352 / 1,995 1,364 / 1,995 Beam Shear Stresses: Section: 1 28.12 psi Stirrups not required Section: 2 31.40 psi Stirrups not required Punching Shear Stresses: Column 1 ........................... 6.13 psi. Wall 2 3.53 psi Column 3 ........................... 6.05 psi Column 4 24.04 psi Wall 5 ........................"... 1.44 psi 9 Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:41:57 AM Footing Id: F -A.2 Page: 2 Reinforcing Standards per ASTM -A615 Load MZ Reinforcing Requirements per ACI Footing Ultimate Strength Methods: Top Sections: in', Steel Design Bottom Steel inz Transverse Section: 1 Column:l D ' Design g in /ft, Spacing Strength:.. . 0.00 Section: 2 0-#4 0.04 1-#9 0.00 -....N/A... Strength:.. 0.00 0-#4 0.08 1-#4 0.04 #4 @ 67.4in. Walls: Wall: 2 Strength:.. 0.23 2-#4 Wall: 5 Strength:.. 0.10 1-#4 Note: Strength = Steel Required for Strength Loading Parameters: Stirrups in', Spacing Not Regd... Not Regd... Concrete Design Ultimate Strength Load Cases Considered: 1.4DL 1.46E + 1.7LL 1.05DL + 1.275LL + 1.275WL 1.05DL + 1.275LL - 1.275WL 0.9DL + 1.3WL + 1.7SL 0.9DL - 1.3WL 1.05DL + 1.275LL + 1.4E 0.9DL + 1.4EQ 0.96E - 1.4EQ Q 1.05DL + 1.275LL - 1.4EQ Soil Load Cases Considered: 1.ODL 1.ODL + LOLL 1.ODL + 1.OLL + 1 -OWL 1.06E + ILL + 1.OS� 1.06E + LOLL•- 1.OWL 0.6676E + 1 -OWL 0.667DL - 1 -OWL 1.ODL + 1.OLL + 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ 1.06E + LOLL - 1.OEQ Un -Factored Loads, ft -kips: Dead FY Load MZ Live Load FY Wind Load Seismic Load Other Load Column:l 0.00 0.00 0.00 OM00 116 FY Wall :2 7.44 0.00 6.38 0.00 0.00 OM00 1F67 OM00 000 Oz M00 Column:3 0.00 0.00 0.00 0.00 -1..16 0.00 0.00 0.00 0.00 0.00 Column:4 3.52 0.00 2.56 0.00 0.00 0.00 -1.67 0.00 0.00 0.00 Wall :5 2.90 0.00 1.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total Vertical Contact Forces: 1.ODL 1.ODL + LOLL = 23.010 kips 1.ODL + LOLL + 1.OSL = 33.940 kips 1.ODL + LOLL + 1 = 33.940 kips 1.ODL + LOLL - -OWL 1 = 33.940 kips 0.667DL + 1 -OWL -OWL = 33.940 kips 0.667DL - 1 = 18.395 kips -OWL 1.ODL + 1.OLL + 1.OEQ = 18.395 kips 1.ODL + 1.OLL - 1.OEQ = 33.940 kips 0.667DL + 1.OEQ = 33.940 kips 0.667DL - 1.OEQ = 18.395 kips Envelope Case = 18.395 kips = 33.940 kips Foot2000 x2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:41:57 AM Footing Id: F -A.2 Page:-3 Wall#5 C01#1 Wall#2 Col#3 Col#4 A UI 0 -ft. F # FS # 25ftips V, kips 0 M, ft -kip 0 Bearing psf 0 Defl, in. 0 3.0 ft -kips -16.8 ft -kips -3.3 1,364 psf 0.303" Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:42:01 AM R. C. E. company Info 3060 Thorntree; Suite 10 Chico, CA, 95973 Phone: (530) 894-8833 Fax: (530) 894-8882 E-mail: cj@spydersoftware.com Line B FOUNDATION PARAMETERS Material Properties: I Project Info (Project: McCune Residence ILocation: I , (Client: (Job No.: 2005.007 IFooting Id: F -B Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel , Sections: inz, Design Transverse 9 int, Design Section: 1 int/ft, Spacing Strength:.. 0.00 0-#4 0.08 1-#4 # 0.02#4 @ 117.5in. Walls: Wall: 6 Strength:.. 0.15 1-#4 Note: Strength = Steel Required for Strength.. Stirrups int, Spacing Not Reqd... Conc. Strength Conc. Type f'c, psi Bot. Steel Top Steel Steel Yield Section: 1 2,500 HardRock Cover, in. Cover, in. F Y. ksi 3.00 2.00 90 Footing Section Geometry, (Stiffnesses based Length, ft. Width, ft. on computed effective stiffness, Ie): Section: 1 30.00 Depth, inches 2.00 12.00 Column 6 Wall Data: Type Center Length ft. in. Width Col-f'c Col-Fy Dowel Bars Column 1 Other 6.75 3.00 in., 3•.00 psi ksi No. & Size Column 2 Other 10.25 3.00 3.00. n/a n/a n/a Column ; 3_ Other 22.25 3.00 3.00 n/a n/a n/a Column 4 Other 25.75 3.00 3.00 n/a n/a n/a Column 5 Other 12.00 3.00 3.00 n/a n/a n/a Column 7 Other 29.75. 6.00 6.00 n/a n/a n/a n/a n/a n/a Type Center Length ft. Width Height Density Wall 6. ft. Conc. 15.00 30.00 in. 6.00 ft. p5Use Stiffness? 3.00 1500 Yes Soil Bearing Results, psf (actual / allowable): Section: 1 Gravity Case Wind Case 846 / 1,500 Seismic Case, 923 / 1,995 896 / 1,995 Beam Shear Stresses: Section: 1 ........................... 19.78 psi Stirrups not required Punching Shear Stresses: Column 1 Column : 2 10.42 psi Column 3 .... 10.63 psi Column 4 10.73 psi Column 5 ........................... 10.49 psi Wall13.57 6 psi Column 0.00 psi 4.75 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel , Sections: inz, Design Transverse 9 int, Design Section: 1 int/ft, Spacing Strength:.. 0.00 0-#4 0.08 1-#4 # 0.02#4 @ 117.5in. Walls: Wall: 6 Strength:.. 0.15 1-#4 Note: Strength = Steel Required for Strength.. Stirrups int, Spacing Not Reqd... Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:42:01 AM - Footing Id: F -B Page: 2 Load MZ Seismic FY Load MZ 7,` Loading Parameters: 0.00 0.00 0.00 0.00 Concrete Design Ultimate Strength Load Cases Considered: 0.00 0:00 1.4DL Column:2 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL, 1.05DL + 1.275LL + 1.275WL 1.05DL + 1.275LL - 1.275WL 0.9DL + 1.3WL 0.9DL - 1.3WL 1.05DL + 1.275LL + 1.4EQ 1.05DL + 1.275LL - 1.4EQ 0.9DL + 1.4EQ 0.9DL - 1.4EQ 0.00 Column:4 Soil Load Cases Considered: 0.00 0.00 0.00 -3.15 1.ODL -2.04 1.ODL + 1.OLL 1.ODL + LOLL + 1.OSL 1.ODL + 1.OLL + 1.OWL 1.ODL + 1.OLL - 1.OWL 0.667DL + 1.OWL 0.667DL - 1.OWL 1.ODL + LOLL + 1.OEQ 1.ODL + LOLL - 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ 0.00 0.00 Un -Factored Loads, ft -kips: Total Vertical Contact Forces: 1.ODL Dead FY Load MZ Live FY Load MZ Wind FY Load MZ Seismic FY Load MZ Other FY Load MZ Column:l 0.00 0.00 0.00 0.00 3.15 0.00 2.04 0.00 0:00 0.00 Column:2 0.00 0.00 0.00 0.00 -3.15 0.00 -2.04 0.00 0.00 0.00 Column:3 0.00 0.00 0.00 0.00 3.15 0.00 2.04 0.00 0.00 0.00 Column:4 0.00 0.00 0.00 0.00 -3.15 0.00 -2.04 0.00 0.00 0.00 Column:5 2.10 0.00 1.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Wall :6 12.30 0.00 11.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Column:7 1.35 0.00 0.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total Vertical Contact Forces: 1.ODL = 31.500 kips 1.ODL + 1.OLL = 45.900 kips 1.ODL + 1.OLL + 1.OSL = 45.900 kips 1.ODL + 1.OLL + 1.OWL = 45.900 kips 1.ODL + 1.OLL - 1.OWL = 45.900 kips 0.667DL + 1.OWL = 26.255 kips 0.667DL - 1.OWL = 26.255 kips 1.ODL + 1.OLL + 1.OEQ = 45.900 kips 1.ODL + 1.OLL - 1.OEQ = 45.900 kips 0.667DL + 1.OEQ = 26.255 kips 0.667DL - 1.OEQ = 26.255 kips Envelope Case = 45.900 kips Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:42:01 AM Footing Id: F -B Page: 3 Wall#6 C61#1 Col#2Co1#5Col#3 Col#4 Col#7 L 0 -ft. V, kips 0 M, ft -kip 0 Bearing psf 0 Defl, in. 0 -4.2 kips 10.4 ft -kips 4.3 kips 30 -ft. -18.7 ft -kips 923 psf 0.205" Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software Company Info I Project Info R. C. E. JProject: McCune Residence 3060 Thorntree;_Suite 10 Location: Chico, CA, 95973 1 , Phone: (530) 894-8833 lClient: Fax: (530) 894-8882 JJob No.: 2005.007 E-mail: cj@spydersoftware.com IFooting Id: F -B.2 Line B 12/20/2005 10:42:05 AM FOUNDATION PARAMETERS Material Properties: N Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield f'c, psi Cover, in. Cover, in. Fy, ksi Section: 1 2,500 HardRock 3.00 2.00 40 Footing Section Geometry, (Stiffnesses based on computed effective stiffness, Ie): Length, ft. Width, ft. Depth, inches Section: 1 24.00 1.00 12.00 Column & Wall Data: Type Center Length Width Col-f'c Col-Fy Dowel Bars ft. in. in. psi ksi No. & Size Column 2 Other 8.25 3.00 3.00 n/a n/a n/a Column 3 Other 18.00 3.00 3.00 n/a n/a n/a Column 4 Other 23.75 3.00 3.00 n/a n/a n/a Type Center Length Width Height Density Use ft. ft. in. ft. pcf Stiffness? Wall 1 Conc. 14.50 19.00 6.00 1.50 150 Yes Wall 5 Conc. 1.75 3.50 6.00 1.50 150 Yes Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 1,250 / 1,500 1,508 / 1,995 1,413 / 1,995 Beam Shear Stresses: Section: 1 ........................... 38.51 psi Stirrups not required Punching Shear Stresses: Wall 1 ........................... 0.00 psi Column 2 ........................... 8.17 psi Column 3 ........................... 10.67 psi Column 4 ........................... 17.08 psi Wall 5 ........................... 0.00 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel Transverse Stirrups Sections: int, Design int, Design in'/ft, Spacing in', Spacing Section: 1 Strength:.. 0.02 1-#4 0.25 2-#4 0.00 -....N/A.... Not Reqd... Walls: Wall: 1 Strength:.. 0.25 2-#4 Wall: 5 Strength:.. 0.00 0-#4 Note: Strength = Steel Required for Strength.. Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:42:05 AM Footing Id: F -B.2 Page: 2 Loading Parameters: Concrete Design Ultimate Strength Load Cases Considered: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 1.05DL + 1.275LL - 1.275WL 0.9DL + 1.3WL 0.9DL - 1.3WL 1.05DL + 1.275LL + 1.4EQ 1.05DL + 1.275LL - 1.4EQ 0.9DL + 1.4EQ 0.9DL - 1.4EQ Soil Load'Cases Considered: 1.ODL 1.ODL + 1.OLL 1.ODL + LOLL + 1.OSL 1.ODL + 1.OLL + 1.OWL 1.ODL + 1.OLL - 1.OWL 0.667DL + 1.OWL 0.667DL - 1.OWL 1.ODL + 1.OLL + 1.OEQ 1.ODL + LOLL - 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ Un -Factored Loads, ft -kips: I ff Dead Load Live Load Wind Load Seismic Load Other Load FY MZ FY MZ FY MZ FY MZ FY MZ Wall :1 7.51 0.00 7.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Column:2 1.35 0.00 0.94 0.0.0 0.00 0.00 0.00 0.00 0.00 0.00 Column:3 0.00 0.00 0.00 0.00 3.07 0.00 1.93 0.00 0.00 0.00 Column:4 0.00 0.00 0.00 0.00 -3.07 0.00 -1.93 0.00 0.00 0.00 Wall :5 0.49 0.00 0.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total Vertical Contact Forces: r 1.ODL = 15.481 kips 1.ODL + 1.OLL = 24.421 kips 1.ODL + LOLL + 1.OSL = 24.421 kips 1.ODL + 1.OLL + 1.OWL = 24.421 kips 1.ODL + 1.OLL - 1.OWL = 24.421 kips 0.667DL + 1.OWL = 12.368 kips 0.667DL - 1.OWL = 12.368 kips 1.ODL + LOLL + 1.OEQ = 24.421 kips 1.ODL + LOLL - 1.OEQ = 24.421 kips 0.667DL + 1.OEQ = 12.368 kips 0.667DL - 1.OEQ = 12.368 kips Envelope Case = 24.421 kips Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:42:05 AM Footing Id: F -B.2 Page: 3 0 -ft. V, kips 0 M, ft -kip 0 Bearing psf 0 Defl, in. 0 Wall#5 Wall#1 C01#2 0-144,j 24414.2 kips -3.7 kips 18.2 ft -kips -18.2 ft -kips 1,508 psf 0.335" Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 i0:42:05 AM Company Info Project Info R. C. E. JProject: McCune Residence 3060 Thorntree;-Suite 10 (Location: Chico, CA, 95973 , Phone: (530) 894-8833 lClient: Fax: (530) 894-8882 lJob No.: 2005.007 E-mail: cj@spydersoftware.com IFooting Id: F -E Line E FOUNDATION PARAMETERS Material Properties: Conc. Strength Conc. Type Bot. Steel Top Steel Steel.Yield f'c, psi Cover, in.' Cover, in. Fy, ksi Section: 1 2,500 HardRock 3.00 2.00 -.40 Section: 2 2,500 HardRock 3.00 2.00 40 Section:. 3 2,500 HardRock 3.00 2.00 40 Footing Section Geometry, (Stiffnesses based on computed effective stiffness, Ie): Length, ft. Width, ft. Depth, inches Section: 1 1.00 2.00 12.00 Section: 2 4.00 1.25 12.00 Section: 3 1.00 2.00 12.00 Column & Wall Data: Type Center Length Width ft. in. in. Column 1 Other 1.00 3.00 3.00 Column 3 Other 2.00 3.00 3.00 Type Center Length Width Height Density Use - ft. ft. in. ft. pcf Stiffness? Wall 2 Conc. 3.50 5,00 6.00 1.50 150 Yes Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 1,478 / 1;500 1,798 / 1,995 1,737 / 1,995 Section: 2 1,356 / 1,500 1,569 / 1,995" 1,529 / 1,995 Section: 3 864 / 1,500 1,077 / 1,995 1,037 / 1,'995 Beam Shear Stresses: Section: 1 14.54 psi Stirrups not required Section: 2........................... 30.35 psi Stirrups not required Section: 3 • ...............•............ 6.74 psi Stirrups not required Punching Shear Stresses:' Column 1 ........................... 16.38 psi Wall 2 2.66 psi, Column 3 ........................... 12.12 psi Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:42:05 AM Footing Id: F -E Page: 2 Reinforcing Standards per ASTM -A615 Considered: Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Sections: Top int, Steel Bottom Steel Transverse Section:'I 0.9DL + 1.3WL Design int, Design int/ft, Spacing Strength:.. Section: 2 0.00 0-#4 0.07 1-#4 0.04 #4 @ 59.Oin. Strength:.. Section: 3 0.00 0-#4 0.07 1-#4 0.00 -....N/A.... Strength:.. 0.00 0-#4 0.00 0-#4 0.02#4 @ 109.Oin. Walls: Wall: 2 Strength:.. 0.04 1-#4 Note: Strength = Steel Required for Strength.. Loading Parameters: Stirrups in=, Spacing Not Regd... Not Regd... Not Regd... Concrete Design Ultimate Strength Load Cases Considered: 1.4DL 1.05DL + 1.275LL + 1.275WL 1.4DL + 1.7LL 1.05DL + 1.275LL + 1.7SL 0.9DL - 1.3WL 1.05DL + 1.275LL - 1.275WL + 1.4EQ 0.9DL + 1.3WL 0.9DL + 1.4EQ 0.9DL - 1.4EQ 1.05DL + 1.275LL - 1.4EQ Soil Load Cases Considered: 1.ODL 1.ODL + LOLL + 1.OWL 1.ODL + 1.OLL 1.ODL 1.ODL + LOLL + 1.OSL 0.667DL - 1.OWL + LOLL - 1.OWL 1.ODL + 0.667DL + 1 -OWL 0.667DL + 1.OEQ 1.OLL + 1.OEQ 0.667DL 1.ODL + LOLL - 1.OEQ - 1.OEQ Un -Factored Loads, ft -kips: Dead Load FY MZ Live Load Wind Load Seismic Load Other Load Col MM: 1 1.29 0.00 FY MZ 1.44 0.00 FY 3.43 MZ FY MZ FY MZ 0.00 2.790.00 Wall :2 Column:3 2.60 0.00 0.00 2.75 0.00 0.00 0:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -3.43 0.00 -2.79 0.00 0.00 0.00 Total Vertical Contact Forces: 1.ODL 1.ODL + LOLL = 5.803 kips 1.ODL + LOLL + 1.OSL = 9.993 kips = 9.993 kips 1.ODL + LOLL + 1.OWL = 9.993 kips. 1.ODL + LOLL - 1 -OWL ="9.992 kips 0.667DL + 1.OWL = 4.507 kips 0.667DL - 1.OWL = 4.507 kips 1.O.DL + 1.OLL + 1.OEQ = 9.993 kips 1.ODL + 1.OLL - 1.OEQ = 9.992 kips 0.667DL + 1.OEQ = 4.507 kips 0.667DL - 1.OEQ = 4.507 kips Envelope Case = 9.993 kips Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:42:05 AM Footing Id: F -E Page: 3 4 Cdl kl11#2 Col#3. 'moi ,i 0 -ft. I FS #1 FS #2 3.6 kips V, kips 0 -4.1 kips 3.9 ft -kips M, .ft -kip 0 , -2.8 ft -kips 1,798 psf Bearing psf ; 0 Defl, in. 0 0.400" FS #3 6 -ft. �2 Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:42:07 AM Company Info R. C. E. Project Info 3060 Thorntree; Suite 10 (Project: McCune Residence Chico, CA, 95973 (Location: Phone: (530) 894-8833 1 Fax: (530) 894-8882 (Client: E-mail: cj@spydersoftware.com (Job No.: 2005.007 Line E (Footing Id: F-E.2 FOUNDATION PARAMETERS Material Properties: Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield', f'c, psi Cover, in. Cover, in. F Section: 1 2,500 y, ksi Section: 2 HardRock 3.00 2.00 2,500 HardRock 3.00 40 Section: 3 2,500 2.00 40 HardRock 3.00 2.00 40 Footing Section Geometry, (Stiffnesses based on computed effective stiffness, Ie): Length, ft. Width, ft. Section: 1 1.00 Depth, inches Section: 2 2'00 9.00 1.00 12.00 Section: 3 1.00 12.00 2.00 12.00 Column 6 Wall Data: Type Center Length Width ft. in. in. Column 1 Other 0.25 3.00 Column 3 Other 9.00 3.00 3.00 3.00 Type Center Length Width Height Density Use Wall 2 Walft. ft. in. ft. Conc. 5.50 11.00 pcf Stiffness? 6.00 2.00 150 Yes Soil Bearing Results, psf (actual / allowable): Section: 1 1Gravity 1C1, /95ase Wind Cas9 Seismic Case Section: 2 1,352 / 1,500 1,704 / 1,995 1'734 / 1.995 Section: 3 1,011 / 1,5001,396 / 1,995 1,632 / 1,995 1,310 / 1,995 Beam Shear Stresses: Section: 1 Section: 2 .....•....•.••••.. " • •.•• 18.25 psi Stirrups not required Section: 3 " " " •••• 33.25 psi Stirrups not required " " " -••-•• 13.35 psi Stirrups not required Punching Shear Stresses: Column : 1 Wall 2 20.73 psi Column 3 0.00 psi 11.59 psi Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:42:07 AM Footing Id: F -E.2 Page: 2 Reinforcing Standards per ASTM -A615 Live Load Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel Transverse Sections: inz, Design inz, Design inz/ft, Spacing Section: 1 1.4EQ MZ Wall :2 5.73 Soil.Load Cases Considered: Strength:.. 0.00 0-#4 0.03 1-#4 0.04 #4 @ 60.2in. Section: 2 1.ODL + 1.OLL + 1.OSL 0.667DL - 1.OWL + 1.ODL + Strength:.. 0.00 0-#4 0.12 1-#4 0.00 -....N/A.... Section: 3 1.ODL + 1.OLL - 1.OEQ Strength:.. 0.00 0-#4 0.00 0-#4 0.03 #4 @ 80.9in. Walls: Wall: 2 Strength:.. 0.12 1-#4 Note: Strength = Steel Required for Strength.. Loading Parameters: Stirrups inz, Spacing Not Regd.' .. Not Reqd... Not Regd:.. Concrete Design Ultimate Strength Load Cases Considered: Live Load 1.4DL 1.05DL 1.4DL + + 1.275LL + 1.275WL 1.05DL 1.7LL + 1.275LL 1.4DL + 1.7LL + 1.7SL 0.9DL - 1.3WL 1.05DL - 1.275WL + 1.275LL + 1.4EQ 0.9DL + 1.05DL 1.3WL + 1.275LL - 1.4EQ 0.9DL + 1.4EQ 0.9DL - 1.4EQ MZ Wall :2 5.73 Soil.Load Cases Considered: 0.00 0.00 0.00 1.ODL 1.ODL + 1.OLL + 1.ODL + 1.OWL 1.ODL 1.OLL 1.ODL + 1.OLL + 1.OSL 0.667DL - 1.OWL + 1.ODL + LOLL - 1.OWL 1.OLL 0.667DL + 1.OWL 0.667DL + 1.OEQ 0.667DI, + 1.OEQ - 1 nFn 1.ODL + 1.OLL - 1.OEQ Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY Column:1 0.00 MZ 0.00 FY 0.00 MZ 0.00 FY 3.34 MZ 0.00 FY MZ FY MZ Wall :2 5.73 0.00 6.03 0.00 0.00 0.00 2.66 0.00 0.00 0.00 0.00 0.00 0.00 Column:3 0.00 0.00 0.00 0.00 -3.34 0.00 -2.66 0.00 0.00 0.00 0.00 Total Vertical Contact Forces: 1.ODL 1.ODL + 1.OLL 1.ODL + 1.OLL + 1.OSL 1.ODL + 1.OLt + 1.OWL 1.ODL + 1.OLL - 1.OWL 0.667DL + 1.OWL 0.667DL - 1.OWL 1.ODL + 1.OLL + 1..OEQ 1.ODL + LOLL - 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ Envelope Case = 9.330 kips = 15.360 kips = 15.360 kips = 15.360 kips = 15.360 kips = 7.422 kips = 7.422 kips = 15.360 kips = 15.-360 kips = 7.422 kips = 7.422 kips = 15.360 kips Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/200510:42:07 AM Footing Id: F -E.2 Page: 3 Vcbd1#Y Col#3 I!I v I! .I f !I Y it V" ,I I!I VA v 1 VI 0 -ft. r J # 1 FS#2 FS #3 3.9 kips 11 -ft. V, kips OE7 -3.9 kips 11.2 -ft -kips M, ft -kip 0 -10.5 ft -kips 1,822 psf Bearing psf 0 Defl, in. 0 0.405" Z Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software Company Info R. C. E. JProject: 3060 Thorntree; Suite 10 Location: Chico, CA, 95973 Phone: (530) 894-8833 ]Client: Fax: (530) 894-8882 lJob No.: E-mail: cj@spydersoftware.com IFooting Id Line G FOUNDATION PARAMETERS Material Properties: 12/20/2005 10:42:08 AM Project Info McCune Residence 2005.007 F -G Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield f'c, psi Cover, in. Cover, in. Fy, ksi Section: 1 2,500 HardRock 3.00 2.00 40 Section: 2 2,500 HardRock 3.00 2.00 40 Section: 3 2,500 HardRock 3.00 2.00 40 Footing Section Geometry, (Stiffnesses based on computed effective stiffness, Ie): Length, ft. Width, ft. Depth, inches Section: 1 1.00 2.00 12.00 Section: 2 4.75 1.67 12.00 Section: 3 1.00 2.00 12.00 Column S Wall Data: Type Center Length Width ft. in. in. Column 2 Other 2.50 3.00 3.00 Column 3 Other 0.25 3.00 3.00 Column 4 Other 6.25 3.00 3.00 Type Center Length Width Height Density Use ft. ft. in. ft. pcf Stiffness? Wall 1 Stud 3.25 6.50 6.00 9.00 34 No Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 357 / 1,500 802 / 1,995 803 / 1,995 Section: 2 1,085 / 1,500 1,396 / 1;995 1,396 / 1,995 Section: 3 1,340 / 1,500 1,936 / 1,995 1,937 / 1,995 Beam Shear Stresses: Section: 1 ........................... 21.48 psi Stirrups not required Section: 2 ........................... 23.12 psi Stirrups not required Section: 3 ........................... 16.99 psi Stirrups not required Punching Shear Stresses: Wall 1 ........................... 0.00 psi Column 2 ........................... 12.90 psi Column 3 ........................... 20.96 psi Column 4 ........................... 9.14 psi r0B Foot2000 v2.1.71, Footing Id: F -G Copyright © Page: 2 1999-2004 Spyder Software, 12/20/2005 10:42:08 AM f Reinforcing Standards per ASTM -A615 Seismic Load Other Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel Transverse Stirrups Sections: int, Design in 2, Design inz/ft, Spacing inz, Spacing Section: 1 0.00 1.48 0.00 0.00 0.00 Strength:.. 0.12 1-#4 0.12 1-#4 0.02#4 @ 136.Oin. Not Regd.:. Section: 2 0.00 0.00 -3.41 0.00 -3.41 Strength:.. 0.31 2-#4 0.31 2-#4 0.00 -....N/A.... Not Reqd... Section: 3 0.00 3.41 0.00 3.41 0.00 Strength:.. 0.05 1-#4 0.03 1-#4 0.05 #4 @ 52.5in. Not Regd..: Note: Strength = Steel Required for Strength.. Loading Parameters: Concrete Design Ultimate Strength Load Cases Considered: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 1.05DL + 1.275LL - 1.275WL 0.9DL + 1.3WL 0.9DL - 1.3WL 1.05DL + 1.275LL + 1.4EQ 1.05DL-+ 1.275LL - 1.4EQ 0.9DL + 1.4EQ 0.9DL - 1.4EQ Soil Load Cases Considered: 1.ODL 1.ODL + 1.OLL 1.ODL + LOLL + 1.OSL 1.ODL + LOLL + 1.OWL 1.ODL + LOLL - 1.OWL 0.667DL + 1.OWL 0.667DL - 1.OWL 1.ODL + LOLL + 1.OEQ 1.ODL + LOLL - 1.OEQ 0.667DL + 1.OEQ 0.667DL - l.OEQ Un -Factored Loads, ft -kips: Total Vertical Contact Forces: 1.ODL 1.ODL + 1.OLL 1.ODL + LOLL + 1.OSL 1.ODL + LOLL + 1.OWL 1.ODL + LOLL - 1.OWL 0.667DL + 1.OWL 0.667DL - 1.OWL 1.ODL + LOLL + 1.OEQ 1.ODL + LOLL - 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ Envelope Case = 6.654 kips = 9.384 kips = 9.384 kips = 9.384 kips = 9.384 kips = 5.366 kips = 5.366 kips = 9.384 kips = 9.384'kips = 5.366 kips = 5.366 kips = 9.384 kips Dead Load Live Load Wind Load Seismic Load Other Load FY MZ FY MZ FY MZ FY MZ FY MZ Wall :1 2.04 0.00 1.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Column:2 0.00 0.00 0.00 0.00 -3.41 0.00 -3.41 0.00 0.00 0.00 Column:3• 0.00 0.00 0.00 0.00 3.41 0.00 3.41 0.00 0.00 0.00 Column:4 1.83 0.00 1.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total Vertical Contact Forces: 1.ODL 1.ODL + 1.OLL 1.ODL + LOLL + 1.OSL 1.ODL + LOLL + 1.OWL 1.ODL + LOLL - 1.OWL 0.667DL + 1.OWL 0.667DL - 1.OWL 1.ODL + LOLL + 1.OEQ 1.ODL + LOLL - 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ Envelope Case = 6.654 kips = 9.384 kips = 9.384 kips = 9.384 kips = 9.384 kips = 5.366 kips = 5.366 kips = 9.384 kips = 9.384'kips = 5.366 kips = 5.366 kips = 9.384 kips 0 -ft. I FS #1 FS #2 4.4 kips V, kips 0 -4.6 kips • 7.9 ft -kips M, ft -kip 0 -8.9 ft -kips Bearing psf 0 Defl, in. 0 FS # 6.75 -ft. 1,937 psf 0.430" N Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:42:09 AM FZZ Company Info I Project Info R. C. E. 1Project: McCune Residence 3060 Thorntree; Suite 10 (Location: Chico, CA, 95973 I Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2005.007 E-mail: cj@spydersoftware.com (Footing Id: F -G.2 Line G FOUNDATION PARAMETERS Material Properties: Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield f'c, psi Cover, in. Cover, in. Fy, ksi Section: 1 2,500 HardRock 3.00 2.00 40 Section: 2 2,.500 HardRock 3.00- 2.00 40 Footing Section Geometry, (Stiffnesses based on computed effective stiffness, Ie): Length, ft. Width, ft. Depth, inches Section: 1 1.00 2.00 12.00 Section: 2 5.00 1.67 12.00 Column 6 Wall Data: Type CenterLength Width ft. in. in. Column : 2 Other 2.50 3.00 3.00 Column 3 Other 0.25 3.00 3.00 Column 4 Other 5.75 3.00 3.00 Type Center Length Width Height. Density Use ft. ft. in. ft. pcf Stiffness? Wall 1 Stud 3.00 6.00 6.00 9.00 34 No Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 1,182 / 1,500 1,886 / 1,995 1,887 / 1,995 Section: 2 1,160 / 1,500 1,839 / 1;995 1,839 / 1,995 Beam Shear Stresses: Section: 1 ........................... 33.39 psi Stirrups not required Section: 2 ........................... 30.06 psi Stirrups not required Punching Shear Stresses: Wall 1 ........................... 0.00 psi Column 2 14.15 psi Column 3 ........................... 33.70 psi Column 4 17.60 psi Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/2005 10:42:09 AM Footing Id: F-G.2 Page: 2 tt Reinforcing Standards per ASTM-A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Sections: int, Bottom Steel Transverse Stirrups Design Section: 1 in 2, Design int/ft, Spacing in=, Spacing, Strength:.. 0.17 1-#4 0.07 1-#4 0.04 #4 @ 55.5in. Section: 2 - Not Regd... Strength:.. 0.37 2-#4 0.17 1-#4 0.00-....N/A.... Not Regd... Note: Strength = Steel Required for Strength.. Loading Parameters: Concrete Design Ultimate Strength Load Cases Considered: 1.4DL 1.05DL + 1.275LL + 1.275WL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL - 1.275WL 0.9DL - 1.3WL 0.9DL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.4EQ 1.05DL + 1.275LL - 1.4EQ + 1:4EQ 0.9DL - 1.4EQ Soil Load Cases Considered: 1.ODL 1.ODL + 1.OLL + 1.OWL 1.ODL + 1.OLL 1.ODL + 1.OLL + 1.0 SL 1.ODL + LOLL - 1-OWL 0.667DL - 1-OWL 0.667DL + 1:OWL 1.ODL + 1.OLL + 1.OEQ 1.ODL + 1.011, - 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ Un-Factored Loads, ft-kips: Dead Load Live Load Wind Load Seismic Load Other Load FY MZ Wall :1 1.96 0.00 FY MZ FY MZ FY MZ FY 1.43 0.00 0.00 0.00 0.00 IMZ Column: 2. 0.00 0.00 Column:3 0.00 0.00 0.00 0.00 -3.41 0.00 -3.41 0.00 0.00 0.00 0.00 1.83 0.00 Column:4 1.74 0.00 1.25 0.00 3.41 0.00 3.41 0.00 0.00 1.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total Vertical Contact Forces: 1.ODL = 8.000.kips 1.ODL + LOLL = 11.770 kips 1.ODL + 1.OLL + l.OSL = 11.770 kips 1.ODL + 1.OLL + 1.OWL = 11.770 kips 1.ODL + LOLL - 1.OWL = 11.770 kips 0.667DL + 1-OWL = 6.159 kips 0.667DL - 1-OWL = 6.159 kips 1.ODL + 1.OLL + 1.OEQ = 11.770 kips 1.ODL + 1.OLL - l.OEQ = 11.771 kips 0.667DL + 1.OEQ = 6.159 kips 0.667DL - 1.OEQ = 6.159 kips Envelope Case = 11.771 kips -Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 12/20/200510:42:09 AM ' Footing Id: F7G.2 Page: 3 r - x - I . r wow Col#2 > C#4 0-ft: FS #1 FS #2 • 6-ft. V, kips4.0 ips - -7.2 kips M ft-kipE 4.5 ft-kips. .40.6 ft-kips J 1,887 psf, . Bearing psf, ' 0 Defl, in.. 0.419"' To specify your own Title McCune Page: Q special title block here, Job # 2005.007 Dsgnr: Date: AUG 8,2005 use the "Settings" screen Description..... and enter your title block information. This Wall in File:1loftolc%Work120051007-McCunelwall.r 5 Retain Pro 6.1e, 8 -July -2004, (c)1989-2004 Restrained Retainin Wall Design Registration # : RP -1134905 9 g Code: CBC 2001 Criteria Soil Data Footing Strengths & Dimensions Retained Height = 6.00 ft Wall height above soil = 0.00 ft Total Wall Height = 6.00 ft Top Support Height = 6.00 It Slope Behind Wal = 0.00: 1 Height of Soil over Toe = 0.00 in Water height over heel = 0.0 ft Wind.on Stem = 0.0 psf Surcharge Loads Surcharge Over Heel = 0.0 psf >>>Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Axial Load Applied to Stem , Axial Dead Load = 300.0 lbs Axial Live Load = 200.0 lbs Axial Load Eccentricity = 0.0 in Earth Pressure Seismic Load 108 136 ft-# [Stem Weight Seismic Load 4.30 2.63 psi Design Summary 76.03 Total Bearing Load = 1,910 lbs ...resultant ecc. = 0.58 in Soil Pressure @ Toe = 816 psf OK Soil Pressure @ Heel = 1,094 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,014 psf ACI Factored @ Heel = 1,358 psf Footing Shear @ Toe = 4.3 psi OK Footing Shear @ Heel = 2.6 psi OK Allowable = 76.0 psi Reaction at Top = 330.0 lbs Reaction at Bottom = 1,017.5 lbs Sliding Caics Slab Resists All Sliding Lateral Sliding Force = 1,017.5 lbs Footing Design Results = 1,500.0 psf Equivalent Fluid Pressure Method Factored Pressure = Toe 1,014 Toe Active Pressure eel 1,358 psf Mu': Upward = 130 622 ft-# Mu': Downward = 23 486 ft-# Mu: Design = 108 136 ft-# Actual 1 -Way Shear = 4.30 2.63 psi Allow 1 -Way Shear = 76.03 76.03 psi Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 55.0 psf/ft Toe Active Pressure = 30.0 psf/ft. Passive Pressure = 389.0 psf/ft Soil Density = 110.00 pcf FootingIlSoil Frictior = 0.400 Soil height to ignore Eccentricity = for passive pressure = 12.00 in Uniform Lateral Load Applied to Stem Lateral Load = 0.0 #/ft ...Height to Top = 0.00 It ...Height to Bottorr = _ 0.00 ft Toe Width = 0.50 ft Heel Width = 1.50 Total Footing Widtt = 2.00 Footing Thickness = 12.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 2.00 ft . fc = 2,000 psi Fy = 40,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top = 2.00 in @ Btm.= 3.00 in Adjacent Footing Load Adjacent Footing Load = 0.0 lbs Footing Width = 0.00 ft' Eccentricity = 0.00 in Wall to Fig CL Dist = 0.00 ft Footing Type Line Load Base Above/Below Soil at Back of Wall = 0.0 ft Kh Soil Density Multiplier = 0.200 g Added seismic per unit area 0.0 psf Kh Weight Multiplier = 0.000 g Added seismic per unit -area = 0.0 psf Concrete Stem Construction Thickness = 6.00 in Fy = 40,000 psi Wall Weight = 75.0 psf fc = 2,500 psi Stem is FREE to rotate at top of footing @ Top Support Design height = Rebar Size = Rebar Spacing = Rebar Placed at' _ Rebar Depth 'd' _ Design Data fb/FB + fa/Fa _ Mu:...Actual Mn' Phi..... Allowable = Shear Force @ this height = Shear ..... Actuaf = Shear..... Allowable = Rebar Lap Required ' - _ Hooked embedment into footing Stem OK 6.00 ft # 4 16.00 in Center 3.00 in 0.000 0.0 ft-# 1,296.9 ft-# 528.0 lbs 14.67 psi 85.00 psi 20.80 in Other Acceptable Sizes & Spacings: Toe: # 4 @ 16.00 in -or- Heel:# 4 @ 16.00 in -or- Key: -No key defined -or- Mmax Between Top & Base Stem OK 2.53 ft # 4 16.00 in Center 3.00 in 0.940 1,219.4 ft-# 1,296.9 ft-# 20.80 in Not req'd, Mu < S . Fr Not req'd, Mu < S ' Fr No key defined @ Base of Wall Stem OK 0.00 ft # 4 16.00 in Center 3.00 in 0.000 0.0 ft-# 1,296.9 ft-# 1,056.0 lbs 29.33 psi 85.00 psi 6.26 in To specify your own Title McCune Page: !�� special title block here, , use the "Settings" screen Job # : 2005.007 Dsgnr: Date: AUG 8,2005 Description.... and enter your title block information. Retain Pro 6.1 l�l,s8s-2ooa This Wall in File:\loftolckWorkl20051007-McCunelwall.r 5 Registration # : RP-1134905 Restrained Retaining : P-11 4905 Wall Design 9Code: CBC 2001 Summary of Forces on Footing : Slab RESISTS sliding, stem is PINNED at footing 'Forces acting on footing soil pressure (taking moments about front of footing to find eccentricity)" Surcharge Over Heel = lbs it ft-# Axial Dead Load on Stem = 500.Olbs 0.75 ft 375.Oft-# Soil Over Toe = lbs ft ft-# Adjacent Footing Load = lbs ft ft-# Surcharge Over Toe = lbs ft ft-# Stem Weight = 450.Olbs 0.75 ft 337.5ft-# Soil Over Heel = 660.Olbs' 1.50 ft 990.0ft-# Footing Weight = 300.Olbs 1.00 ft 300.0ft-# Total Vertical Force = 1,910.Olbs Moment = 2,002.5ft-# Net Moment User For Soil Pressure Calculations -92.5 ft-# s." 2'-0" To specify your own special title block here, Title McCune Page: V1S use the "Settings" screen Job # 2005.007 Dsgnr: Date: AUG 10,2005 Description.... and enter your title block information. Retain Pro 8.1e, 8 -July -2004, (c)1989-2004 This Wall in File: IlottolclWorkl20051007-McCunelwall.r 5 Registration#: RP -1134905 Restrained Retaining Wall Design Code: CBC 2001 Criteria Soil Data Footing Strengths & Dimensions Retained Height = 5.00 ft Wall height above soil = 0.00 ft Total Wall Height = 5.00 ft Top Support Height = 5.00 ft Slope Behind Wal = 0.00: 1 Height of Soil over Toe = 6.00 in Water height over heel = 0.0 ft Wind on Stem = 0.0 psf Surcharge Loads Surcharge Over Heel = 0.0 psf -Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load = 300.0 Ibs Axial Live Load = 200.0 lbs Axial Load Eccentricity = 0.0 in Earth Pressure Seismic Load Stem Weight Seismic Load Design Summa-77ry Total Bearing Load = 2,278 lbs ...resultant ecc. = 3.68 in Soil Pressure @ Toe = 1,382 psf OK Soil Pressure @ Heel = 274 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe 1,707 psf ACI Factored @ Heel = 339 psf Footing Shear @ Toe = 6.6 psi OK Footing Shear @ Heel = 1.0 psi OK Allowable = 76.0 psi Reaction at Top = 229.0 lbs Reaction at Bottom = 757.2 Ibs Sliding Stability Ratio = 1.52 OK Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 757.2 Ibs less 100% Passive Force= - 243.1 lbs less 100% Friction Force= - 911.0 Added Force Req'd = 0.0 lbs OK ....for 1.5: 1 Stability = 0.0 Ibs OK Footing Design Results 4eel Factored Pressure = Toe 1,707 339 psf Mu': Upward = 203 963 ft-# Mu': Downward = 31 1,286 ft-# Mu: Design = 172. 323 ft-# Actual 1 -Way Shear = 6.55 1.01 psi Allow 1 -Way Shear = 76.03 76.03 psi Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 55.0 psf/ft Toe Active Pressure = 30.0 psf/ft Passive Pressure = 389.0 psf/ft Soil Density = 110.00 pcf FootingIlSoil Frictior = 0.400 Soil height to ignore 0.00 in for passive pressure = 12.00 in Uniform Lateral Load Applied to Stem Lateral Load = 0.0 #/ft ...Height to Top = 0.00 ft ...Height to Bottorr = 0.00 ft Toe Width = 0.50 ft Heel Width = 2.25 Total Footing Widtt = 2,75 Footing Thickness = 12.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 2.00 It fc = 2,000 psi FY = .'40,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top = 2.00 in @ Btm.= 3.00 in Adjacent Footing Load Adjacent Footing Load = 0.0 lbs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Fig CL Dist = 0.00 ft Footing Type Line Load Base Above/Below Soil at Back of Wall = 0.0 ft Kh Soil Density Multiplier = 0.200 g Added seismic per unit area = 0.0 psf Kh Weight Multiplier = 0.000 g Added seismic per unit area = 0.0 psf Concrete Stem Construction Thickness = . 6.00 in Fy = 40,000 psi Wall Weight = 75.0 psf fc = 2,500 psi Stem is FREE to rotate at top of footing Design height Rebar Size Rebar Spacing Rebar Placed at Rebar Depth 'd' Design Data fb/FB + fa/Fa = Mu .... Actual = Mn " Phi..... Allowable = Shear Force @ this height = Shear..... Actual = Shear..... Allowable = Rebar Lap Required = Hooked embedment into footing @ Top Support Stem OK 5.00 ft # 4 = 16.00 in Center 3.00 in 0.000 0.0 ft-# 1,296.9 ft-# 366.5 Ibs 10.18 psi 85.00 psi 20.80 in Mmax Between Top & Base Stem OK 2.11 ft # 4 16.00 in Center 3.00 in 0.544 705.1 ft-# 1,296.9 ft-# 20.80 in Other Acceptable Sizes & Spacings: Toe: # 4 @ 18.00 in -or- Not req'd, Mu < S ' Fr Heel:# 4 @ 18.00 in -or- Not req'd, Mu < S' Fr Key: No key defined -or- No key defined @ Base of Wall Stem OK 0.00 ft # 4 16.00 in Center 3.00 in 0.000 0.0 ft-# 1,296.9 ft-# 727.5 lbs 20.21 psi 85.00 psi 6.26 in To specify your own Title McCune Page: —4 special title block here, Job # 2005.007 Dsgnr: Date: AUG 10,2005 use the "Settings" screen Description.... and enter your title block information. • This Wall in File: llottolclWorkl20051007-McCunelwall.r 5 Retain Pro 6.1 0a, ic�lsas-2ooa Restrained Retaining Wall Design Registration # : RPP -1-1 1 1 3449905 g Code: CBC 2001 Summary of Forces on Footing : Slab is NOT resisting sliding, stem is PINNED at footing Forces acting on footing for overturning, sliding, & soil pressure Lateral Distance Moment Vertical Lateral Distance Moment Overturning Moments... lbs ft ft-# Resisting Moments... the the sr p a Stem Shear @ Top of Footing = -454.7 1.00 Heel Active Pressure = -302.5 0.48 Sliding Force = 757,2 Overturning Moment = Footing Stability Ratio 569.38 Net Moment Used For Soil Pressure Calculations -454.7 -146.7 -601.4 697.9 ft-# Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe Surcharge Over Toe = Stem Weight Soil Over Heel = Footing Weight = Total Vertical Force 500.0 0.75 375.0 27.5 0.25 6.9 375.0 0.75 281.3 962.5 1.88 1,804.7 412.5 1.38 567.2 2,277.5 lbs Resisting Moment = 3,035.0 6." 6." 1 6."( @Toe #4@18.in 16" 1_ 2'-3" @ Heel 2'-9" R7 To specify your own Title McCune Residence special title block here, Page: Job # :2005.007 Dsgnr: Date: AUG 10,2005 use the "Settings" screen Description.... and enter your title block information. This Wall in File: XlottolclWorkl20051007-McCunelwall. 5 Retain.Pro 6.1 e, s.l�ly-zoos, i�ilsss-2ooa Restrained Retaining Registration # : RP -1134905 9 Wall Design 9 Code: CBC 2001 Criteria Retained Height = 4.00 ft Wall height above soil = 0.00 ft Total Wall Height = 4.00 ft Top Support Height = 4.00 ft Slope Behind Wal = - 0.00: 1 Height of Soil over Toe = 6.00 in Water height over heel = 0.0 ft Wind on Stem = 0.0 psf Surcharge Loads Surcharge Over Heel = 0.0 psf > -Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Axial Load Applied to Stem --� Axial Dead Load = 300.0 lbs Axial Live' Load = 200.0 lbs Axial Load Eccentricity = 0.0 in Earth Pressure Seismic Load Stem Weight Seismic Load Design Summary 7111111111111111111 Total Bearing Load = 1,568 lbs ...resultant ecc. = 3.14 in Soil Pressure @ Toe = 1,398 psf OK Soil Pressure @ Heel = 169 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,749 psf ACI.Factored @ Heel = 212 psf Footing Shear @ Toe = 6.4 psi OK Footing Shear @ Heel = 1.0 psi OK Allowable = 76.0 psi Reaction at Top = 146.5 lbs Reaction at Bottom = 537.2 lbs Sliding Stability Ratio = 1.62 OK Sliding Calcs ertical Component NOT Used) Lateral Sliding orce = 537.2 lbs less 100% Passive Forces - 243.1 lbs less 100% Friction Force= - 627.0 Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 0.0 lbs OK Footing Design Results Line Load Factored Pressure = Toe eel 1,749 212 psf Mu': Upward = 203 234 ft-# Mu': Downward = 31 354 ft-# Mu: Design = 172 120 ft-# Actual 1 -Way Shear = 6.43 0.98 psi Allow 1 -Way Shear = 76.03 76.03 psi Soil Data Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 55.0 psf/ft Toe Active Pressure = 30.0 psf/ft Passive Pressure = 389.0 psf/ft Soil Density = 110.00 pcf FootingilSoil Frictior = 0.400 Soil height to ignore = 2.00 ft for passive pressure = 12.00 in Uniform Lateral Load Applied to Stem. Lateral Load = • 0.0 #/ft ...Height to Top = .0.00 ft ...Height to Bottorr = 0.00 ft Footing Strengths & Dimensions Toe Width = 0.50 ft Heel Width = 1.50 Total Footing Widtt = 2.00 Footing Thickness = 12.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 2.00 ft fc = 2,000 psi Fy = 40,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top = 2.00 in @ Btm.= 3.00 in Adjacent Footing Load Rebar Placed at = Adjacent Footing Load = 0.0 lbs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist = 0.00 ft Footing Type Line Load Base Above/Below Soil fb/FB + fa/Fa = at Back of Wall = 0.0 ft Kh Soil Density Multiplier = 0.200 g Added seismic per unit area = 0.0 psf Kh Weight Multiplier = 0.000 g Added seismic per unit area = 0.0 psf Concrete Stem Construction Thickness = 6.00 in Fy = 40,000 psi Wall Weight = 75.0 psf fc = 2,500 psi Stem is FREE to rotate at. top of footing Mmax Between @ Top pport Support Top & Base @ Base of Wall Stem OK Stem OK Stem OK Design height = 4.00 ft 1'.69 ft 0.00 ft Rebar Size = # 4 # 4 # 4 Rebar Spacing = 16.00 in 16.00 in 16.00 in Rebar Placed at = Center Center Center Rebar Depth 'd' t = 3.00 in 3.00 in 3.00 in Design Data fb/FB + fa/Fa = 0.000 0.278 0.000 Mu .... Actual = 0.0 ft-# 360.7 ft-# 0.0ft-# MnPhi..... Allowable = 1,296.9 ft-# 1,296.9 ft-# 1,296.9ft-# Shear Force @ this height = 234.4 Ibs 463.6 lbs Shear..... Actual = 6.51 psi 12.88 psi Shear..... Allowable = 85.00 psi 85.00 psi Rebar Lap Required = . 20.80 in 20.80 in Hooked embedment into footing = 6.26 in Other Acceptable Sizes & Spacings: Toe: # 4 @ 18.00 in -or- Not req'd, Mu < S " Fr Heel:# 4 @ 18.00 in -or- Not req'd, Mu < S' Fr Key: No key defined -or- No key defined To specify your own special title block here, Title : McCune Residence Page: 10 • screen use the "Settings" Job # 2005.007 Dsgnr: Description.... Date: AUG 10,2005 and enter your title block = information. • Retain Pro 6.1e, 8 -July -2004, (c)1989-2004 This Wall in File: I1oftolc%Work\20051007-McCunelwall.r 5 Registration # : RP -1 134905 Restrained Retaining Wall Design Code: CBC 2001 Summary of Forces on Footing : Slab is NOTresisting sliding, stem is PINNED Forces acting on footing for overturning, sliding, 8, at footing soil pressure Overturning Moments... Lateral . Distance Moment ft ft-# Vertical Lateral Resisting Moments... Distance Moment Stem Shear @ Top of Footing = -289.7 1.00 -289.7 lbs lbs ft ft-# Heel Active Pressure = -247.5 0.48 -119.2 Surcharge Over Heel - Sliding Force = 537.2 Adjacent Footing Load = Overturning Moment = -408.9 Axial Dead Load on Stem = 500.0 0.75 Footing Stability Ratio 391.88 Soil Over Toe = 27.5 375.0 0.25 Net Moment Used For Soil Pressure Calculations -Surcharge Over Toe = 6.9 409.5 ft-# Stem Weight = 300.0 0.75 225.0 Soil Over Heel = 440.0 1.50 660.0 Footing Weight = 300.0 1.00 300.0 Total Vertical Force = 1,567.5 lbs Resisting Moment = 1,566.9 6." 6." i 6." 1 @Toe '#4@18.in 6 9'_6" @ Heel 2'-0" A AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 2 -Dec -2005 2005-0073461 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this.property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date//// 0 J State of California County of awuda PROPERTY OWNERS: nd Oni(MUi(r -(-4, oX before me, personally appeared_personally known to me (or proved to me on the basis of satisfactoryevidence) tcVbe the persons) whose name(s)ware subscribed to the within instrument and acknowledged to me that 4gl&lWthey executed the same in 1 si.her ffieir authorized capacity(ies), and that by.hisEhtrrAheir signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my han td oiiici seal. Signature - Seal: OOMNMron 114"M A.P. # NOay P400 • C000ft BoIMs CIO�a COtadl► M�tConlnfr �M�/1u01 Z. ORDER NO. BU -167485 LP DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP., RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY. OF 'BUTTE, STATE OF CALIFORNIA, ON AUGUST 12, 1998, IN BOOK 144 OF MAPS, AT PAGES) 55 AND 56. RESERVING THEREFROM A NON-EXCLUSIVE PUBLIC EASEMENT FOR INGRESS, EGRESS, ROAD AND PUBLIC UTILITIES AS .SHOWN ON SAID MAP: PARCEL II: A NON-EXCLUSIVE PUBLIC EASEMENT FOR INGRESS, EGRESS, ROAD AND PUBLIC UTILITIES OVER PARCELS 1 AND 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 12, 1998, IN BOOK 144 OF .MAPS, AT PAGE(S) 55 AND 56'. PARCEL III: AN EASEMENT OVER A STRIP OF LAND IN SECTIONS 17 AND 18, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M., BEING 60 FEET IN WIDTH AND LYING 30 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT.A POINT IN THE CENTER OF THE EXISTING HUMBUG ROAD IN SAID SECTION 18 FROM WHICH POINT THE NORTHEAST CORNER THEREOF BEARS NORTH 04 DEG. 20' 45" EAST, 1818.50 FEET BY TRUE MERIDIAN; THENCE FROM SAID POINT OF BEGINNING, NORTH 14 DEG. 12' 30" EAST, 816.20 FEET ALONG AN EXISTING PRIVATE ROAD TO A POINT IN SAID SECTION 17; THENCE SOUTH 76 DEG'. 53' 30" EAST, 390.00 FEET ALONG AN EXISTING PRIVATE ROAD AND BRIDGE TO A POINT.ON THE EASTERLY SIDE OF BUTTE CREEK; THENCE SOUTH 11 DEG. 22' 35" WEST, 212.00 FEET ALONG AN EXISTING PRIVATE ROAD TO A POINT ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF THE. NORTHWEST QUARTER OF SAID SECTION 17. EVELIIN coo M COnMnbdon • 1434580 -r' N t" . CaMomla kwft Clara Cm*. ��M V CO NV I2.2ON7 i Whent recorded: return to: County of Butte Department .of Development Services. Building Division 7 County Center. Drive Oro ville, CA 95965=3397 COPY of Document Recorded 2 -Dec -2005 .'. 2005-0073462 Has not been compared.rith original BUTTE COUNTY RECORDER Space above for (rev.7/05) Owner Name:, Terry R. McCune and Nancy H. McCune Building Permit No: 06-2390 (Studio) der's Use DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS, on this 3rd day of November, 2005 Terry R. McCune and. Nancy H. McCune hereinafter referred to as owner(s), is the record owner of the following real property: . 12679 Merritt Horninq Rd. Chico, Calif. and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred'to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County .Department of Development Services is acting on behalf of the People of Butte County; and III. WHEREAS, the owner" applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 05-2390 was applied for on September 09, 2005 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V.. WHEREAS, the use allowed by Building Permit No. 05-2390 has been.rev.iewed and approved for only the limited purposes set forth below; and e HnIIE conmix KECGKDEK OLxdxug; 1192 vo; pssu cc wb9i.sq Ayip 5-.Dsc-5002 5002 •0(933JN5 C016A 01, Locl)wsu f MGcaLgeq VI. WHEREAS, it.is intended that this Deed Restriction and Notice of Limited Use. Facility shall constitute an enforceable restriction. and remain in .effect until a. ' change in use or character of use has been approved by the. Butte County Building Official or a change in law has. occurred, either of which .change allows the uses otherwise restricted herein to be conducted on the real property described herein. Under either circumstance allowing such change in use, Owner shall be entitled to have this Deed Restriction and Notice of Limited Use. Facility rescinded by. the execution of a subsequent document entitled Rescission of Deed Restriction and Notice of Limited Use. Facility by the Director of Development Services; and VII. WHEREAS, Owner acknowledges that Owner will comply with the Limited. use restrictions that. were incorporated. in reviewing and approving .Bui.lding Permit No.. 05-2390 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of. Building Permit No. 05-2390 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited:use facility, asset forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself. and'for his/her heirs, assigns, and successors in interest, acknowledges and agrees .to those restrictions.- This. estrictions:This. limited use facility shall be .utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: no living, sleeping or cooking. If any provision of these restrictions is. held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains inexistence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged Scott R1utherford, , Interim Building ffic' I > j VI. WHEREAS, it.is intended that this Deed Restriction and Notice of Limited Use. Facility shall constitute an enforceable restriction. and remain in .effect until a. ' change in use or character of use has been approved by the. Butte County Building Official or a change in law has. occurred, either of which .change allows the uses otherwise restricted herein to be conducted on the real property described herein. Under either circumstance allowing such change in use, Owner shall be entitled to have this Deed Restriction and Notice of Limited Use. Facility rescinded by. the execution of a subsequent document entitled Rescission of Deed Restriction and Notice of Limited Use. Facility by the Director of Development Services; and VII. WHEREAS, Owner acknowledges that Owner will comply with the Limited. use restrictions that. were incorporated. in reviewing and approving .Bui.lding Permit No.. 05-2390 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of. Building Permit No. 05-2390 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited:use facility, asset forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself. and'for his/her heirs, assigns, and successors in interest, acknowledges and agrees .to those restrictions.- This. estrictions:This. limited use facility shall be .utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: no living, sleeping or cooking. If any provision of these restrictions is. held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains inexistence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged Scott R1utherford, , Interim Building ffic' I s and. agreed .to by .Owner to restrict the use and enjoyment of this. Iimited use facility and shall be binding on Owner and all .his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility . . in.the _Recorder's Office for the. County of Butte as soon as possible after,the date of execution. This document shall be recorded and returned to the . Butte County Department of . Development Services, Building Division prior to the issuance of Building Permit No. 05-2390 DATE: 20 Owner Signature* C Print or T%/Pe Name, -cif Above Owner Signature: Scott Rutherford, Int rim Bui 'ng Offici I pe Name of Above NOTE TO NOTARY PUBLIC: If youare notarizing the signatures of persons, signing on behalf- of a corporation, partnership, trust, etc., .please use the correct notary jurat (acknowledgment) as explained in. your Notary Public Law Book. . STATE OF CALIFORNIA 1 SS. COUNTY OF BUTTE. On khwmhGl- 2, ckM before me, Public, personally appeared TP_rf14. Q Notary p e (of proved. to me on the basis of satisfactory evidence) to be the personWwhose . na,me(�-is/awsubscribed to the within instrument and acknowledged to me that he/sha*tey executed'the same in his/her/their authorized capacityWi and that by his/h®ktt�teir signatureW on the .instrument the person(s), or -the entity upon behalf of which the personksj•acted, executed.the instrument. C.of AM CQMMk" 11434M WITNESS my nd official seal. NOWV �Cdoomo Soft�MI►Domf�. egplde lk 2007 . Sign re STATE OF CALIFORNIA SS. COUNTY OF BUTTE 1M► Public, (Seal) &4w 0 -!amum m pereoTrJffy nown . o hE (or proved to me on the basis of satisfactory evidence) to be the person{<whose name(s) is/subscribed to the within instrument and acknowledged to me that ,,he�he/tWexecuted the same in his/her/their authorized capacit•y(.ietj, and that by his/her/their signature(,sf-on the instrument the person( , or the entity upon behalf of which the person�&'acted, executed the instrument. WITNESS my hand and official seal. Sign Scoff Rutherford, Int rim Bui 'ng Off ial (Seal) This is to certify that. the Deed Restriction. set forth above is: hereby acknowledged by the .'Director of the Department of Development Services: and that. Butte County consents to its recordation thereof. Dated: Scott Rutherfor Interim .Building Official, Department of Development Services STATE OF CALIFORNIA ) SS. . COUNTY OF BUTTE : ) On ILIcvEHBc-Fz 17,cos before me,4 - ►��� , Notary Public, personally appeared. 1Z�;c�oTr Qu-rr+e►zFGRP personally known to me ). to be the.person(Xwhose nameV,is/ap6.subscribed to the:within instrument and acknowledged to me that he/sem/ty(ey executed the same in his//tlje1r authorized capacity(i),. and that by his/Vr/t)Air signature(s'f on the instrument the persono),.or the entiity'upon behalf of. which the person(16 acted, executed'tte instrument. MA MCMUAN WITNESS. my hand and official seal. canmdonv 1"7051 iia" Fdit - CaIMOMb . M ca�nty Mr E1901 comm•. Aa e. M4 (Seal) I ORDER NO. BU -167485 LP DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP., RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY .OF'BUTTE, STATE OF CALIFORNIA, ON AUGUST 12, 1998, IN BOOK 144 OF, -MAPS-, AT PAGES) 55 AND 56. RESERVING THEREFROM A NON-EXCLUSIVE PUBLIC EASEMENT FOR INGRESS, EGRESS, ROAD AND PUBLIC UTILITIES AS .SHOWN ON SAID MAP: PARCEL II: A NON-EXCLUSIVE PUBLIC EASEMENT FOR INGRESS, EGRESS, ROAD AND PUBLIC UTILITIES OVER PARCELS 1 AND 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 12, 1998, IN BOOK 144 OF .MAPS, AT PAGES) 55 AND 5.6 PARCEL III: AN EASEMENT OVER A STRIP OF LAND IN SECTIONS 17 AND 18, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M., BEING 60 FEET IN WIDTH AND LYING 30 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT IN THE CENTER OF THE EXISTING HUMBUG ROAD IN SAID SECTION 18 FROM WHICH POINT THE NORTHEAST CORNER THEREOF BEARS NORTH 04 DEG. 20' 45" EAST, 1818.50 FEET BY TRUE -MERIDIAN; THENCE FROM SAID.POINT OF BEGINNING, NORTH 14 DEG. 12' 30" EAST, 816.20 FEET ALONG AN EXISTING PRIVATE ROAD TO A POINT IN SAID SECTION 17; THENCE SOUTH 76 DEG.. 53' 30" EAST, 390.00 FEET ALONG AN EXISTING PRIVATE ROAD AND BRIDGE TO A POINT. -ON THE EASTERLY SIDE OF -BUTTE CREEK; THENCE SOUTH 11 DEG. 22' 35" WEST, 212.00 FEET ALONG AN EXISTING PRIVATE ROAD TO A POINT ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF THE. NORTHWEST QUARTER OF SAID SECTION 17. i I ORDER NO. BU -167485 LP DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP., RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY .OF'BUTTE, STATE OF CALIFORNIA, ON AUGUST 12, 1998, IN BOOK 144 OF, -MAPS-, AT PAGES) 55 AND 56. RESERVING THEREFROM A NON-EXCLUSIVE PUBLIC EASEMENT FOR INGRESS, EGRESS, ROAD AND PUBLIC UTILITIES AS .SHOWN ON SAID MAP: PARCEL II: A NON-EXCLUSIVE PUBLIC EASEMENT FOR INGRESS, EGRESS, ROAD AND PUBLIC UTILITIES OVER PARCELS 1 AND 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 12, 1998, IN BOOK 144 OF .MAPS, AT PAGES) 55 AND 5.6 PARCEL III: AN EASEMENT OVER A STRIP OF LAND IN SECTIONS 17 AND 18, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M., BEING 60 FEET IN WIDTH AND LYING 30 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT IN THE CENTER OF THE EXISTING HUMBUG ROAD IN SAID SECTION 18 FROM WHICH POINT THE NORTHEAST CORNER THEREOF BEARS NORTH 04 DEG. 20' 45" EAST, 1818.50 FEET BY TRUE -MERIDIAN; THENCE FROM SAID.POINT OF BEGINNING, NORTH 14 DEG. 12' 30" EAST, 816.20 FEET ALONG AN EXISTING PRIVATE ROAD TO A POINT IN SAID SECTION 17; THENCE SOUTH 76 DEG.. 53' 30" EAST, 390.00 FEET ALONG AN EXISTING PRIVATE ROAD AND BRIDGE TO A POINT. -ON THE EASTERLY SIDE OF -BUTTE CREEK; THENCE SOUTH 11 DEG. 22' 35" WEST, 212.00 FEET ALONG AN EXISTING PRIVATE ROAD TO A POINT ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF THE. NORTHWEST QUARTER OF SAID SECTION 17. SITE PLAN REVIEW APPLICATION Dater DqT- d - AP# Permit Number (if applicable) Bin Number APPLICANT INFORMATION Parcel Size: . Owners Name: Owners Address:. ��%�D �oNlei2S'zf7 Telephone No.: Site Address: ' Proposed Use: Zone: PIZ- 57 =Egle GP: Family Residential ❑ Single Family Addition ' Single Family Remodel Elile Home Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ' ❑ Temporary Travel Trailer ❑ Multi -family 5 Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel �- Other ❑ Septic F -1 -Well . ❑ Agricultural Exempt Building • ❑ Agricultural Buffer Form-.. } , ❑ Other: Brief Explanation/Issue: DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Resolved By., Date O ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract ❑ Watershed Protection Overlay Zone ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: • Flood Zone: $ • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: +=g._ n— General Plan: i4 t Applicable Building Setbacks: ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 4 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front � Side tot 30' Side Street Rear 3 v Height Waterway N/A N/A N/A ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 4 i Parcel Created By: Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑.Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain. a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ' ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements. Subdivision Map/Parcel Man: Map Date of Recording: ',p0 y Lot: , Book: tS'/ Page: R� 3 1) THIS ADDTTIONAL MAP SFEET SHOWS ADDITIONAL WORMATION FOR 9FORM47194AL PURPOSES, DESCRBING CONa77ONS AS OF TWE DATE OF FLING, APD IS NOT ITIENDED TO AFFECT RECORD TITLE INTEREST. 2) HATC1ED AREAS ARE LEACfIELD FREE SETBACK AREAS FROM BUTTE CRS DRAINAGE SWALES PONDS, SPRNG, WELLS, AND SLOPES IN EXCESS OF 309.: 3) THE REOURED USEABLE SEWAGE DISPOSAL AREAS ARE DESIGNATED FEREON (SHADED) AS "USDA", APA NO WATER WELL MAY BE LOCATED W iN 100 FEE7 OF THF USEABLE SEWAGE DISPOSAL AREA ON TWE PARCELS SEVERAL PROPOSED WELL SITE AREAS ARE AVAILABLE ON EACH PARCEL AND alALL BE SHOWN ON THE SUE PLAN REOURED FOR SEPTIC APD WELL PERMIT APPLICATIONS 4) NO DEVELOPMENT ZONES ARE DELIEATED AS FOLLOWS, A) NO DEVELOPMENT SHALL BE PERMTTED ON SLOPES OF 309 OR GREATER UNLESS AN EROSION CONTROL PLAN IS PREPARED BY 'A REGISTERED ENGtM AND APPROVED BY THE BUTTE COUNTY Dr'PARTMENT OF PLOLIC WORKS PRIOR TO ISSUANCE OF BUILDING PERMITS B) STRUCTURES WA*IG, FLL MATERIAL, AND/OR EXCAVATION SHALL NOT BE ALLOWED WTW THE 50 AND 100 FT. 'NO DEVELOPMENT ZONES" AS DEPICTED EXCEPT FOR WORK PERFORW D UNDER PERMIT FROM THE DEPARTLIENT OF FISH AND GAME EX,LMT SOL WORK TO PERIODS OF DRY WEATHER BETWEEN APRIL 15 AND NOVEMBER 15 )ALCH PROTECT, HYDRO -SEED, OR OTHERWISE STABILIZE TWE SOL ON ALL AREAS WITH A SLOPE OF 109 OR GREATER THAT HAVE BEEN DETLABED OR HAVE BEEN CLEARED OF VEGETATION AND ARE OF AN -RODABLE MATERIAL 6) PRIOR TO ANY CLEARING` GRADNG APD OR CONSTRUCTUV IN A STREAM BED, INCLLOIVG NTERWTTENF STREAMS, 77 -IE PROPERTY OWNVFR MUST OBTAIN A CALFORNA FISH AND GAME PERMT AS PER DEPARTA¢PIT OF FISH AND GAME RENTS 7) PRIOR TO TME COW- ENCE HENT OF GRADING APD/OR CONSTRUCTION ACTIVTTY ALL IDNDIIAL OR GROUPS OF OAK TREES WHICH ARE To BE RETAIED AS PART OF THE PROJECT, SHALL BE FRILLY PROTECTED. THIROUGH TWE USE OF ROOTPROTECTION ZONES (RP4 OLPJG CONSTRUCTION, RPZS SHALL BE ESTABLISHED USUG PROTECTIVE FENCNG ENCLOSING AN AREA M-rrFN A RADL S LS TIES THE DISTANCE FROM THE TKIIIK TO THE DRFLIIE W M THS PROTECTIVE BLFFEi, NO GRADING, TREND -WO, FILL OR VEGETATION ALTERATION OF ANY ISA SHALL BE ALLOWED. T -E PPZ'S SHALL BE MAINTAINED AFTER THE COMPLETION OF CONSTRUCTION IN ORDER TO PROTECT THE OAK TREF, BUT THE FENCING SHALL BE REMOVED. 6j�A', PLAN OF TIE EQSTANG ON-SITE MATLRE OAK TREES, LOCATED Al ANY AREA PROPOSED FOR BEADINGS APD V94CU-AR ACCESS SHALL'BE PROVIDED TO AND APPRODED BY THE PLANNW DIVISION PR10R TO TIE WUA14CE OF BUF.= POUTS APD/OR PF" TO GRADING OR VECETATTCN REMOVAL THE APPLICANT SHAUL MAZE TFE REMOVAL OF MATLRE TREES, WERE POSSELE. A MATiIF TREE SHALL BE DEFINE) AS A TREE WTH A TRLI K I+EASURIVG 4 ADES N DIAFETEIy 4 FEET FROM GROLiD LEVEL MATiRE TREES REMOVED SHALL BE REPLACED ON A 3-7`0-1 RATIO, UTL12= E7(IS NG OAK 77?EE STOCK 9) A GEOTECHNICAL OR CIVIL ENGINEER WILL BE REQURED TO DETERASE E TWE MOST EFFECTIVE MEANS OF ACHEVNG LI NFORM COMPACTION BDi EATH PROPOSED STRUCTURES PRIOR TO GRADING ACTNRES. ALL EXCAVATIONS GRAONG AND COMPACTION ACTIVITIES WILL BE N CONFORMANCE Wlrrt TEF' RECO&MMATTONS MADE BY TIE PROJECT GEOTEOWCAL OR CIVIL ENGAR F ENCOLNTERED DLIRBNG SITE GRADIVG AND GEOTECFIICAL TESTING, MATERIAL CONSDERED BY THE' ENGWUE TO ELF SUSCEPTABLE TO L10CF7CATIOR SHOULD BE EXCAVATED AND REPLACED WTH ETD FILL PRIOR TO CONSTRUCTION OF STRUCTURES TFESE SOLS COULD BE &PED WITH SITE GRAVEL AND TALNGS APED RECOMPACTEO N ACCORDANCE. W TH-STANDARD FOLADATION ENGIEEAPNG TEC MLES . . . _ ..... .. _ 10) AT Tie"TAE-OF:`7Tf BULDNG POW APPLICATION F A DEER HERD TRACT FE-e(S) IS CIkPZMY IN EFFECT, IT -SHALL. BE PAID PRIOR. TO CCEE.. .HE ISSUAN OF ;TETE $U, 13NG PE}RWT9 .' - 1i, FENCING FOR AREAS OVER THAN RESIDENTIAL AREAS SHALL BE LPvTIED TO A MAXIl1lA.( OF 5 WIRE STRANDS TrE LOWEST STRAND SHALL BE AT LEAST N6" ABOVE 7FE' GROLID AND TIE LIPPER STRAND SHALL BE NO HQ -ER THAN 48" ABOVE THE GROLM, 100 " FRE SLPP f SPRA6Q.ER SYS`TV S SMALL BE INSTALS) IN ALL NEW RESD NRAL STRUCTURES IN ACCORDANCE WIN THE NATIONAL FIRE PROTECTION ASSOCIATION STANDARD FOR TIE INSTALLATION OF SPRJV'CLER SYSTEMS IN OPE APD TWO FAMLY DWELLINGS AND MOBLE HMES PFPA STAM:4RD Lam. LIVI.ESS A P)E1kIZED COMANTY WATER SYSTEM W H HYDRANTS THAT he -7 FIRE DEPARTkI£NT SPECFICATJO NS SERVES TWE PARCELS { ): ,Tp E aLg = SETBACK FROM T'E SDE AND REAR PROPERTY LINES SHALL NOT BE LESS THAN 30 F tT, AND 50 FEET FROM CE7NTERLIE OF ROAD EASETmgTS. 14) DLRING CONSTRUCTION 94OLCD ANY ARCHAEOLOGICAL ARTFACTS BE DISCOVERED, TIE PLANNFIG DAISIO1N SMALL BE NOTFED M4 ED1ATELY, AND ALL WORK SHALL CEASE UNIT A OUAL!"ED ARCHAEOLOGIST HAS E(A.fr4rED TIE ARTFACTS APD THE SITE APD SUSA9TTE) TIE FINDNGS. TO TWE PLANING DMSICN, APD RECobAETDED CLEARANr,-_ TO CONTINUE I;ECOMADgCETENf OF CONSTRUCTION SHALL ETF LP NN TWE APPROVAL OF TIE PLANK NG DIVISION 15) A DEYtLOPA09 IMPACT FEE FOR SHER9 S FACILITES SF+AL ELF PAD PLR'-ZUANT TO TIE PROVISIONS OF C11- APTER 3, ARTICLE I OF THE BUTTE COUNTY CODE, PRIOR TO ISSUANCE OF BL&MG PERMITS SAID FEE AMOUNT WILL BE DE7ERUNED AND CALCILATED AS OF T•r' DATE OF TIE APPLICATION FOR THE BLCDAIG PERMTSS 16) DEVELOPMENT OF THESE LOTS MAY REQURE PAYMENT INTO TrIE WATER TEMER FLW. 17) CONSTRUCTION, INSTALLATION OR DEVELOPMENT OF STRUCTURES OR FACU IES ON TFE PARCELS SHALL COMPLY WITH. THE LATEST CALFORNTA FRE SAFE REGULATIONS (PUBLIC RESOURCES LODE 4290), AND ALL OVER APPLICABLE STATE AND COUNTY CODES, ORDINANCES AND REGULATIONS N ERCT AT THE TIME OF APPUCATION FOR AIDROVEMENT PERNATS i8) ,1I-' PROPERTY OWNERS ARE RE PON.GBLE FOR THE MANEENANCE OF ALL ROAD SAFETY SIGNS; IN.-LUDING STOP SIGNS, DEER CROSSING SIGNS, AS SPECM N TIE COUNTY APPROVED ROAD MAINTENANCE AGREEMENT. .79) A TENPORARY BENCH MARK WITH AP! ELEVATION OF 436.1 FEET (NVGD) IS SHOWN ALONG THE NORTHERLY PROPERTY LIVE OF PAROL 2, SHOWN THUSLY - TBM 436.1 (FEET} THE 100 YEAR FLOOD ELEVATION OF BUTTE CREEK 1S APPROX 18 FEET BELOW THIS T&PQRARY BENCH MARK AS ELEVATED AND ESTABLISHED ON SITE ALL AREAS OF PARCELS 1, 2, & 3, LYNG EASTERLY OF THE 100 FOOT SETBACK FROM BUTTE CREEK AS SHOWN ARE GREATER THAN 1 FOOT ABOVE THE 100 YEAR FLOOD ELEVA g10N" 20) WATER WELLS DRLLED Al ME TAILINGS WILL BE REQURED TO INSTALL A SANITARY SEAL FIVE (5) FEET NTO THE FIRST NATIVE CONSOLIDATED MATERIAL. THIS CAN REQUIRE A SEAL DEEPER THAN 20 FEET, BUT N NO INSTANCE MAY IT BE LESS THAN 20 FEET 21) UATE'D VEGETATION REMOVAL NECESSARY FOR FLOOD CONTROL IS PERMSSABLE WTHN THE 'NO DEVELOPMENT- ZONES HOWEVER, ALL VEGETATION REMOVAL SMALL BE APPROVED BY THE DEPARThENNT OF FISH AND GAME PRIOR TO REMOVAL i Butte County Department of Development Services PAUL MCINTOSH, INTERIM DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING September 16, 2005 Terry McCune 343 W. Fth Street Chico, CA 95926 Subject: Environmental Health (APN 017090-12.8); Septic Dear Owner/Applicant, The Butte County Department of Development Services, Planning Division, has reviewed the submitted permit application, and requires the following revisions to you site plan; or information in order to continue the review: ❑ Creation Deed ❑ Site Plan Resubmit - Follow Requirements ❑ Erosion Control Plan ❑ Setback Conformance Watershed Protection Zone ❑ Front Yard ❑ Cohasset Specific Plan ❑ Side Yard ❑ Subdivision Map Note ❑ Rear Yard ❑ Commercial Development Requirements ❑ Special Setback or Parcel Limitation ❑ Parking for Specified Use ❑ Federal Aid Road/Arterial ❑ Landscaping Requirements ❑ Easement ® Oak Tree Plan ❑ Subdivision Map Condition/Note ® SRA Setback* ❑ Agricultural Buffer ' ' ® Fire Sprinklers* ❑North Chico Specific Plan - Erosion Control ❑ Other Hire sprinklers, and the SRA setback are not requirements for the Planning Division, and this notification is for informational purposes. The requested information, or notification, is described on the included hand-outs. You will also be given some brief direction, on the following page, of how the information should be submitted or returned to the County. Should you have further questions please contact me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7603. Si rely, C s To ey Assistant Planner Oak Tree Plan An oak tree plan is required because the property is part of a parcel or subdivision map, or another type of discretionary permit approved by the County. Before approval of the discretionary permit, the property was identified as having a significant amount of oak trees. This County and others are required to mitigate for loss of oak woodland habitat; which is commonly done through a oak tree plan. The purpose of the plan is to protect existing oak trees and oak woodlands, and to replace those trees that have been removed. The County requires that the plans be prepared by a certified arborist, and to the standard indicated within the note. Please resubmit the plan to the Planning Division at: Department of Development Serviecs Planning Division 7 County Center Drive Oroville, Ca 95965 Mitigation/Condition Notes: ® A plan of existing on-site mature oak trees,. located in any area proposed for building and vehicular access, shall be provided to and approved by the Planning Division prior to the issuance of Building Permits and/or prior to grading or vegetative removal. The applicant shall minimize the removal of mature trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet fro the ground level. Mature trees removed shall be replaced on a 3 -to -1 ration, utilizing existing oak tree stock Fire Sprinklers A requirement to install fire sprinklers in your home comes from a parcel or subdivision map, or another discretionary permit. The systems are intended to provide any occupants more time to escape during a fire. Prepared plans must be prepared by a C- 16' licensed contractor, and submitted to the Building Division at: Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Mitigation/Condition Notes: ® Fire suppression sprinkler systems shall be installed in all new residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcels. CDF FIRE SAFE REQUIREMENTS Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Drivewav Standards [X] Surface. All driveway surfaces and structures (bridges,, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed. 16 percent unless paved. Drivewav Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. pq The length of vertical curves in roadways exclusive of.gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near -the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. 1 4. Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these. standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [ ] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements below. [X] Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed eaves [ ] If Building Setback is Less Than 15 Feet — V Class A or B roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 130 ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o. Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials r�„� Steven J. Fowler Life Safety Ojfcer Office (530) 538-6837, 166 Pm-. (530) 871-8381 Cell (530) 521-8768 Fax (530) 538-2105 17 Butte Counry Fire Rescuc!CDF Fire BUTTE COUNTY SCHOOLS IMPACT -FEE CERTIFICATION FORM (One form per Building) School District �� Vl.� Building Department No. A.P. Number 0l -7(-R6—/0-)'V Jurisdiction: City =2flCounty Property Subdivision Lot No. Residential Development Q Q Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group. R) Units Installation Conversion Permit # ...................................(No foundation inspection).. Q.Isa � _.0 . z. _Deed .Restricted Sq._Footage_ (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Department 0 a New Addition District Identification No. N P Sq. Footage (Including Exterior Roofed Areas) Date 151D School District certifies that A (Applicant) ,51d ? 16 - 7e531 (Street Address) (Phone Number) (City) has complied with the requirements of Resolution No. representing L` ` ' 1, square'feet' ' Q (State) (Zip Code) by payment of $ i � ► x School District Representative Paid by Check # Remarks: 11FULL MITIGATION $ Date 0(j) Nodce: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. H, subsequent to the School District Representative signing this Butts County Schools Impact Fee Certification Form, the School District Is notified by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate Its Impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeform.xls (3P SWnm BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM Q FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ C CO AREA RECREATION AND PARK DISTRICT (CARD) ARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) Property Owner (s) Project Location /Address _ Subdivision Name Permit Number D�a Assessable Sq. Ftge o4 �) Type -of Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit !date issued 1 verified by Building Department ❑ FRRPD ❑ CARD E�RPD D DRPD certifies that: ApplfcantName Phone Number 31 ,o snz�'se.� ve elle V e- - Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ per unit for a total of $ Square Feet @ $ y�% per sq foot for a total of Remarks: Paid by CheckNo: Paid by Cash: Receipt No: -0 Recreation and P istrict Representative Date Bv�T'Ei'Y ;40. /�f Nov 0 g 2005 !BE EIz RAS z� 343 West 4th Street Chico, California 95928 530-345-1161 TEL 530-342-6910 FAX BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP053103 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 12/02/2005 APN: 017-090-128-000 the Business and Professions Code, and my license is in full force and effect. � License Class: License Numbers Site Address: 12679 MERRITT HORNING RD CHI ' Date: 1' 7 -®1 Contractor:W Jq k 4_ Map Index: Description: FIRE SPRINKLERS FOR BP#052388 P OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: MC CLINE, TERRY & NANCY"""" to its issuance, also requires the applicant for such permit to file a 3980 SOMMERSET AVE E " signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section GASTRO VALLEY, CA 7000) of Division 3 of the Business and Professions Code) or that he or 94546 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ' ❑- I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contracto�s'`�Staib License Law does not apply to an Applicant: SQUYRES JR, WILLIAM PP owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, P O BOX 3176 provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one CHICO, CA 95927 year of completion, the owner -builder will have the burden of (530) 345-1012 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: SQUYRES JR, WILLIAM and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). P O BOX 3176 r ❑ 1 am Exempt under Article 3 of the Business and Professions Code CHICO, CA 95927 (530) 345-1012 Date: Owner: License #: 275206 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 Architect: is issued. ❑ I have and, will•'riiairifair "workers' compensation insurance, as Engineer: - -m required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: /p Carrier. Total Square Ft: 0 S. F. �� Policy #: Valuation: $0.00 Census Code: 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 workers' compensation laws of California, IVrI 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. 1 — I _ Date: 0 I Applicant: '�� WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This pemi hereby issued u t applic le provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolut' ns to do work indi ed ab a for ich fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) /2 —2 '—rte Name: By: Dater PERMIT EXPIRES ON: Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or docurnRnt of Butte County. I hereby authorize rep\res_entroes\of Butte County to enter upon the above mentioned property for inspectionurposes. Print Name: Y V ,' 1 h w� J V Signature: i \ 1 Date: ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor '"OT rte BUTTE COUNTY 0 o DEPARTMENT OF DEVELOPMENT SERVICES 0 0 BUILDING PERMIT APPLICATION 0 0 AND SUBMITTAL REQUIREMENTS 0 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 OUR A FEE WILL BE REQUIRED AT TIME OF APPLICA TION "PLEASE PRINT CLEARLY" n 1-7 - ocin - 17 ,9, OWNER Last Name irst Name Address City State Zip Phone Fax E-mail CONTRACTOR Name VV Addres '3 I u 16 j City C \ co set, -Z% City /4S6, E-mail Lic. # Phone APPLICANT NAME ARCHITECT/ENGINEER Name City Address d C City Fax State Zip Phone Book Fax E-mail Planner State License Number APPLICANT NAME Name Address S MA City State Zip Phone Fax E-mail APPLICANT S GNATURE X �1 V— r For office use only: Zoning Property Address Flood Zone CMSS Street SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BP0 53) 0'3 BIN # LOCATION AP# Property Address City CMSS Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address .{Description or ScopeWork: v�Ov►n�I c c ,r�z s 15 e w Sq. Foo age ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR SUBMITTAL REQUIREMENTS L KAFORMSWILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received by: K.6 Receipt #: 1007 Date: I I' ► g a L—> Amount: Bldg SRA Sheriff SMIP pplOther �� � VQ _ q) Total REV 6-16-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BEACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer: NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ . 2. . 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ' ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 ' COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: Mr- lyo« ASSESSOR PARCEL NUMBER O 1-7 - Dq D - 121 ' Proposed Building Use: Fig. v pn to kl-e r S\1 C' trf) Permit Technician: Date: rn Items required in order to apply fora permit. All box6s MUST be checked OR marked NA in order to apply. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. w 3. Engineered plans,a, r 4 sets, with wet signature on plans AND 2Oets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D).Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... 'Y❑ e 18. Erosion Control Plan Required........................................................................ POIA 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑ 22. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ 23. Planning approval for (A) Use: (B) Parking: (C) Parcel Check: ............ ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone r, - c) 12. ei)I' r(irtor and hold for pickup. I have been informed of the above -items and requirements for obtaining a building permit. Applicant: _Ti(,/) 19 f J lJ Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the ab ve dala by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Ste- Date: z o Plans approved by: TP Date: 29 b Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division K/BuildinglPlan Check/Data Sheets/data sheet page 2 9.27.05 AND WHEN RECORDED P BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building 3 permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents ofthis.property may be subject to inconveniences or discomfort from the use of agricultural chemicals, , p including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations I� including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date I 7 PROPERTY OWNERS: VIM c Curse— State of California ) County of On �l''Q..i' tt (�, o before me, personally appeared personally known to me (or proved to me on the basis of satisfactoryevidence) t be the person(;) whose name(s)ware—subscribed to the within instrument and acknowledged to me that hflslreRhey executed the same in hjVbet7 fieir authorized capacity(ies), and that byAisAm-rr/4heir signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my han �ici eal. Signature ---- Seal: GoIIMI1Mdo111 t�1�1600 Q� NOIvIy wtbrC - O(r101N0 9WM0 CION CouMl A.P. # 17 0 '?0 I O MrCbIIII& &ONAup 1 2. Z007 2005-0073461 Recorded I REC FEE 13.N Official Records I BIJ'I°lcZ County of I CONFORMED COPY 1.00 MUM- Butte I CANM J. BRIIBBS I JAN .' 2006 County Clerk-Recorderl I DD DEVELOPMENT 010:3M 02 -Dec -2005 I Page 1 of 3 SERVFCES . IIII�IIII"I'II) III'�I"I (II'IIIII AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building 3 permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents ofthis.property may be subject to inconveniences or discomfort from the use of agricultural chemicals, , p including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations I� including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date I 7 PROPERTY OWNERS: VIM c Curse— State of California ) County of On �l''Q..i' tt (�, o before me, personally appeared personally known to me (or proved to me on the basis of satisfactoryevidence) t be the person(;) whose name(s)ware—subscribed to the within instrument and acknowledged to me that hflslreRhey executed the same in hjVbet7 fieir authorized capacity(ies), and that byAisAm-rr/4heir signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my han �ici eal. Signature ---- Seal: GoIIMI1Mdo111 t�1�1600 Q� NOIvIy wtbrC - O(r101N0 9WM0 CION CouMl A.P. # 17 0 '?0 I O MrCbIIII& &ONAup 1 2. Z007 ORDER NO. BU -167485 LP DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP., RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY.OF-BUTTE, STATE OF CALIFORNIA, ON AUGUST 12, 1998, IN BOOK 144 OF MAPS, AT PAGE (S) 55 AND 56. RESERVING THEREFROM A NON—EXCLUSIVE PUBLIC EASEMENT*FOR INGRESS, EGRESS, ROAD AND PUBLIC UTILITIES AS SHOWN ON SAID MAP. PARCEI; II: A NON—EXCLUSIVE PUBLIC EASEMENT FOR INGRESS, EGRESS, ROAD AND PUBLIC UTILITIES OVER PARCELS 1 AND 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, SRN TATE OF CALIFOIA, ON AUGUST 12, 1998, IN BOOK 144 OF MAPS, AT PAGES) 55 AND 56 PARCEL III: AN. EASEMENT OVER A STRIP OF LAND IN SECTIONS, 17 AND 18, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M., BEING 60 FEET IN WIDTH AND LYING 30 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT.A POINT IN THE CENTER OF THE EXISTING HUMBUG ROAD IN SAID SECTION 18 FROM WHICH POINT THE NORTHEAST CORNER THEREOF BEARS NORTH 04 DEG. 20'.4511 EAST, 1818.50 FEET BY TRUE MERIDIAN; THENCE FROM SAID POINT OF BEGINNING, NORTH 14 DEG. 12' 30" EAST, 816.20 FEET ALONG AN EXISTING PRIVATE ROAD TO A POINT IN SAID SECTION 17; THENCE SOUTH 76 DEG*. 53' 30" EAST, 390.00 FEET ALONG AN EXISTING PRIVATE ROAD AND BRIDGE TO A POINT ON THE EASTERLY SIDE OF BUTTE CREEK; THENCE SOUTH 11 DEG. 22' 35" WEST, 212.00 FEET ALONG AN EXISTING PRIVATE ROAD TO A POINT ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF THE. NORTHWEST QUARTER OF SAID SECTION 17. . Ey�1M CwNYNN Commktbn # 14348E0 -. Notary Pubpc - callomia salla Clara Cam* MVCame. ExpkwAW 12.2007 ILLEGIBLE NOTARY SEAL DECLARATION GOVERNMENT CODE SECTION 27361.7 I certify under penalty of perjury that the notary seal on the document to which this statement is attached reads as follows: !� / Name of Notary EV G. D U Ii�Expiration Date: l z Commission I.D.# 3 8 Manufacturers Countys/� JT -A- CL4p A State � %(� /i I Place of execution of this declaration 01,�,byl LLE , LA , Dated: , 20o' . (Firm name if any) BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:. (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP052388 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS.- LICENSED AWS.LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I licensed under prIssued Date: 12/02/2005 APN: 017-090-128-000 provisions of Chapter 9 (commencing with Section 700000 ) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 12679 MERRITT HORNING RD CHI Date: Contractor: - Map Index: OWNER -BUILDER DECLARATION Description: I1Sf (2304), gar (757), cov (925) 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: MCCUNE, TERRY AND NANCY permit to construct, alter, improve, demolish, or repair any structure, prior to Its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 3980 SOMERSET AVE the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of fha Business and Professions Code) or that he or CASTRO VALLEY, CA. she is exempt therefrom and the basis for the alleged exemption. Any 94546 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees .with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an MCCUNE, TERRY AND NANCY owner of property who builds or improves thereon, and who, does Applicant: such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 3980 SOMERSET AVE sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of CASTRO VALLEY, CA. proving that he or she did not build or improve for the purpose of 94546 sale.j. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Prdfessions Code. The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: NORTHWEST CONSTRUCTION ❑ I am Exempt under Article 3 of the Business and Professions Code y 9873 ESQUON RD. Date:/ ' Own/ 9, %n DURHAM, CA WORKERS' COMPENSATION DECLARATION 95938 I hereby affirm under penalty of perjury one of the following declarations: 530-624-6121 ❑ 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 License M is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of t the work for which this permit is issued. My workers' compensation Architect: insurance carrier and policy number are: Engineer: ROBERTS, CHARLES 1 Carrier: / Policy M I certifythat in the performance of the work far which 3986 S.F. 1 p ch this permit is Total Square Ft: ^ Issued, I shall not employ any person in any manner so .as to become subject to the workers' compensation laws of California, Valuation: $182,728.00 and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall forthwith -ecomply with those provisions. ` Date: Appllcant:=,� jq 0 WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permihereby Issued der the licabl rovisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutio s to do work iq ' ted abov for wh fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) / /� r—Z� Name: By: Dale: Address: PERMIT EXPI S ON: /,r> Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it Is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for Inspection purposes. Print Name.: 1 r (v ` C �+ CC vl Slgnat7 Date:.dr Owner ❑ Contractor 0 Agent for Owner 0 Agent for Contractor �n i Qn A i rth ark ' (jene�Ql �6�0.ct�� f P�tone d C�2y..Co121 joicVFov,', gq I-ooS l — �on}fac�'o� Carne (o B TTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES NO.O5�2� BUILDING PERMIT APPLICATION ' AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-283�%h BP OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION BIN # Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** // OWNER INFORMATION Last Namecir ((��l)y First N N��G Addres Address Cit City State" Zip Phone Phone Fax E-mail E mail ARCHITECT/ENGINEER CONTRACTOR Name City Cl��L7e_o Address Zip q� L City Fax 1zz2_ 6 I07 State Zip Phone Name Fax E mail Date Approved: Lic. # Class ARCHITECT/ENGINEER Name Address 3 �T , City Cl��L7e_o S to Zip q� L Phone Fax 1zz2_ 6 I07 E-mail State License Number PROJEC OCATION AP# 0 Property Address City��� Cross Str et G�7t/'�72 y/LLQ WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Zip LENDING AGENCY Name Address APPL,1,CANTMGNATURE X For office use only: APPLICANT INFORMATION Name IXI,41- Address es City Occ. State Zip Phone Page Fax E-mail Date Approved: APPL,1,CANTMGNATURE X For office use only: Zoning S I Flood Zone IXI,41- es No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Description or Scope of Work: 46..�� Sq FT- Living Garage Ope S ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): Page 1 of 2 EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Receted Icy_ Recei t C�j 01 Ab 16 D� Amount: Bldg q q SRA Sheriff SMIP (.% Other Total REV 8-12-05 2q/ SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order,to apply for a pit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed,calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from.the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS1BIdgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 M7 ��//��// M w M N ■ A ♦1 O County Center Drive Oroville, CA 959650 (530) 538.7601 Telephone (530) 538.7785 Facsimile TO: FROM: �, SUBJECT: . DATE: WILLDAN Scott Rutherford (530) 538-7160 srutherfordaC)buttecountv.net Plans Transmittal For Review Per Contract 09/08/2005 VTr 00 O o _ o COUN�y Applicant: McCune,'Ter & Nancy Permit No: 05-2388.•• Project Type: J,Nsf 017-090-128` . 100% 70% Plan Check Fees $ 1,246.24 $ 872.37 $ 872.37 WILLDAN Fee $ 872.37 Copies Attached: Qty Chk 0 Application ' Site Plan Review FEMA Elevation Certificate . Building Plans - Truss Calculations Energy Calculations Structural Calculations Residential' Plan Review Guide Residential Construction Requirements Other z Other �j�0SZ3�g COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISfON 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET WI CUn/L�•� OWNER: ` ASSESSOR PARCEL NUMBEERR' 0/7 Proposed Building Use: / " 5� Permit Technician: �'�" Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 'Q 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. \ ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. \fir N 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. iAv 4. Engineered truss details and layouts in duplicate. No faxes! \ ❑ 5. Letter from Engineer or Architect for truss design review. N 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bidgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. must be stamped and wet -signed by the engineer. N 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form i 13. Acknowledgement of building permit application without required clearances. ❑. 14. Other Remgining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) -�g anitation and site plan approval from the Environmental Health Department in ❑ Chico O Oroville, as applicable . Fire Sprinklers............................................................................................ O . - Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ klErosion Control Plan Required........................................................................ aees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City off iggs .............................. 23. California Department of Forestry plan approval-l� paid. Sent tq. #1-24. Planning approval for (A) Use: _(Dparking: ::::::�:(C) Parcel Check: ............ T -W- O 25. Contact Land Development about _ Improvements, _ Drainage ........................ 26. NPDES Form............................................................................................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... contractor's license information. (Number, Name Style, Classification) ................... �E7 29. orker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... �tj 31. Letter of Signature authorization.................................................................... <ecorded copy of Agricultural Acknowledgment Statement ................................. ❑t 33. Existing violations and/or expired permits ..................... ......... ........................ 34. Deed Restriction .............. 4._............................. :. .......... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other, ❑ 37. Other: When issued Telephone I have been ,A 3q57,_-//6/ hold for pickup. re -a ove items n.q requirements for obtaining a building e Applicant: ( Z ( Date: 1. Index permit application for the abo a items numbered: ' Plan Check�Letter 2. Additional items re ' 0� Contractor, desig er, own e was advised of the above data by ❑ phone, mail, ❑ counter, b Date: •� 1 Contractor, designs, er, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed y: Date: 4 Structural approved by. Date: Note transfer b M Date: D Yellow: Building Division p6liv- All of these y COUNTY OF BUTTE aP6 ` DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds fill COWNER 6Lwe— PROPROSED BUILDING USE S I . BUILDING PERMIT FEES -VFA eDue........$ Flood elevation review...$ / Ck--Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District O ce) ( rm available after Plan Check) 3. SHERIFF FEES (paid at Building Division) mmercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. , 4. RECREATION DISTRICT FEES P/tyZA__/D/-5UL'___ aid at Recreation Distn*p ffice (form available after Plan Check) L.5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ P__14TH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # 0.00 (paid at Building Division) A.-ISSMEP / 6 " 9. DRAINAGE FEE 10. OTHER 11. OTHER A.P.# IP/7-0 /V���� DATE RECEIPT # 110582 DATE REC. l I -1 S-05 11-C- oS gya�5'Z IA-15-0_�) iy 65V �-li s _65 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed durin pl ecking ess. q APPLICANT DATE 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 Division Yellow -Applicant Pink -Owner (rev. 7/05) 09/07/2005. 14:28 925-6948348 G PAGE 02. September 6, 2005 Curtis Schnurr Butte County Building Department RE: McCune Residence — Butte Creek, APN #017-090-128 Hi Curtis: This is to notify you that we have given permission to Donna Rose, of' GoWmann & Rose, our architects, to act.as our agent to submit our house plans to the Butte County Building Department. Please let a know if you have any questions. Nanc McCune Home — 510/886-70 1 Mobile — 510/816-9 35 Department c o u n t y j. Michael Crump, Director of Public O f B ti t Iorks t e LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase Il Construction Storm Water Permit and. Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement BLESS TNN ACRE1 Project Description: 51 Project Location andlor Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false andlor inaccurate information or. failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by la Signed: Title: Date: '6, Butte County Department of Development Services `'Tr�o 7 County Center Drive Oroville, CA 95965 ocOUN�yo (530) 538-7601 Telephone (530) 538.7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining -all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental. Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: 0 I need. to submit. applications for septic and/or well to Butte County Environmental Health immediately. e I am 'required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. ® I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence.to.all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: q / Applicant Name: .� o.v•� Building site address: �fl Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: S RE OF APPLICANT DATE Copy to Applicant/EFUFile . K:Forms/BldePermitwithoutClearances 020705 5�V W I LLDAN Serving Public Agencies October 12, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX 2399 Gateway Oaks Drive, Suite 210 Sacramento, California 95833 916/924-7000 fax 916/924-3644 www.willdan.com BUTTE COUNTY PLAN REVIEW REPORT Status: Approved Jurisdiction Job No: 05-2388 Assessor's Parcel No: 017-090-128 Description: McCune -NSF Willdan Project No: 14353-1886-M Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The plans and documents provided for this review that'have been found in compliance with the applicable codes are: * Plans: Two (2) copies, cover, sheets 1 through 12 dated 4/1004 by Goldman & Rose, S1, S3, S6 dated 8/15/05 by RCE, H1 through H3 dated 8/15/03 by Hardy Frames, Inc. # Structural Calculations: Two (2) copies dated 8/15/05 by RCE. * Truss Calculations: Two (2)'copies dated 7/29/05 by Longfellow Lumber, Inc. * Energy Calculations: Two (2) copies dated 8/17/05 by Donna Wallace. * Miscellaneous: Two (2) copies fireplace specifications, two (2) copies site plan, not dated, by Goldmann & Rose. The plans have been stamped with the Willdan approval stamp and dated. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. Cc: Alice Mefford amefford@buttecounty.net Goldmann & Rose, Email: goldmannandrose@aol.com 0 P - 5�U WI LLDAN ServingPublic Agencies rt APPLICABLE CODES ' Our review was based on requirements of the 2001 California Building Standards Code found iri the California Code of Regulations, Title 24: �' • Part 2, known as the California Building Code (CBC). • Part 6, known as the California Energy Code, and Energy Commission Standards (CECS). CODE ANALYSIS Specific Use Type of Occupancy Type of Construction Stories IS' Floor Sq 2 "d Ft Floor Sq Ft Total Sq Ft ,+�n�y�.'��Ji�'-`,1 ,. a's.�r� � ;�*.�- on •,•k'�-t i.'"{''ii� ; "w,S2'�'i�„a s.Qidr..�'C. :I'•�is .k�i..�{Z.8�4.[. �.�F��!.. >�ijsc:YS`_.rt4.i:-.li fi�����.ti!y....�.V�,'�1 n rs� tnry � fijV�,{�'s r4i� �n ?:*t`„ -i w w*� r vr 4•..r�.l�. 1 4%...t✓L�'�A iW � v�l{, e`�.i\ ,e w NSF R-3 V -N 1 2304 N/A 2304 Cov Porch R-3 V -N 1 925 N/A 925 Garage R-3 V -N 1 757 N/A 757, . CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. s' 2. Revisions and/or notes as red -lined on the plans. ; 3. All plan sheets shall be signed by designer or person responsible for the plans as required by California Health & Safety Code Section 5536.1. 4. *Permit application building areas specified in the scope -of -work shall be reconciled with plans to Butte County's satisfaction. 5. Upon completion, of the structure, the elevation of the lowest floor shall be certified by a _ registered professional engineer or surveyor & verified by a Butte Co. building inspector to be properly elevated, & the cert. & verification provided to the Flood Plain Administrator. '2. 6. Field inspector to verify installation of existing or new smoke detectors in all existing bedrooms and hallways leading to bedrooms (may be either battery operated or 110 volt with battery ' backup) as required when the valuation of any addition made to a Group R -occupancy exceeds • $1000 per CBC 310.9.1.2 through CBC 310.9.1.5 7. Gable -End Truss calculation submittal is deferred to Butte Co.'s review at their discretion. SPECIAL INSPECTION NEEDS 1. Our plan review reveals no special inspection needs pursuant to CBC 1701. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals. Sincerely, Tom Trueb Plans Examiner' Page 2 of 2 Ricardo'Guzman, S.E. Structural Plans Examiner 1 Butte County 05-2388 Willdan 1.4353-1886-MITC2.F r; School District A.P. Number BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) UBuilding Department No. 017-0670-10-o)Lo")Jurisdicti6n: Q city E=County Property Owner Property Location Subdivision Residential Development Sq. Footage e; No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # ....................................................................................... '(No foundation inspection) 14 V, e 4, Deed Restricted Footage. (Afiach''a signed copy of Deed Restrict'ionand Notice of Limited Use Facility document). Commercial/industrial I New Addition Sq. Footage (including Exterior /R Jda� oofed Areas) Dai District Identification No. School District certifies that (Applicant) (?,004 - (Street Address) (Phone Number) &JL_n6.CCS 94#16; (City) (State) (Zip Code) - has complied with the requirements of Resolution No. q V �/_ by payment of $ J, (0o .9 .!v, J. - 4 - representing Cn square feet. T B 2926 $ ULL ON $ School District Representative Date Paid by Check # Remarks: Notice: You may protest the Imposition of the fees identified above by submitting a written protest to the Disirlc In compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the ImposMon of the fees In any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School Dhr&W Is notified by the applicable Local Planning Agency that this project Is being reviewed under the California Envirormiental Quality Act (CEQA), this project may be subject to additional school fees to fully ng#gaft Iti Impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeform.xis (310SW= BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM O FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) Property Owner (s)-� Project Location /Address _ Subdivision Name Building Permit Number oS a nLy Assessable Sq. Ftge Type of Residential Development (check one) New Development Single Family -Detached . Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: Building Department Represe_9WVe Date 0FRRPD ❑CARD WRPD 0,DRPD certifies that: erg /1'% �'��r-� ��•(' Z031 pplicant Name Phone Number Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of. Dwelling Units @ $ e -;230V Square Feet @ $ _ Remarks: y. `% Paid by Check No: . Paid by Cash: Recreation and P per unit for a total of $ per sq foot for a total of $. 3. 7 Receipt No: Date B TTE C TY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE#:538-7541 AT \1� A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY'"' OWNER INFORMATION Last Name G yC First Name N�tiG Address Cot __vp Stag Zip9O�5_ Z� Phone Fax E-mail ARCHITECT/ENGINEER CONTRACTOR Name Address Address city C Cel City State, State Zip Phone 3�/2 - to %/C7 Fax E-mail State License Number Lic. # Class ARCHITECT/ENGINEER NameoGD1C1'--4(,ViL) Address �%W J—T city C Cel Phone State, Zip9s o Phone3,,,S - 7/7 14,1Fax Subdivision Name Map 3�/2 - to %/C7 E-mail 6040 No l'o-Fc Lot # State License Number Cd Roz. C 0 -.1 - APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT NATURE X For office use only: Zoning —tf,�-5_ Flood Zone Cross Street _ G,5�725r2 SRA r Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BIN N PROJECT LOCATION AP# O I.Property Address �1 C�'CJ�/%� City Cross Street _ G,5�725r2 WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq FT- Living Garage Ope Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received byi_ Receipt #: b� 9 Amount: C/o Bldg S E �3Pa 523Fb SRA Sheriff SMIP Other Total REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number.. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSSUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 o�UTTFo 0 0 O 7 County Center Drive o 0 0 0 Oroville, CA 95965 c�U y (530) 538.7601 Telephone (530) 538-7785 Facsimile co N TO: WILLDAN ' FROM: Scott Rutherford .(530) 538-7160• srutherford ftuttecounty.net LO SUBJECT: Plans Transmittal For Review Per Contract O DATE: 09/08/2.005 , Applicant: McCune, Terry&.Nanc Permit No: 05-239.0 Project-Type: Studio 017-090,128 100% 70% Plan Check Fees $ 384.93 $ 269.45 $ 269.45 WILLDAN Fee $ 269.45 Copies Attached: Qty Chk 0 Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide ` Residential Construction Requirements Other Other COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax '(530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: 4 Ce�N� ASSESSOR PARCEL NUMBERy / / p' Proposed Building Use: C/,'' ' — Permit Technician: Date: !J Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. \ ,ov 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. \�Ey AJ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ' N 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ""ppp 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. IJ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings \ ❑ 12. Hazardous Material Form /N 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other \ Remaigi It needed to issue the permit. (May require additional plan review upon receipt of the following items.) �, ❑ ��5. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ .bl 17. - Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... \ ❑ t Erosion Control Plan Required........................................................................ oidFees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Ngs.-....................... .. California Department of Forestry plan approval t -pa -T Sent by>c'�9 ............ 4 tanning approval for (A) Use: (B)Parking: (C) Parcel Check: ............. F/j%4 \ -❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ /J 26. NPDES Form............................................................................................... \ ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... 28: Contractor's license information. (Number, Name Style, Classification) ................... �❑!J Worker's Compensation Carrier and Policy Number .......................................... 0A` 30 Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... \ >J 31. Letter of Signature authorization.................................................................... 32. Recorded copy of Agricultural Acknowledgment Statement ................................. O 3 Existing violations and/or expired permits......................................................... i 34. Deed Restriction.... ......D ?'� ......................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone 6wNA 3115- —71 7V -and hold for pickup. I have been informed of th rabove items nd equirements for obtaining a building permit. ApplicanDate: d� 1. indez'pe miI a Pli ation f he above items numbered: 3 Plan Check etter 2 Additional'items re ' Contractor; design ; owne as advised of the above data by ❑ phone, all, ❑ counter, b Date: Contractor, designe , ner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: I I I Date: Structural reviewed y: Date: Structural approved by: Date: Note transfer by: Date: AM— .1 _/ Yellow.: — Yellow: Building Division E.—H. UISE ONLY ! ` i Plot Plan Attadted Floor Plan Atleche Sent to BD/DS / TO: Building Division = Development Services FROM: Environmental Health SUBJECT: Sanitation Clearance 41 Lv+ 3 114c -e,01 /h -.-n,... Yet-7-6er®- !a Owner Location AP# Plan Approved for: Sewage Disposal: X Water Supply: Public Private Well _/A' Clearance for - dwelling. Other 2 otof $ S±�,r/i 0 d we. 11 )h( Hold final for: Final clearance O.K. for: NOTE: Elti LI—iS-D� )nment I Health cialist ,fib Date Clearance 9/2005 11 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER Zvi► tL l AILS PROPRO BUILDING USE 1. BUILDING PERMIT FEES / --Balance Due ..................... --- FEMA Flood elevation review ... $ / dditional plan checking Fee.... $ SCHOOL DISTRICT FEES cot C_C� (paid at School District Office) orm ailable after Plan Check) .49 3. SHERIFF FEES (paid at Building Division) Co ercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. C RECREATION DISTRICT FEES (paid at Recreation District O e) (fo available after Plan Check) 5. RESIDENTIAL DEVELOPMEN ' IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ 4J�LRTH CHICO SPECIFIC PLAN (per dwelling) Zoning SFIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) A.P. # D/ 7--Q4?a —12b DATE t7— RECEIPT RECEIPT## DATE REC. 11-15-05 7. WAT R TENDER FEES BATTALION # 0.00 (paid at Building Division) 8. SMIP / n)II 1 i5 -n s 9. DRAINAGE 10. OTHER 11. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed d e plan checki ocess. n APPLICANT DATE �V 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 impsed 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 Division Yellow -Applicant Pink -Owner (rev. 7/05) 09/07/2005 14:28 925-6948348 G PAGE 02 September 6, 2005 Curtis Schnurr Butte'County Building Department RE: McCune Residence -'Butte Creek, APN #017-090-128 Hi Curtis: This is to notify you that we have given permission to Donna Rose, -of Goldmann & Rose, our architects, to act as our agent to submit our house plans to the Butte County Building Department. Please let a know if you have any questions. Nanc McCune Home — 510/886-70 1 Mobile — 510/816-9 35 r L)epartment of Public Works .0 o u n t y o f B u t t e J. Michael Crump, Director LAND DEVELOPMENT DIVISION Storm -Water Management Program 7 County, Center Drive . Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National. Pollutant Discharge Elimination System (NPOES) Phase ll Construction Storm Water Permit and 'Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement jLESS THAl11 1 f4CRE] Project Location and/or Parcel Number: By signing below, L the project owner/owner's agent, certify that this project WELL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more. than one acre'of disturbed soil will require a 'Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law^ Signed: Title: Date: Butte County Department of-Development561-V Ces vzr° 7 County Center Drive o Oroville, CA 95965 ° °cOUN�y° (530) 538-7601 Telephone (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION -WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: e I need to submit applications for septic and/or well to Butte County Environmental Health immediately. e I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained ® I am responsible for notifying Development Services, in writing, to stop processing. of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year. from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence.to.all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: ��.,/.r��✓'� APN: Building site address: Z76/ew/'4/6 Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: 'S AT E OF APPLICANT DAT '4 Copy to Applicant/EH/File KFonns/BldgPennitwithoutClearances 020705 A N SCALE 60 ROW. AND P.uF .1„ = 100' WPER R' .FHT / 92-244J01 /l79 0¢ 3z7, 67-507420666 ".s'9.5-0-529.9';-40rr3 "7'0.� �v W a a h l'TO/•70'/ 2 h N 15'45'00'E 9Z17 (""Y W N Q/li 1 I l I ( 403U.Sria LOr LA✓e / (1 S. '( <) o - l MERRITT HORNING ROAD O` 60 FOOT RUR OF fY/AY / AND FLH.0 URRES SURVEYOR'S STATEMENT : ':�4i•, 77. 9RECORD Jo-. 60 ' R /W T PUE (R.v) FES°; '.`/P'O� M00' iF6 MAP WAS PREPARED BY A£ OR IRL+kR MY ClECTRN APD 6 DDAATTAA NN CO FLPON AOF&WXE WFFH TW REOLFWANTS OF FROM 1 J �0� S'55-5 1' DO- E 87- 3076fa I 95'03529 Q, ET2Zg7-C) 8 Z8'(C� ` 10. 00' (R. RI, C) u1 3 020507 ,i. # OF Ff7AUNJ VONACT R01�N LOCALSORDNANCE AT TW Y STATE THAT THS PARCEL MAP SLBSTANn4LLY COSF09a TO 7FE APPROVED 09 a F 7 ryytp /2 s N 78'40' 00' E 105. 00' (R, 6 COOPER TO VON ROTZ G`r -E NOTE 11 PA RCEL 3' 6.40 ACRES 0 0 Y S J8'29' OD- W 97. 11' (R, f ^p tn,/ j 64328' (R) • ADJVJrTd ur 55653(C) .. CQIWCWLLY APPROVED TENTATIVE MAP, F ANY. TFC �# MOMA003 SHOWN HURZON ARE OF TW GFARACTER AND CE AM ARE S 37'49'00'E LEGEND Pbr CAL1F0 l.Njl 1 WYTOTO AND ARE RERRAACCEn 120. 00' (R, RI,C) \ AEASLRED DATA MCRAEI. MOOFEY RCE 20647 glMES 9 -JO -1001 A S55 DATA W4 COUNTY SURVEYOR'S STATEMENT u, (171) 59 MAPS 80, 81 PSC p;OF r '4. 1 FE Y STATE TWIT i NAVE EXAMFED n U FNIL PARCEL MAP Q \ J '.; 4 -z; _-'S ,� J ¢ ,� FOR HFMAN4 VON ROTI THAT R 6 ASSTANMLLY TW SAAE AS CALCULATED PONT POSRION `' fi APPEARED ON TFE TENTATIVE MAP ON FLE AND ANY APPROVED ,°o\ �D.:>�:.• \ MY CANT FOLIO, J/4' IP. rc It., R91 ;, a ALTERATIONS TFFRECF, 7WlT ALL FROVIDCriS TW SIBOM1'6IR! MAP ACT 7FE STATE OF CALFCR•lA AND ANY \ ; NCE 1410) PER (RI) , As LOCAL ORDNANCE APFLCABLE' AT rFE ME OF APPROVAL OF V • SET U01VAFNT, /4 REBAR TAGGED* SAO TENTATNE MAP HAVE BM MPLED W!!H AND I AM a m\ ACF 20647 O! GUfOgp\SAn� 60 w Fm4T T ABY AN) E04C URRF5 EACT TW SE).EMT,{(pLE) \'A X 3/4' IP. RCE NZOJ LA]NIAETJT OFFERED FOR DEDICATION TO BUTTE COi.MYAEL/Ai ACCO% T •� SEAREFD FOR AT 7H5 ME - tt MDNUMEA/T ro o. 44 .EE'8NR TA&LEO RCM 1oL47 PER (R) M'4T /O, LMI t+•g _ DATED. 57UART EDELL RCE 2902 AW II/16 CORNER PER (R) DMES 3-3h0.5 264. 19' (R. Ri, C Dowy C wry SIRVEYCR APPRoc. LOC4 flow OF COLMY CFBUTTE ' j 3Sa94WDO POLE UE EASESENT FCR W 69 O4 PC 122 65B. 9B' (C) eIACr LOCAnv' Nor RECORDER'S STATEMENT ` R RI) D09SMI) IOOIMR) y1Y°/ / Of,. N.. of Rec_.. N 8742 39 E f'O NE O/ .TSI 'Is P/ A/W'/w 1 ` � R-11 PARCEL 2 7.02 ACRES � 1 1.' 1C:: 5 �14 N:N Ijt FNMBUG R 9 12 7 8 13; 18 !1 17 I 16 2� 4;�� -j6 I' 21 LOCATION MAP MAP S 70*11'28•W 115. OD'&,RI) 148.25 P yti l^Y O` 60 FOOT RUR OF fY/AY / AND FLH.0 URRES EASEIF (P.UE .18 7 5 2-14 50 NOTE 2, ry" yry o� 95 -t4f08 , ZO OA S93 sr-ro7w, �-o.�Jz�R MucnacY Ay /.-&&9 !MI) fox d-',' w /yry j It Q 5.10 AFREF . 1 PARCEL '1 / Jm � !b / o w - N 70'36'32'W 115. 00' ��„lrlroAlr/N O Ld f 11 �crNTFt 4✓n + � a 071lER R EAf/O✓AL ✓SES /N AWO ✓uaCR 2 589'47'28'11 215.00'�C,Ri) � 1 1.' 1C:: 5 �14 N:N Ijt FNMBUG R 9 12 7 8 13; 18 !1 17 I 16 2� 4;�� -j6 I' 21 LOCATION MAP MAP S 70*11'28•W 115. OD'&,RI) 148.25 P yti l^Y O` 60 FOOT RUR OF fY/AY / AND FLH.0 URRES EASEIF (P.UE .18 7 5 2-14 50 NOTE 2, ry" yry o� 95 -t4f08 , ZO OA S93 sr-ro7w, �-o.�Jz�R MucnacY Ay /.-&&9 !MI) fox d-',' w /yry j PARCEL 131 y j 5.10 AFREF . 53 A PeIBUZ E/ISEAMW7 GOR 7TK NAVI6Ar/OA/ANd /MC Ie r Of NA✓/bAY/OA/ SNM Af PARCEL '1 / Jm � !b / 54067 S 89'47'2B'W(C,RI) j 5 f 8` BASIS OF BEARINGS- 7W EARINGS 7W BASS OF WJJMI,'S FOR DES MAP AND SLRVEY 6 SPOWN AT RR.Nr'1 B67'WEE.V TNM Fo✓A/O MONUMENTS AJ .SMOWNt TAKEN A3 ,V 14°!9'LB"E PFR (R)- / 688. 87'(C,R1) 40.00 19t - N L4`3O'L)'E Z84•fS2• (L)-1 S 76'53.51'W 7S. 01' 6 / S/7°!9'M•'E. a6.°o cit 1 530"t9'a0"E 91. r1 ���� DCC I / �-/ /°/"t g a- lspl^r "', FLED THS [trNOAY OF /TAY 200` AT9:of AM N BOOK t f t OF MAPS AT PAGESAX= t aAT TFE WOLEST y 6'FEPAAPN VW ROTZ �n Do - Ly3a! 9 z M1 ♦ SEAL NLA4X R CAMACE 1 N BUTTE COIJi/' RECO4<+ER BY DEPUTY W NOTE 1) LOT Lt r AoisT EM Pu? DOCLAENT / 20°i- eoiota 4 2) THAT PORTXW CF FX1 BAR ROAD F OdA/L .CVNORI✓E LY/N4 W?RW TME S"WDARIESOF TW KRECRN SHOWN PAACEISARE 60 FOOT NX NON-UCLLSW PLQX EASE),CMF0R MRESS AND EGRESS AM ROAD AND PU9LC Un RES PUMSES,AUTO BE RESLRVED N DEEDS ADMOV ERY OFFERED FOR DEDCATpN TO TEE COL NTY OF BURS J) TEE EXACT LOCATION OF POLE LIE RIGW OF WAY PER 96 DEEDS 292 6 NOT DEFINED OF !?`COED, AND 40rE r5 r.Wt RA.PewTY. UWA/_ER'S _S_TA_TEMENT A 5rATE44ENr OF OWNEAJWlP /J 8FJNL F/LEO COA/CVRRENrLY UVOeR RECOROCRJ JERIAL wVA4AER .� NQ TES taut. won-mi.ot YE_ n -- l� 41 mr-Ices jAb /ACE b o O/Sr,ANces. - W MucnacY Ay /.-&&9 !MI) fox d-',' °"'ANC`s' LOT L/A/E AD.7USTMEA/T AND ,bS'o tJf 1 l^� °`A) 53 A PeIBUZ E/ISEAMW7 GOR 7TK NAVI6Ar/OA/ANd /MC Ie r Of NA✓/bAY/OA/ SNM Af PARCEL lSOATiNb SW/HH/NL F/.1N/N4 M✓Nf U6 Aw/d .MAP 071lER R EAf/O✓AL ✓SES /N AWO ✓uaCR FOR ' LAS WME CxeeA[ AA/d I✓GLLd/N6 AAMAL,C RIANr Of AC[ESr rG TME WArL'R MAY A~er HERMANN VON- ROTZ PARCfL-S / i L . b) OOCVMe4 r RF(=bM MAACM /4, 1959 VAA)fA �{`. RE[oE9fG'S JER[AL u✓HbCR A9-O9Og4 OF A PORTION OF TFE SOUDI ://2 OF TFE NOR D OyEsf 14 D<SECTDn N , roWNSNf 22 MRh( RANGE J APPKT 7M MSE PAR -5. 77 ro d -M,AVNr. EAST ARDAL AND A PORTXW OF PARCEL 1 QY ' 7) r.416 EL ­r_ccgfl°N oY TNF uT uYY POLE MEPARCEL MAP FOR GA/777Y COOPER M4 MAPS 55 d 56 N TIE U44CORAOR4TED AREA OF BVrTE CRMTY, -\ L./NE CAJeH[N7 Pep 1182 o.R. q z /t ✓ar CALFORbl UJIED STATES OF AWMA oe"'leO I,J 'Me Re nAA , auo AFFECIJ 'MIS 5fMT 1 OF 2 RICH BAR ROAD P/Lor6E ry' PCL 5 f AP.V O// -Z00 -05L Rook /S/ /:o"4c E- Rz A W I LLDAN Ma s Street Marysville, California 95901 Serving Public Agencies 530/749.2373 fax 530/749.2199 www.willdan.com November 2, 2005 Scott Rutherford Butte County Building Department '7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX BUTTE COUNTY PLAN REVIEW REPORT Status: Approved Jurisdiction Job No: 05-2390 Assessor's Parcel No: 017-090-128 Description: McCune -Studio Willdan Project No: 14353-1885-M Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2"d page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: * Plans: Two (2) copies, sheets 1 through 3, dated 4/2005 by Goldman & Rose, S6 dated8/15/05 by RCE. * Structural Calculations: Two (2) copies dated 9/6/05 by RCE. * Energy Calculations: Two (2) copies dated 8/17/05 by Donna Wallace. The plans have been stamped with the Willdan approval stamp and dated. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project; a code analysis, conditions -of -approval and identification of any deferred submittals. Cc: Alice Mefford amefford@buttecounty.net Golomann & Rose, Email: golomannandrose@aol.com W I LLDAN Serving Public Agencies APPLICABLE CODES ' f= Our review was based on requirements of the 2001 California Building Standards Code found in' the California Code of Regulations, Title 24: !; - • Part 2, known as the California Building Code (CBC). r . • Part 6, known as the California Energy Code, and Energy Commission Standards (CECS). CODE ANALYSIS " 4 t' Specific Type of Type of Stories 1" Floor 2 "d Floor Total Sq Ft Use Occupancy Construction Sq Ft Sq Ft r tsta :ws�i+s�, sit s �r� �aJJ� �## j Vii; r z r"a}ux i 3 . ,tg4.%T..R Sx �'�t%.tt. Y V.K� .r S'W. Yie�[.�. �K Nei HOBBY / STUDIO R-3 V -N 1 252 N/A 252 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or - agencies that have jurisdiction over this project. I 1 2. Revisions and/or notes as redlined on the plans. ; 3. All plan sheets shall be signed by designer or person responsible for the plans as required by California Health & Safety Code Section 5536.1. ` ' F . 4. Because this Detached Accessory Building is a Pool House or a Game Room or a Hobbes, approval is contingent on a deed restriction being recorded. Please contact Butte County as soon as possible about initiating the required deed -restriction recording process. County of Butte Residential Accessory Building & Space -Use Matrix 5.,,,1. Upon .completion of the structure, the elevation of the lowest floor shall be certified :by, a registered professional engineer or surveyor & verified by a Butte Co. building inspector to, be'.' properly elevated, & the cert. & verification provided to the Flood Plain Administrator. 6. Field inspector to verify installation' of existing or new smoke detectors in all existing bedrooms and hallways leading to bedrooms (may be either batteryoperated or 110 volt with battery backup) as required when the valuation of any. addition made to a Group R -occupancy exceeds $1000 per CBC 310.9.1.2 through CBC 310.9.1.5 t 7. Gable -End Truss calculation submittal is deferred to Butte Co.'s review at their discretion. F. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. ' DEFERRED SUBMITTALS Our plan review reveals no deferred submittals. Sincerely, Tom Trueb Plans Examiner Page 2 of 2 . f .Ricardo Guzman, S.E. Senior Plans Examiner Butte County 05-2390 Willdan 14353-1885-M_PC1 F t When recorded return to: County of Butte Department of, Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 2005-007�462 Recorded I REC FEE. 22,00 Official Records I County of I CONFORMED COPY 1.00 Butte CANDACE J. GRUBBS 1 County Clerk-Recorderl DD 010:3M 02 -Dec -2005 I Page 1 of 6 Space above for Recorder's Use (rev.7/05) Owner Name: Terry R. McCune and Nancy H. McCune Building Permit No: 05-2390 (Studio) DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS, on this 3rd day of November, 2005 Terry R. McCune and Nancy H. McCune hereinafter referred to as owner(s), is the record owner of the following real property: 12679 Merritt Horning Rd. Chico, Calif. and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County .Department of Development Services is acting on behalf of the People of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 05-2390 was applied for on September. 09, 2005 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 05-2390 has been.reviewed and approved for only the limited purposes set forth below; and VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a change in use or character of use has been approved �by the Butte County Building Official or a change in law has occurred, either of which change allows the uses otherwise restricted herein to be conducted on the real property described herein. Under either circumstance allowing such change in use, Owner shall be entitled to have this Deed Restriction and Notice of Limited Use Facility rescinded by the execution of a subsequent document entitled Rescission of Deed Restriction and Notice of Limited Use Facility by the Director of Development Services; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving. Building Permit No: 05-2390 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 05-2390 to. Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself, and. for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those . restrictions. This. limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: no living, sleeping or cooking. If any provision of these restrictions is_ held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full -force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged Scott Rutherford, Interim Building ffic' I �� ' �1061 �7, and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and. Notice of Limited Use Facility in .the Recorder's Office for the. County of Butte as soon as possible after :the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 05-2390 DATE: l v� �— , 20 Owner Signature a jZ� C e�vc �utot�: Print r T pe Name,- f Above Owner Signature: Print or Upe Name of Above Scott Rutherford, Interim Bui d'ng offici 1 f NOTE TO NOTARY PUBLIC: 'If you are.notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., _please use the correct notary jurat '(acknowledgment) as explained in your Notary Public Law Book: STATE OF CALIFORNIA ) SS. , COUNTY OF BUTTE. ) On OU1FPxY .kr d, ckbS before me, (� . I r'ISC (,(FYI PYX Notary Public; personally appeared .0.1JAe- (or proved tome on the, basis of satisfactory evidence) to be the personKwhose name(�is/subscribed to the within instrument and acknowledged. to me that he/sbrey executed. the same in his/her/their authorized capacityW, and that by his/haf th-Mr signatureW on the instrument the person(s), or the entity upon behalf of which the personK acted, executed the instrument.. y ` mac. Dwim ccmnaa�on 0 1434 o WITNESS`my h nd official seal. soft CMra CM* M►►caleM &0ftA Q 12, 2M7 Sign ure ; ' (Seal) STATE -OF CALIFORNIA ) +SS.. . COUNTY OF BUTTE ' On a before me, P 7 Notary, Public, personally appeared ' per y nown . o e (or proved to me on the basis of satisfactory evidence) to be the personKwhose name(s) is/afrsubscribed to the within instrument and acknowledged to me that ,Pe7�he/tb6executed the same in his/her/their authorized capacity(.ie9j,-and that by his/her/their signatureKon the. instrument the person(. , or the entity upon behalf of which the personKacted, executed the. instrument. .,WITNESS my hand and'official seal. Sign (Seal) Scott Rutherford, � ^� Int rim Buil 'ng Offi ial MV�TM��AI�2W? , This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services. and that Butte County consents to its recordation thereof. Dated: Scott Rutherfor Interim Building Official, Department of Development Services STATE OF CALIFORNIA SS. COUNTY OF BUTTE ) On Joyc-"Bep 17, ,-2co5 before me, Notary Public, personally appeared �cA-rr Ru r►+�rz��2A personally known to me to be the person(Xwhose name*is/apd subscribed to the within instrument and acknowledged to me that he/sem/ty(ey executed the same in his/l 4 /tl eir authorized capacity(ii and that by his/hXr/tA6ir signature(4 on the instrument the personka`), or the en it ty upon behalf of which the personv acted, executed the instrument. WITNESS. my hand and official seal. ;a ature INN MKCM LLAN Cann *don ! 1667051 Notaryroom - CGOOMM wMcaws Mr CCML AP16.2004 (Seal) t ORDER NO. BU -167485 LP DESCRIPTION 1 THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP., RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY. OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 12, 1998, IN BOOK 144 OF. -MAPS., AT PAGE(S) 55 AND 56. RESERVING THEREFROM A NON-EXCLUSIVE PUBLIC EASEMENT FOR INGRESS, EGRESS, ROAD AND PUBLIC UTILITIES AS .SHOWN ON SAID MAP.' PARCEL II: A NON-EXCLUSIVE PUBLIC EASEMENT FOR INGRESS, EGRESS, ROAD AND PUBLIC UTILITIES OVER PARCELS 1 AND 2, AS SHOWN ON' THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON.AUGUST 12, 1998, IN BOOK 144 OF MAPS, AT PAGE(S) 55 AND 56. j PARCEL III: 1 AN EASEMENT OVER A STRIP OF LAND IN SECTIONS 17 AND 18, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M., BEING 60 FEET IN WIDTH AND LYING 30 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED LINE: BEGINNING ATA POINT IN THE CENTER OF THE EXISTING HUMBUG ROAD IN SAID SECTION 18 FROM WHICH POINT THE NORTHEAST CORNER THEREOF BEARS NORTH 04 DEG. 20' 45" EAST, 1818.50 FEET BY TRUE MERIDIAN; THENCE FROM SAID,POINT OF BEGINNING, NORTH 14 DEG. 12' 30" EAST, 816.20 FEET ALONG AN EXISTING PRIVATE ROAD TO A POINT IN SAID SECTION 17; THENCE SOUTH 76 DEG. 53' 30" EAST, 390.00. FEET ALONG AN EXISTING PRIVATE ROAD AND BRIDGE TO A POINT. ON THE EASTERLY SIDE OF BUTTE CREEK; THENCE SOUTH 11 DEG. 22' 35" WEST, 212.00 FEET ALONG AN EXISTING PRIVATE ROAD TO A POINT ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 17. UA�: DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I Exoires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Terry and Nancy A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 12679 Merritt Homing Rd. I IQTrT rm City Chico State CA ZIP Code95928 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)^� 017-090-128 ZJ JJEVELOPMENI A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential SERVICES A5. Latitude/Longitude: Lat. N20.4625 Long. W121.4005 Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood Insurance. A7. Building Diagram Numbed A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosures) NA sq ft a) Square footage of attached garage NA sq ft b) No. of permanent flood openings in the crawl space or b) No, of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade NA walls within 1.0 foot above adjacent grade NA c) Total net area of flood openings in A8.b NA sq in c) Total net area of flood openings in A9.b NA sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bl. NFIP Community Name & Community Number B2. County Name B3. State Butte County Unincorporated Area I Butte CA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 06007c0375 c June 8, 1998 June 8, 1998 X/A none established B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89. ❑ FIS Profile ❑ FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified In Item AT Benchmark Utilized Vertical Datum NGVD29 Conversion/Comments NA a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) 0 Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 443 .50 0 feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) 435.0 ® feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Certifier's Name Jim Pursell License Number 60924 Title RCE Company Name Jim Pursell Engineering C 60924 Address 2360 Baldwin Ave. City Oroville State CA ZIP Code 95966 #-IMPPRTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 12679 Merritt Homing Rd. City Chico StateCAZIP Code 95928 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments; Building is in zone X, on a hill, in zone X, approximately 30 feet above the creek and is in no danger of being flooded. No flood insurance required. Signature Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate Is intended to support a LOMA or LOMR-F request, complete Sections A, B. and C. For Items E1 -E4, use natural grade, If available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is .9,_0 ® feet ❑ meters ❑ above or ® below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is .30 ® feet ❑ meters ® above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided In Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is NA. ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is NA. ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building Is NA. ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ® Unknown. The local official must certify this Information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -Issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Jim Pursell Address 2360 Baldwin Ave: City Oroville StateCA ZIP Code95966 Date 9/6/06 Telephone 530-533-2131 Comments ❑ Check here If attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the corhmunity's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable Rem(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued I G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: -❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth- of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP052390, PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 12/02/2005 APN: 017-090-128-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class License Number:• Site Address: 12679 MERRITT HORNING RD CHI : Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following, reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of iha'Business and Professions Code) or that he or she Is exempt therefrom and.the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who.does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or Improve for the purpose of J sale.). JCJ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects .with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: , _�1Owner:r— WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: O I 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 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy �J 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applican !Z:� WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one 'hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby 'affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Address:. Map Index: Description: studio (252) Owner: MCCUNE, TERRY AND NANCY 3980 SOMMERSET AVE. CASTRO VALLEY, CA. 94546 Applicant: MCCUNE, TERRY AND NANCY 3980 SOMMERSET AVE. CASTRO VALLEY, CA. 94546 Contractor: NORTHWEST CONSTRUCTION 9873 ESQUON RD. DURHAM, CA. 95995938 530-624-6121 License #: Architect: Engineer: ROBERTS, CHARLES Total Square Ft: 252 S.F. Valuation: $16,380.00 Census Code: per7A is hereby iss9d undef4he appf able provisions of the Butte County Code and/or d ons to dicatpd bove f which fees have been paid. (/ Date: PERMIT EkPIRES ON: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of haz1 ardous materials. O Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize represents of Butte County to ntenter upon the above mentioned property for inspection purposes. Print Name;_ ✓✓ �/ I`S . V'' L e C (t &, C _ Signatur­__Z:-�C�> i Date: wner ❑ Contractor 0 Agent for Owner 0 Agent for Contractor U.S: 6EPAATMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. BUTTE SECTION A - PROPERTY INFORMATION T;IaNumber nce Company Use: Al. Building Owner's Name Terry and Nancy MCCune A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg: No.) or P.O. Route and Box No. NAIC Number 12679 Merritt Homing Rd. DE City Chico .. State CA ZIP Code95928 ER GES A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 017-090-128 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. N20.4625 Long. W121.4005 Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Numberl A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosures) NA sq ft a) Square footage of attached garage NA sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade NA walls within 1.0 foot above adjacent grade NA c) Total net area of flood openings in A8.b NA sq in c) Total net area of flood openings in A9.b NA sq In SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name I B3. State Butte County Unincorporated Area I Butte I CA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone ❑ meters (Puerto Rico only) 435.9Q ® feet ❑ meters Date Effective/Revised Date Zone(s) AO, use base flood depth) 06007c0375 c June 8, 1998 June 8, 1998 X/A none established B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE In Item 69: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 61. Building elevations are based on: ❑ Construction Drawings` ❑ Building Under Construction' ® Finished Construction , 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, AR/AH, AR/AO, Complete Items C2.a-g below according to the building diagram specified in Item AT Benchmark Utilized Vertical Datum NGVD29 Conversion/Comments NA a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) 0 Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 43•.50 ® feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) 435.9Q ® feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. -FES 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. O' J'P'ME��� ❑ Check here if comments are provided on back of form.- � Certifier's Name Jim Pursell License Number 60924 40-C (30944 Title RCE Company Name Jim Pursell Engineering Address 2360 Baldwin Ave. City Oroville State CA ZIP Code 95966 %P CI I �rFOF � AUFOQ Signature Date Telephone 530-533-2131 F IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 12679 Merritt Homing Rd. City Chico StateCAZIP Code 95928 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments ; Building is in zone X, on a hill, in zone X, approximately 30 feet above the creek and is in no danger of being flooded. No flood insurance required. Signature Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate Is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, If available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is .54 ® feet ❑ meters ❑ above or ® below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is .50 ® feet ❑ meters ® above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided In Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is NA. ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is NA. ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building Is NNA. ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ® Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Jim Pursell Address 2360 Baldwin Ave. City Oroville StateCA ZIP Code95966 Signature Date 9/6/06 Telephone 530-533-2131 Comments ❑ Check here 0 attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued I G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: -❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments 0 Check here if attachments (41. :09 011'o fxltl Oh8 10%x f)11.,j2. bri ul.14rrrm t!mqN; nc. vii �f ;i61;u7ol Q!A .;)f�bccit p!Wivd 10 :)n rJ N mi�rl 01,r 'I' C.�;T�Vv) A MMCDX� CA "401 1 ur,;M 'It 9 A;�rr,4,L�,a b"Au'ria"k, 10 N"' OJ s N;qflua 0', E .,�,:343 ";T!Q:: A bot; C).,, iol Otwoiqal it: qvckfin ai bjmzv)15 JIII ,1 esxod f.wxnqinqqs ix- J.9 vio!2d fK L' .A Ior -,t tl nil- ,0AJ uri) woled j lu z mdern (fr=o;wss io 5 q;! 1wwz, fiilim ea ; Z? mj!w.i� qr)T (d L�N) 1.3 1(,AJns 13 z;-, A. r. bsbiv,�:q mf: irfer:-* bcocn Inan uii'leq, 1111v P.-'; ?m S. rA;i f;q 0 1 -* a . .-. - A)AH el! -,',o):�d r lO'vvuJ �' IlSlsrn lorl et C,;,b;ue -0; 1 tr -ih P ni F�,� rk0eval!) - ofe 'SiT, !itr I DAf i aiff vx.l 3d 01 lvfrvf,:Isu �Svosm0i AV a: Ic lq:' .0AH 961 wof%id TE] to c. !ods D alsomm " j"!'o i'D v1:b!W(1 w`, rviio.vm*e 1I,-7� 1!1. 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(530) 538-7601 v{ww.buttecounty netidds 4 RESIDENTIAL APN: Permit No. Owner. 017-090-128 05-3103 alERRI7.IjP-RNINGRD, CCUNE, site AddrksCHICO Cont: WF SQUYRES� s 4 Contractor. i-- FIRE SPRINKLERS Type of Permit: l a t ' += OK n o tim nK MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/0-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap NatE] or LPQ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Cirncs. 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs Q Foundation 0 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE ID E C K S'C O V E R S'C A R P O R T S `G A R A G E S 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-DpthSpacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Deral-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-AnchrsStuds-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls 40 DATE IPOOLS 1 Setbacks -Easements 2 Soils; CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GF1 • 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w15'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w15' Crcltng Eqp-Pool Ightg Boxes-Enclsrs-pniboards4nsultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr, Fencing -Alarms 13 Bonding, Diving board or Slide as` Pool Drawing . _ caeta._..a..a'asa+�f.+++Chw-.#:.Y2...`.:St=•s.rart�•^- .__.._ ,ti..��.. _... • .- .. � = OK 0=Not -- RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR DATE IPLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth ' 56 Shwr Pan; Test, First flr-Tub Acc 5 Stemwalls Main; Steel -Blockouts-Wrapped 57 Test Tub & Shwr, 2nd fir - Tub, ACC 6 Stemwalls Garage; Steel-Blockouts Wrapped• 58 Gas�'pe; Sz & Anchrs 69 Hold Downs and Special Anchrs , -O(a 6L&L 53'Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way C/0 -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE IMECHANICAL 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 61 AC Ducts lnsultn & Support 14 Girders-Sills-Anchr Bolts-Joists-Vnts-Cripples 62 Vent Fan, Exhaust abv lnsultn 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16, Insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic mac` mac` 0 DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE F I N A L 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage; abv-fir-Ducts-Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 70 GFI & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Clrnc 72 Elec Trim & Subpnl, Breaker S2s & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Clrnc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking CImc 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door; Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Cimc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3" drain 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 81 Plmb; Elec & Mech Eqp Listed for Loctn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnls 83 lnsultn-Foam-Looked in Attic 38 lnsultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters []Yes [—]No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-CImc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd DATE JELECTRICAL 40 Fxtr & Trnsfrmr CImc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntltn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous Inspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-C10 to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz ga Q CU or QAL 98 Ad ess Posted AC Wire Sz ga ❑ CU or QAL — — ire Sprinkler 48 Range Circ ga QCU orAL Oven Circ ga QCU or [:1 AL Insulated Neutral QYes QNo 0+``—O��O o'er o`er 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds PERMIT NO. BPO53103 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 12/02/2005 APN: 017-090-128-000 the Business and Professions Code, and my license is in full force and effect. .Z7i ��� License Class: License Number: / Site Address: 12679 MERRITT HORNING RD CHI Date: -®� Contractor: Jq M!4±2- Map Index: Description: FIRE SPRINKLERS FOR BP#052388 p OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: MC LUNE, TERRY & NANCY to its issuance, also requires the applicant for such permit to file a 3980 SOMMERSET AVE signed statement that he or she is licensed pursuant to the provisions of CASTRO VALLEY, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 94546 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: SQUYRES JR, WILLIAM pP Code: The Contractor's' 94ate License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, P O BOX 3176 provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one CHICO, CA 95927 year of completion, the owner -builder will have the burden of (530) 345-1012 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: SQUYRES JR, WILLIAM and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). P O BOX 3176 ❑ I am Exempt under Article 3 of the Business and Professions Code CHICO, CA 95927 (530) 345-1012 Date: Owner: License #: 275206 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier. Total Square Ft: 0 S. F. Policy#: Valuation: $0.00 Census Code: ' 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 workers' compensation laws of California, and agree that if I should become subject to the workers' O u compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. (t� 1 — U � Dale: 11( Applicant:41. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This perm' ' hereby issued un th applic le provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolut' ns to do work indi ed ab a for ich fees have been paid. '—d performance of the work for which this permit is issued (Sec 3097 Civ.) may' /2 -2 By: Date: Name: Address: PERMIT EXPIRES ON: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. Cl Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. { I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful_ to alter the substance of any official form or docunvnt of Butte County. I hereby authorize represent roes of Butte County to enter upon the above mentioned property for inspection urposes. �° Print Name: Y. V `tit^" J V Signature: Date: ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor �; - ilfZOTES. RESIDENTIAL PERMIT NO. 017-090-128. T 05-2388 C CUNE, TERRY & NANCY ERRITT HORNING, CHICO • Cont: OWNER NSF(LIV, GAR,COV) Xk ^ +K-7/ MIS (ozy~ c _ �• ; .. � � �- ��/f#� lel y d - - SPECIAL CONDITIONS I CHECKED L By -L/_ SRA ,�- .. • � � r, µ E ROLOODCERTIF CAT .. FIRE SPRINKLERS REQ. ,t SPECIAL INSPECTION ITEMS . t� VERIFY - •� (. E� USE PERMIT CONDITIONS' ' SUB -STANDARD HOUSING LETTER I M - r N PASS ct7tafl' camp OFFICE COPY'- Address- GAS OPY'- Address-GAS Meter ByDate ELECTRIC G Meter By Date E , JOB-FINAL.ED�(Date)(in Signature _v` 4-oK 0 .Not OK .= Not ApprkReady lire . . =Not Ready +' ! IVI®B I L E HOMES Date MOB4LE HOME UTILITIES (Plans) OK except #'s Card B-1 Date' t. Zoning Requirements -Setbacks -Easements - 2. Soils. Special MH Support Sketch 3. Sewer, Location-Test-FaO-C/O-Concrete 1. Zoning Requirements -Setbacks -Easements 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete i 6. Gas; Location=Test-Wrap;=/ - P L'fL ' / P Nat or / P L 'ftj P LPG 3. Blocking 7.' .Wefl Clearance & Disconnect 8. Utility Clearance, S. "Electricity; MH Test - Date Card B-1 Date Card B-1 Date Card B-1 Date . Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except it's 1.- Zoning Requirements -Setbacks -Easements 2. Footings; Size-Spacing-Martiage Line 9. Exits 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fail -Flex Connector 11. Verify #'s with Office 6. Water, MH Test-Regulator-Connectot 7. Water and Sewer Connected -M to Grade -HD Approval 8. Gas and Electricity Tagged Card B-1 Date 9.' Tie Downs -Type -Installation Cert, Date . 10. Exits; Insp.-Sketch Card B-1 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date' Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line i 3. Blocking 4. Gas; MH Test_Demand-Valve S. "Electricity; MH Test - 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged _ 9. Exits -10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date . Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors . 7. Electric 8. Frmg.; SiAs-Anchors-Studs-Rftrs-Tnisses 9. Siding; Nailing-Veneer-Stucca•Mesh 10. Roof; Shthg-Roofing 11. Ext; Steps -Doors -Landings 12. Braced Wall Panels Date Cana B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 'POOLS (Plans) OK except It's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structtue; Steel -Connections -Thickness Dead. Men -Lining 4. Elec.; Receptacles and Lighting. Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec., Enclosures; Conduit Entries Terminals -Listed 7. Elea; Bonding; Metal w/5' -Circulating Equip: Heater 8. Elea; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-'Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11.. Light Niche -12. Enclosure; Fencing -Alarms -------------- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1=OK r.= Nat OK = NotAppkahle Nut Ready date RES1®EN i.IAL, (Single & Duplex) t #'s I Date FRAM1pLG (Continued) " • _ Flood -Slope V. Hangers -Post Cans -Anchors -Connectors . 3,2 P Ftg. Depth / g.,: Porches & Decks: Soils -Steel-/ P Ftg. Depth emwalls, Main; Steel-Blockouts-Wrapped S�C Hold Downs and Special Anchors 7. Slab, Steel -Wrapped - 8. Piers-Fueolace Fto: Steel .V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 4]-0l4 WSRT UF, Gas Pipe; Size Anchors -Yard Gas Piping Size Test r- :11 -Water Pine: Test -Anchors -Regulator -Service Test • 12. Electric Un 113,-P enums & YfV. lll.lrG�J 4 .GIl1CY V1I 16. Insulation. - Date , Z3, (: Card B-1 P, (: Date ' Card B-1 Date ) - 20 -Ob Card B-1 rAAA�'S Date- - Card B-1 Date PLUM NG (Permit) OK except #' *.-Water ater Htr.; Vent-AccessCombustion Air Baffle ' 1g! I�Vater Pipe; Test & Anchor-Nai�9EUan 1AiClW.V.; Test Fittings & Anchor -Nail Protection trgA-V6 LSD Shower Pan; Test, First Floor -Tub Access 7- 22. 22. G Pipe; Sixe &•Anchors - - ue Sprinkler, Test Date Card B-1 Date - - •- Card B-1 Date r:';,, Card`B-1 Date —Card B=1 -� Date y :ELECTRICAL (Permit) .OK except #'s QwooElec. Receptacles Spacing -Lights & Switches at Doors iZ Boxes & No. of Conductors Stapled ex Installed Close to Edge of Studs & C.J. 28'Equip. Ground made up w/Meth Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size GFI 3 . eed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or AI 91!Range Circle/ /ga Cu or Al -Oven Circ. / /ga Cu or AI dated Neutral O Yes O No 32. ce-Riser Conductors & Ground Main Disconnect !. Clearances Panels -Motors -Meeh. Equip. thes.Ctoset Light -Shower Light -Spa Light 451"Smoke Detector I Date Card B-1 Date Card B-1 Date _ Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s C. Ducts Insulation & Support Van, Exhaust above insulation ensate Drain & Overflow, Size & Grade F ce-Vent Access -Comb. Ait-Return Air Vent 115 Outlet A—Attic Access A Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMJNG (Permit) OK except #'s Sills P oper Materials & Anchors aJsStuds-Nailing Spacing & Braces -Plates -Sound 4 Ming Walls over Girders & Floor Nailing 4 Dr ft Stop in Walls (rat proof) Fir tops, Furred Ceilings -Stairs -Chasers -Tubs 46�Headers 9 Beams -Size & Bearing U.-Vipg. Joist-Rftr. Ties-Purfin-Roll Brac.-Truss-Shting: Rtng. ue ace Ties or Type A Flue -Fireplace Throat Clearance aY rsonn h= ng or tng Doors " . en ions O Fre Protection Framin -RC p Line Firewall & Openings Doors -One T -Check Garage 3rd Story, 2 Exits b5!St4iPs�-Width-Headroom-Rise-Run-Landing-Fre Protection 5&. -,Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. qWg-Nailing Veneer - Area -Glass 61. Brace Interior/Exterior Wall Panels 62. I lation-Walls-Ceilings - Inf oration -Walls -Windows pG Card B-1 Date :, :- Card 13-1 Date Cana B-1;%• : • Date Card B-1 Date FINAL (plans) OK except #'s • 4*.'-Ext,_Steps-Door & Sidelight-Protection=Landings , wok -Detector 6 mace Vents -clearance -Comb, Air -Connector - In Garage'. Above Floor -Ducts -Meth. Protection t68!G.F.I. & Bath Fixtures & Tub Access -Spa 9. T'm & Subpanel, Breaker Sizes•&.Labels O & Rails 71 geplace or Stove, Clearance -Hearth' .4 ` ec: Outlets at Wood Panel,•Int & Ext, ,: Fit: & Appliance; Ground -Air -Gap -Cooking Clearance ec lets. & Receptacles at Kit. Counter 75iC erage Fire Door, Swing-Lariding-Closure _ _ a -Garage -Damper: r- ' Htr.: Vents -Clearance -Comb. Air Connector-P.R.V. -' iri Gara e; Above Floor MectEProtection - T__ a' , Elec. & Medi. Equip: Listed for Location - "- 7�9iElecgecepticles in Garage (FFI.)-Romex Profection '" si l -'o Foam -Looked in'Attid 'Qj,;euardRaiN'&Deck Construction=PosfCaps ' " dn. VBents & Crawl Hole Door Drainage & Wood -Earth' "CleW : ce Looked under Floor ' ❑ Yes - owin ' IrislldJDrive O Yes O IJo/Walks O Yei O NaJPlanteis O' Yes O No tp Okb Stucco Brow mish nit Disconnect, Electrical -Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing wr Elec. Trim, G.F.I. Receptacle -Underground qZ.,ve4lation Throughout House est- ers Tagged, Gas -Electric Sewer Connected -C/O to Grade -HD Approval ergy Compliance Certificate -Other Certificates Address Posted Fire Sprinkler Date Z-Ofp Card B-1 C - Date Card B-1 Date jf6 Card B-1 -egiaate Card B-1 Date Card B-1 ate Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVIELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 l �` CORRECTION NOTICE ,. �� cutifc S- 23?9 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at 4. the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional .r- explanation, please contact the Building Inspector as indicated below. rr ' �� �I�Ovi1�E TtZAI�LS�1T/�ti/ S'T21P Fob SuD��S ,� _ WITH THTZE�Hd L/,1S r�uE2- I �� - LI ()HTS TO SH&LUC s //.I CLOSE -TS Woe A P -C FAULT C j t -,>.c u r 7 COST AD DZcSS D�� vE�v� M cc ?ap' Chl' 9 � J. r: Date Inspect obr%OCA IMCNTE IZ 3.-.. REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 r'` r FIRE SAFE REQUIREMENTS Butte County Fire Department California Department of Forestry and Fire Protection /y� 176 Nelson Avenue, Oroville, California 95965 • (530) 538-7888 Property Owners Name: I � ! C CIAME I ER RTJ / 1'4 m c -y _Inspection Date: Property Location: ( z G-ig MC-i3RIT -r fk"Ild City: C -HI co Phone: O Building Permit # 09 - Z 388 r 1272.06MAIN IMNANCE OB.DEFENSMLE SPACE MMASURES k � To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilizati of the defensible space provided for these standards doting a wildfire pr its for annual maintenance shall be included in the development plans F. shall be provided as a condition of the permit parcel or ma approval. DI, (� It is the property owner responsibility to annually provide def nisrbk: space measures around struchnes on this property as required by law C 4291 PRC 4291 information will be provided at the counter when the pe it is issued. ' F.3273 O. DRIVER` YS x3-dS o'�6 (a) All new driveway construction or an extension of 90efisting driveway shall ;2 ..,'ir comply.with Public Resources Code 4290 road wa uirements. I&SWdriveway new or was it extended? Yes No ❑ (b) All driveways shall provide a minimum 10' traffic lane and unobstructed vertical clearance of 15' along its entire length. Driveway width: Vertical Clearance: i (c) Driveways exceeding 150' in length, but less than 800' in length, shall ✓_ Ovide a turnout near the midpoint of the driveway. Where the driveway exceeds 800', turnouts shall be ovided no more than 400' apart. wa len the d) A turnaround shall be provided to all building sites on driveways over 300' in length,andshall be within 50' of the building. )t✓w Tutnarwtod s ce frost build' 8 - 1273. OADWAY SURFACE: The ace shall provide unobstructed access to conventional drive vehicles, i ding sedans and fire engines. Surfaces should be established in conformance th local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts and turnarounds. Depth ofaggregate base: &k12 .03,WAY: - ES • gR? The grade for all roads, streets, private laces and driveways shall not exceed 15%. All grades over 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No drivewa owed in excess of 20%. of % .�1., : s 1273.041ROADWAYRADIUS' i; F4T > d a % p rel ax (a) No roadway shall have a horizontal inside radius of curvature of less than 50' and additional surface width of 4' shall be added to curves of 50-100' radius; 2' to those from 100-200'. uestionable horizontal curve radius: (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures designed to hold or divert water, shall be not less than 100'. onable vertical curve length 7 i✓1. f 12'f3.05 `=ROADWAY• OUNDSrAI*� Turnarounds are required on driveways as specified in this article. The minimum turning radius for a turnaround shall be 40' from the center line of the road If a hammerhead -T is used, the top of the "T" shall be a minimum of 60' in length. T ofroadwa � turnarused? Measurements? O 273.06'.ROADWAY-TURNOUTS1ab?fG.S Turnouts shall be a minimum of 10' wide and 30' long with a minimum 25' taper on each end. RoadwaX turnout measurements and location: 4a' pt _._ ' 1273:07;ROADWAYSTRu 7 `' e 'tv§, .' 131 i7a' S (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the ro9dway bed or shoulders) shall be constructed to carry at least the maximum to and provide the minimum vertical clearance as required by Vehicle CodeSe ns 35550, 35750 and 35250. 1 Bride certified by aregistered Civil Engineer.) Yes No ❑ (b) Appropriate signing, including but not I' ted to weight or vertical clearance limitations, one-way road or single lane c ditions, shall reflect the capability of ch bridge. F Correct signs installed? Yes ❑ No (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to k• ? the other and turnouts at both ends. Turnout measurements on each end O Building Permit # 09 - Z 388 r n12731UGATEEN'1RAi�SCES't'c+ (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving the gate. Gate measurements on ends: (b) All gates providing access from a road to a driveway shall be located at least 30' from the roadway and shall open to allow a vehicle to stop without obstructing DI, (� traffic on that road. Gate distance on driveway from road: (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40' turning radius s be used. Turning radius mom: Al U ;2 ..,'ir XV14.08 ADDRESSESFORBUHMINGSRt All buildings shall be issued an address by the local jurisdiction, which conforms to that jurisdiction's overall address system Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. Is address correct? Yes ❑ No ❑ ✓_ Y 1274.09 SIZE OF LE NUMBERS AND' SYMBOLS FOR ADDRESS'. ize of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. Letters, Numbers and Symbols correct? Yes ❑ No ❑ )t✓w !A7410 INSTAILATIONLOCATION ANDYISMEUTYOFADDRESSESI' (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and vi ible from both directions of travel along the road. In all cases, the addre all be pasted at the beginning of construction and shall be maintained th r, and the address shall be visible and legible from the road on which the s is located. Correct? Yes No ❑ (b) Address signs alonpd&way roads shall be visible from both the intended direction of travel the opposite direction. Correct? Yes No ❑ (c) Where multiple addresses a uired at a single driveway, they shall be mounted on a single post. Correct? Yes ❑ No Er (d) Where a roadway provides access solely to a single commercial or industrial business, the address !o0rhall be placed at the nearest road intersection providing access to that site. Correct? Yes No ❑ f'1"I SETBACK FOR STRUC.TURE IDXMSE13LE SPACE I Am ? v (a) All parcels 1 acre and larger shall provide a minimum 30' setback for buildings and accessory buildings from all property lines and/or the center of the road. (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same ctical effect. t SAME. PRACTICAL EFFECT: RE UIREI►IENTS If a Building Setback is less then 30' from try lines and/or the center the road, the following shall apply: • Class A mof - Correct? Yes 00No ❑ • Fully enclosed eaves on entire structure - Correct? Yes No ❑ • Metal doors Ipmard propertyline with insufficient setback Yes ❑ No Ee- • Siding o fire structure from the following list: 07 —c -co -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials Correct siding used on entire structure? Yes ❑ No ❑ 1276.02 DISPOSAL OF FLA1WMABLF VEGETATION AND FUELSi£ +Of*�i Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be comp/ prior to completion of road construction or final inspection of a buildi t. Completed? Yes o ❑ k• ? hOTRER REQUEREMENTS= B"TALLATION OF MlDE_NTUL'F1ME1WL, b PJtt[N1Q.F,RS A , a' •t T �3� fv �'�`. if your property was par of a parcel split after July 1991, you are required to install residential fire sprinklers. It is the propeitpo.wner's responsibility to the official parcel map to confirm ifs rink! are required. Aresprinklers required? Yes ❑ No resprinklers installed? Yes ET No ❑ Re -Inspection Dates Inspector No. Violation/Remarks Cleared 1 / 3 Yellow — Fire Prevention Pink — Property yOOwner L)IMbutron: wtute—tiurtmngaeparunent BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP052388 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 12/02/2005 APN: 017-090-128-000 the Business and Professions Code, and my license is In full force and effect. License Class: License Number. Site Address: 12679 MERRITT HORNING RD CHI Date: Contractor: Map Index: OWNER -BUILDER DECLARATION Description: nSf (2304), gar (757), Cov (925) I hereby affirm under penalty of perjury that I am exempt from the Contractors' Slate License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a MCCUNE, TERRY AND NANCY permit to construct, alter, improve, demolish, or repair any structure, prior Owner: to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 3980 SOMERSET AVE the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or CASTRO VALLEY,. CA. she is exempt therefrom and.the basis for the alleged exemption. Any 94546 violation of Section 7631.5 by any applicant for a permit subjects the applicant to a civil penally of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees .with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an MCCUNE, TERRY AND NANCY !' owner of property who builds or improves thereon, and who does Applicant: such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 3980 SOMERSET AVE sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of CASTRO VALLEY, CA. proving that he or she did not build or Improve for the purpose of sale.). 94546 I, as owner of the properly, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Prdfessions Code. The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: NORTHWEST CONSTRUCTION O 1 am Exempt under Article 3 of the Business and Professions Code ..•� 9873 ESQUON RD. Date:/2 - Own �f 7�' IQ.=L/�z-�? DURHAM CA WORKERS' COMPENSATION DECLARATION 95938 I hereby affirm under penalty of perjury one of the following declarations: 530-624-6121 ❑ 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 License #: is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Architect: i insurance carrier and policy number are: Engineer: ROBERTS, CHARLES Carrier. / • Policy #: I certify that in the performance of the work for which this permit is Total Square Ft: 3986 S.F. 1 // Issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Valuation: $182,728.00 and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, Ishall / forthwith �comply with those provisions. / - Dale: �•- . Q� Applicant:c:i �1 WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. COnIgTRI �r,TlnN _on;D;flG gCEt.CY- -- Tnls r .^` =; ,,o,eLy r;s ,ru derthe licabi roJfsions or the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutio s to do work irldi ted abov for whW1 fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) / /� Name: By: Date: Address: PERMIT EX PI S ON: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑. Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name;[ L ✓ ti` L C( vl 'E— Signal 7 �( �, ' ` ✓r�� Date: Owner ❑ -Contractor ❑ Agent for Owner 0 Agent for Contractor 0 S - 238g IA151- INTER -DEPARTMENTAL MEMORANDUM D S - -1 3 90 Se o �- 3163 TO: BUILDING DIVISION, OROVILLE FROM: G; �o-}}r,,,►�,t- lc� �� , ENVIR. HEALTH, CHICO DATE: 7- l Gl - 6 6 RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: /'I e_CSEPTIC: WF,LLx AP#: 1-7— b ct b — 1'2-,? ADDRESS/LOCATION: /t'j err;1`f —,//o r n ' Comments: GL/memos/releaseho I d INSULATION CERTIFICATE ,,.• - r Job Number: F 7230 Northwest Construction 112679 Merritt Horning Rd., Chico CA j Contractor/Owner Name Job Address (street, cite, state) Butte County Subdivision Name Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material: Brand Name: f „ Thickness (inches): Thermal Resistance (R Value): 2. CEILING Batt or Blanket Type:j Fiberglass Brand Name: Knauf Thickness (inches): 12 & 8 1/4 Thermal Resistance (R -Value): 38 & 30hd � Loose Fill Type: Brand Name: Minimum Installed Weight/ft I I lb a Minimum Thickness: M inches, Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value): 3. EXTERIOR WALL Frame Type: N A. Cavity Insulation Material: I Fiberglass Brand Name: Knauf"^� Thickness (inches): 5 1/2 & 9 3/4 Thermal Resistance (R -Value): 21 & 32 B. Exterior Foam Sheathing , Material: Brand Name: Thickness (inches): ,' Thermal Resistance (R -Value): 4. RAISED FLOOR Material: M Fiberglass Brand Name: Knauf Thickness (inches): k 61/4 Thermal Resistance (R -Value): 19 5. SLAB FLOOR/PERIMETER Material: N Brand Name: Thickness (inches): Thermal Resistance (R -Value): M Perimeter Insulation Depth Inches: N 6. FOUNDATION WALL y Material: N Brand Name: Thickness (inches): ' l '. Thermal Resistance (R -Value): M DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicable. a &l D, 2, 3&4 0 r Chico Insulation &Fireplaces Item Number's Signature and Date } Installing Subcontractor (Co. Name)'or General Contractor (Co. Name) or Owner . ti• Item Number's Signature and Date y Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner FROF Tt LINE fl 0$i LINE 0 �- F< OA< LE&ENI;) - TE3M TEMF'O1i;-,AR)' 5ENC/H MARS Tf5M 2, COSI Q / Er;�6E OF ROAD C)Arlo' OR r UN�ER6ROUND \\. SERV10E ALERT ` of Norttorn Gaittor l MO M Coll: TOLL FRF- r: v, � >>° �G�L�. I 10r 1®500-642-2444 00 N T1N0 WOR<ft5 rWrS BEFORE YOU DI& � a\ � SQUARE FOOTAG a E3U <E E T E E RESIDENCE 2304 SQ. FT. STUDIO 746 SQ. FT. TOTAL 2556 SQ. FT. 14 #� I I� 12" FINE GARAGE 757 SQ. FT, . O U LEGAL AL DEscR1PTIo 4 •O,< A.P.N. �•I�--1 PARCEL 3, 5.15 ACRES w MERRITT HORNING ROAD fly' • SHEET 11�DEX SITE PLAN ' f � SLrI�Nit✓.tLS�-r3�� {,d�vt,/ t'Lt r••t P r--. M t �p01, 2 FOUNDATION PLAN M / 3 FLOOR PLAN tttLp�► 1 �. ��� ��` w 4 ELECTRICAL PLAN 2 FR INTERIOR ELEVATIONS $ EXTERIOR ELEVATIONS • f,, �-�fah r�� / 7 EXTERIOR ELEVATIONS fez W- 8 ROOF PLAN • P�. po 5 t✓ t� ' CROSS SECTIONS/ DETAILS F < 0A ool`• 10 MATERIAL SPECIFICATIONS �,vvw- � • II ENERGY CALCULATIONS �• °*l.t�tL P�r•tfii • 12 ARCHITECTURAL DETAILS . `�. 20o p,t•.aP • Si STRUCTURAL SPECS ' MAr�i mt4a. S3 STRUCTURAL SPECS • �` � - ��'`��-y ��'� e''� S6 STRUCTURAL SPECS • H1 HARDY FRAME DETAILS • H2 HARDY FRAME DETAILS �,►i-M , ' H3 HARDY FRAME DETAILS otlt-t t� ,�.. Bi v; I ELEV. 100 ,► 4 0 ujx f uJ -41�j U •. 4 _ e h Z 4' jjj • 0 Vii_. _ • V It ii..l6 • • /�, v �� Y t12 Vz U o ,r E31 0 t ' - p L -- LL t<OI / "' �- C�o axP 0 A 4 Vit=. @ 1111.5 • o p s w . rr LEr G� It-!� 5 . 9 ._ I � �� I�--- �v•t- - �t oto r _ , x 00 ; s r- C, Off, %r r / FI�"ft..112•• � � L W �. w OW o -- O a too MAskt NOTE .T ELEVATIONS ARE RELATIVE. EL TIONS 1 5HOM ARE RELATIVE TO �ONTRO IIT TE3M I, ELEVATION SET AT 1000. S .. Lvvn 3 �'arvo • , S{� <S TQM `' G . • 3 ! °' 64 li ,4/3a F•aa jo tiL-- 4 /IA4 ?i74 • la ; Y X -CA P If YDRUlV1C;S --RESIDENT I AZ FIRE SPRIILKLER HYDRAULICS 4.4 - SUBMITTAL. Page 1 ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : P.O. Box 3176, Chico, CA 95927. ►� Date: 11-11-2005 File: C:\RESDEN44\MCUNE.RES �, JOB : residential 2 heads flowing SOURCE STATIC : 45.0 Psi RESIDUAL 40.0 Psi FLOW' 30 Gpm DESIGN SPRINKLER MANUF : reliable MODEL rfc 43 1 SPRINKLER Q 13.0 Gpm VALVE .0 Psi SPRINKLER P 9.1 Psi METER .0 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. Feet FACTOR Psi Gpm ----------------------------------------------------------- 1 10.0 4.3 9.1 13.0 2 10.0 4.3 10.5 13.9 3 10.0 13.7 4 10.0 20.3 5 10.0 22.4 6 10.0 _ 23.9 7 10.0 24.9 8 2.0 29.2 5.0 DOME 9 2.0 SOURCE 29.7 31.9 SPRINKLERS FLOWING 2 AREA PER SPRINKLER 256 Sq Ft TOTAL DESIGN AREA 512 Sq Ft MIN SPRINKLER FLOW 13 Gpm�10N co ®� REQUIRED DENSITY .051 Gpm/Sq Ft Q� COMPUTED DENSITY .051 Gpm/Sq Ft W f Fi TOTAL SPRINKLER FLOW 26.9 Gpm acting 0.275203 +t TOTAL DOMESTIC FLOW 5 Gpm C_16 � �f> TOTAL WATER REQUIRED 31.9 Gpm C?F CAL,f O TOTAL SPRINKLER PRESS 29.7 Psi WATER METER LOSS .0 Psi VALVE FIXED LOSS .0 Psi Copyright(2004) SUPPLY PRESS AVAILABLE 39.4 Psi by, DEMAND PRESS REQUIRED 29.7 Psi Hydronics Engineering PRESSURE CUSHION 9.7 Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 MAXIMUM VELOCITY 8.9 F/S (800) 845-9819 BUTTE COUNTY BUiLDING DIVIMIN APPROVED -- ��/Z glace iJ HYDRONICS: RESIDENTIAL FIRE SPRINKLERHYDRAULICS4.1 SUBMITTAL. Page 2 _ ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : P.O. Box 3176, Chico, CA 95927. Date: 11-11-2005 File: C:\RESDEN44\MCUNE.RES JOB : residential 2 heads flowing PIPE BEG FLOW K -FACTOR LENGTH Q -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS P,si ------------------------------------------------------------------------------- END DIAMETER TOTAL (Psi/Ft) 1 q= 13.0 K= 4.3 L= 7.0 Pt 9.1 Pt 9.1 1 Q= 13.0 F= LR F= 8.0 C= 150 Pe .0 Pv -.3 Vel= 6.8 D= .884 TL= 15.0 .0892 Pf 1.3 Pn 8.8 2 -------------------------------------------------------------------------- Pt 10.5 2 q= 13.9 K= 4.3 L= 19.5 Pt 10.5 Pt 10.5 2 Q= 26.9 F= RRL F= 9.0 C= 150 Pe .0 Pv -.5 Vel= 8.9 D= 1.109 TL= 28.5 .1138 Pf 3.2 Pn 9.9 3 -------------------------------------------------------------------------- Pt 13.7 3 q= .0 K= .0 L= 46.5 Pt 13.7 Pt 13.7 3 Q= 26.9 F= 6RB F= 11.0 C= 150 Pe .0 Pv -.5 Vel= 8.9 D= 1.109 TL= 57.5 .1138 Pf 6.5 Pn 13.2 4 -------------------------------------------------------------------------- Pt 20.3 4 q= .0 K= .0 L= 9.5 Pt 20.3 Pt 20.3 4 Q= 26.9 F= 2RL F= 9.0 C= 150 Pe .0 Pv -.5 Vel= 8.9 D= 1.109 TL= 18.5 .1138 Pf 2.1 Pn 19.8 5 -------------------------------------------------------------------------- Pt 22.4 5 q= .0 K= .0 L= 31.0 Pt 22.4 Pt 22.4 5 Q= 26.9 F= L F= 8.0 C= 150 Pe .0 Pv -.2 Vel= 5.6 D= 1.4 TL= 39.0 .0366 Pf 1.4 Pn 22.2 6 -------------------------------------------------------------------------- Pt 23.9 6 q= .0 K= .0 L= 13.0 Pt 23.9 Pt 23.9 6 Q= 26.9 F= LL F= 16.0 C= 150 Pe .0 Pv -.2 Vel= 5.6 D= 1.4 TL= 29.0 .0366 Pf 1.1 Pn 23.6 7 -------------------------------------------------------------------------- Pt 24.9 7 q= .0 K= .0 L= 8.0 Pt 24.9 Pt 24.9 7 Q= 26.9 F= 3RS F= 13.0 C= 150 Pe 3.5 Pv -.2 Vel= 5.6 D= 1.4 TL= 21.0 .0366 Pf .8 Pn 24.7 8 --------------------------------------------------------------------------- Pt 29.2 8 q= 5.0 DOME L=, 1.0 Pt 29.2 Pt 29.2 8 Q= 31.9 F= RL F= 9.0 C= 150 Pe .0 Pv -.3 Vel= 6.7 D= 1.4 TL= 10.0 .0501 Pf s .5 Pn 28.9 9 -------------------------------------------------------------------------- Pt 29.7 -------------------------------------------------------------------------- Meter = .0 e9 Q= 31.9 <<< SOURCE >5> Pt 29.7 ------------------------------------------------ --------------------- E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouP1g S=>SwgChk G=>GatVly HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.2 - SUBMITTAL. ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : P.O. Box 3176, Chico, CA 95927. DATE : 11-11-2005 FILE C:\RESDEN44\MCUNE.RES JOB : residential 2 heads flowing PSI FIRE SPRINKLER HYDRAULIC GRAPH i 100 90 1 80 - — I 70 i 60 50 40 - I� 30 -- 20 I 10 0 10 15 20 25 30 35 40 45 50 FLOW - G m P ooa� Supply Curve Demand Curve Static 45.0 Av 1 Pr :39.4 @ 31 Resid 40.0 Req : 29.7 @ Pr 31 Flow . 30.0 Pr Cush: -9.7 I Iil i li Copyright: Hydronics Engineering, 2004. 34119 Fremont Bl, Suite 609, Fremont, CA. 94555. (800) 845-9819. HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.4 - SUBMITTAL. Ii 256 Sq Ft 512 Sq Ft ENGINEERS : William F. Squyres, Jr. (530)345-1012. .051 ADDRESS : P.O. Box 3176, Chico, CA 95927. - Ft 26.4 Date: 11-11-2005 File: C:\RESDEN44\MCNSTDIO.RES 5 Gpm JOB : residential 2 heads flowing 25.1 Psi SOURCE J STATIC : 45.0 Psi RESIDUAL 40.0 Psi FLOW': 30 Gpm., DESIGN I SPRINKLER MANUF : reliable MODEL ,,: ; rfc 43 1 SPRINKLER Q 13.0 Gpm VALVE Hydronics Engineering .0 Psi Psi SPRINKLER P 9.1 Psi METER Fremont, Ca., 94555 .0 Psi NODE ELEVATION K- PRESSURE DISCHARGE off- NO. Feet FACTOR Psi Gpm IvI wur �V"d:sY t vmU i ,S 4 Y J.. 1 ------- -------------------_-----------_------------�---- 10.0 4.3 9.1 13.0 2 10.0 4.3 9.7 13.4 3 10.0 11.0 4 10.0 17.7 5 2.0 23.1 5.0 DOME IIj 6 1.0 SOURCE 25.1 31.4 SPRINKLERS FLOWING AREA PER SPRINKLER TOTAL DESIGN AREA MIN SPRINKLER FLOW REQUIRED DENSITY COMPUTED DENSITY TOTAL SPRINKLER FLOW TOTAL DOMESTIC FLOW TOTAL WATER REQUIRED TOTAL SPRINKLER PRESS WATER METER LOSS VALVE FIXED LOSS SUPPLY PRESS AVAILABLE DEMAND PRESS REQUIRED. PRESSURE CUSHION MAXIMUM VELOCITY Page 1 2 256 Sq Ft 512 Sq Ft 13 Gpm .051 Gpm/Sq Ft .051 Gpm/Sq Ft 26.4 Gpm 5 Gpm 31.4 Gpm 25.1 Psi .0 Psi .0 Psi Copyright(2004) 39.6 Psi by 25.1 Psi Hydronics Engineering Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 13.8 FIS (800) 845-9819 off- IvI wur �V"d:sY t vmU i ,S 4 Y J.. APPROVED HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.4 - SUBMITTAL. Page 2 ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS P.O. Box 3176, Chico, CA 95927. Date: 11-11-2005 File: C:\RESDEN44\MCNSTDIO.RES JOB : residential 2 heads flowing PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS P,si END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------- 1 q= 13.0 K= 4.3 L= 6.0 Pt 9.1 .Pt 9.1 1 Q= 13.0 F= LLR F= 15.0 C= 150 Pe .0 Pv -.3 Vel= 6.8 D= .884 TL= 21.0 .0891 Pf 1.9 Pn 8.8 3 Pt 11.0 -------------------------------------------------------------------------- 2 q= 13.4 K= 4.3 L= 6.5 Pt 9.7 Pt 9.7 2 Q= 13.4 F= L F= 7.0 C= 150 Pe .0 Pv -.3 Vel= .7.0 D= .884 TL= 13.5 .0945 Pf 1.3 Pn 9.4 3 Pt 11.0 ------------------'"------------------------------------------------------- 3 q= .0 K= .0 L= 11.0 Pt 11.0 Pt 11.0 3 Q= 26.4 F= 2RL F= 9.0 C= 150 Pe .0 Pv -1.3 Vel= 13.8 D= .884 TL= 20.0 .3309 Pf 6.6 Pn 9.7 4 Pt 17.7 -------------------------------------------------------------------------- 4 q= .0 K= .0 L= 8.0 Pt 17.7 Pt 17.7 4 Q= 26.4 F= 3RS F= 10.0 C= 150 Pe 3.5 Pv -.5 Vel= 8.8 D= 1.109 TL= 18.0 .1097 Pf 2.0 Pn 17.1 5 Pt 23.1 -------------------------------------------------------------------------- 5 q=. 5.0 DOME L= 50.0 Pt 23.1 Pt 23.1 5 Q= 31.4 F= RL F= 10.0 C= 150 Pe .4 Pv -.2 Vel= 5.0 D= 1.602 TL= 60.0 .0252 Pf 1.5 Pn 22.9 6 Pt 25.1 -------------------------------------------------------------------------- Meter = .0 -------------------------------------------------------------------------- 6 -------------------------------------------------------------------------- Q= 31.4 <<< SOURCE >>> Pt 25.1 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouP1g S=>SwgChk G=>GatVly HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.2 - SUBMITTAL. ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : P.O. Box 3176, Chico, CA 95927. DATE : 11-11-2005 FILE C:\RESDEN44\MCNSTDIO.RES JOB residential 2 heads flowing PSI FIRE SPRINKLER HYDRAULIC GRAPH 100 — 90 80 — - 70---- 60-- 50 - 060 50_.-:._—___�__.:. _.. -- —.---- 40 30 20 - 10- n 10 15 20 25 30 35 40 45 50 FLOW - Gpm G -----fl Supply Curve Demand Curve Static : 45.0 Avl Pr : 39.6 @ 31 Resid : 40.0 Req Pr : 25.1 @ 31 Flow : 30.0 Pr Cush: 14.5 Copyright: H dronics Engineering, 2004. Y 34119 Fremont Bl, Suite 609, Fremont, CA. 94555. (800) 845-9819. r' (u lC, II Uf', I -;r fl (_IG 1 ( PII' I !'L.U�; / I I II' I J'I_(lt; I111:I' PLUG -- f 1 I 1 !) I / -" , t 022.OVW `6315VW' QUICK Galvanized Tanks - 75 psi Marx Wkq Pressure ca'iu�Vs�aw Capacity T-- Drawdown Dimension %A t. Order ` Model Gallons Gallons a 30•50 pie x Ht. LES. No. '42 Te66 42 43 16 x 49 72 V42GT 1. .142 Short 42 43 20 x 32 74 V42GS �82 82 84 20 x 60 1'4 V82G 120 West 120 12.2 24 X60 161 V120G .220 West 220 22,4 30 x 73 303 V220G 315 West 316 32.1 36 x 80 4'6 V315G 180 VSQW 460 49 42 x 87 6410 V480G 525 Combo 525 53.6 36 x 128 6115 V525G � 900 Combo g00 s1.e 42 x 159 1040 V900G flnfr. 9;,)r; PM,1 nnn nc,llnn fAn.(ralc :w,41 ,nrlwnl mntfntln.e All nkharc RIA vprfir• of C)rly �.. 1 e w N {{ i, 3 � 4! 4 y d Read Carefully! Installation Instructions od i RFC43 (SIN RA0612) and RFC56 (SIN RA0914) General Instructions 1. Do not pull on the deflector when moving Model RFC43 and RFC56 Sprinklers from the shipping carton. 2. Install sprinklers after ceiling is in place. 3. Never apply paint or any other coating to sprinkler or concealed sprinkler cover plate. 4. Do not install concealed sprinklers in ceilings which have positive pressure in the space above, and do.not cover the cup vent holes. An open plenum space must be above the sprinkler cup. 5. Use the proper wrench (Figs. 1 and 2) to install sprinklers. Face of sprinkler fitting to ceiling is 2" for the RFC42 and 2 %s' for the RFC56. Ceiling hole diameter is 2%". 6. Final adjustment of each cover is made by hand turning the cover plate in the clockwise direction until it is tight against the ceiling. Approval Organizations Underwriters Laboratories Inc. and UL certified for Canada (cULus) ULI Listing Category: Residential Automatic Sprinklers ULI Guide Number: VKKW Models RFC43 and RFC56 are UL Listed Residential Sprinklers and are intended for use in accordance with NFPA13 Paragraph 4-3.6 in residential portions of any occupancy, in one and two family dwellings and mobile homes, (NFPA-13D), and residential occupancies up to four stories in height (NFPA-13R). The letters "RFC43", or "RFC56", temperature, K factor, and year are stamped on the deflector. Technical Data Cover plate: 135°F (57°C) Sprinkler Temp. Rating: 165°F (74°C) Max. Pressure: 175 psig Max. Ceiling Temp.: 100°F (38°C) When in doubt as to ceiling temperature, measure with an accurate thermometer. Installation Model RFC43 and RFC56 sprinklers are to be installed in ceilings with a plenum space above that does not have positive pressure. In addition, inspect all sprinklers after installation to ensure that both the gap between the cover plate and ceiling and the (4) slots in the cup are open and free of any air flow impediment: After a 2 / inch diameter hole is cut in the ceiling, the sprinkler is to be installed with the proper wrench (Figs.1 and 2). When installing a sprinkler, the wrench is first positioned into the sprinkler/cup assembly and around the sprinkler frame. The Wrench must bottom out against the cup in order to ensure proper, safe installation. The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY. MODEL RFC43 AND RFC56 CONCEALED SPRINKLERS MUST BE INSTALLEDIONLY WITH 135°F RATED COVERS. Model Nominal orifice Size In. (mm) K Factor Sprinkler Spacing (ft.) .,Maximum Distance to Wall (ft.) Minimum Sprinkler Flow Required Discharge Press. Minimum Distance between Sprinkler (ft. 1/2" (15) 4.3 12 x;li: 6 12 7.8 - 8 Y2"(15) 4.3 14x14 7 13 9:1 8 RFC43 112" (15) 4.3 16 x 16 8 13 9,1 8 1/2" (15) 4.3 18 x 18 9 18 178 8 1/2" (15) 4.3 20 x 20 10 21 ?3.8 8 '/2" (15) 5.6 12 x 12 6 26 21.6 8 RFC56 1/2" (15) 5.6 14 x 14 7 26 21.6 8 1/2" (15) 5.6 16 x 16 8 26 21.6 8 The Reliable Automatic Sprinkler Co., Inc. 525 North MacQuesten Parkway, Mount Vernon, New York 10552 CA -141 Rev.A 1si, The solvent cemented connection in thcerrnol_tlastic pipe and fittings is the: i;ast vital link in a (elastic pil,c ins( JII Uion.. It (IIi mcm I the scicccns or IF, ljhIIC 0I this system It,, ,.I wl+oIe. Arcoi(Iil l.jiy, it 10c1t1iICs tl Ie s,turu professional (arc' , 1 Id IaLwiltion Ha=lt .arc given to other coil 1po u'nL; of the system. There are many solvent (:ew iibluj fecluaigocs published Covering slop by stet I)[()( edt nets ofl jt I'll Ilow to In ake solvent cemented joints. I lowevcl; we feel th�IL if the basic: prilloples involved are explained, 1<11own and understood, a Metter understal lding wol..lid be g,airu'd, as to lvllalt techniques are necessary to suit partit'.tll: r applications, temperature conditions, and valiatiorls in size and firs of pjp(e and fittings. Be aware at all times of good safety practices. Solvent cements for pipe and fittings al`e 11annli ll�lc so there should be no snicking nor other soufccs of heal or Il,tliler irl working or storarjC alerts. lic sure to work only in .I well vel Itil,.lted sp,lc<I and avoid unnecessary stein t:ontact vvitla 1111 solvents. More detailed safety information is avzajl,able (rola Harvel or IPS (Wel(.l-C n) Corporiltjorl. To Corlslistently melee good joints, the tollowin J should be CalrefUlly unde�st®oci. 1 The joining sal faces must he softened ancf Ijl�tde seraajfll-lid. 2 Sufficient cenaerlt must bc- applied to fill the g<tp between pipe and fitting. 3 Assembly of l.tipe and fillings nlLlst be rnade while tide surfaces are still wet and flLlid. 4 joint strength develops as the cement dries. In the tight part of tilr� joint the surfaces will tend to fuse tocjetl ier, in the loose pram the cement will bond to both surfaces. — "s These areas must be softened and penetrated wl lcll usilq )lac oNF S 11T lt`IIIel III11r11nUCl'S ti, `)el'I(_'ll;lliolit111d sc)(lcr ling t ,II l he ,+r l rlevccI ly tl lc ccnlcnl itself (keel UNG Si SI' cementing plo<,erdures C.ueftdly; Icfcr to inSlaltatiol instnuliunsJ, rur celt;ill Sizi-s, in( ler' Certeiin Conditions, it n+ay be dusil,thle Lo use the RX/O STEP process which utilizes a plilncl tO,t4uurc adc:c,tl l'lte Softening. Por C-ml•nple, when worldlq in cold WWAther with large diameter pipe, rnchr tittle ,M(I adclition,lJ tlpplications ntay be lequlled Cement coatings of sufficient thickness IJ Mille 111,11 s itlicierit (,(,IIIclIt to fill 111c loosc.Jim I of t11e!oil it nu.c,t he 1+1 lu cl, llrisieuts fillillo it gap, Idr 111,11e cel+unf I,lyel" will pcicu,lle tl)c stilf,u.cs and .Iho iwri,ulwtrt untilal)cjoiul is us<:nilllrcl. I'luve this youlscll. Apply on 111e top sur(acc of a piece of pipe two sepal ateI lyc'rs of ccnlcnl. f'ilst flnw (Ill .111c;lvy layer of ccnlcnl, thel i tdongsufc it r+ thin bILISIR'd nl+l I11ycl:.fr'�f the Llycls cv(,ly I') a c'nI Ids ur so by ,1 gentle tap witil your finger. Yt1CI will bite 111at Ills thin I;ryc'r becomes lucky and 111(111 cilicS c''IHILklyjplobably wilhill l 5 scc:oiids) 'I lle Ilcrivy layer will Icrrlain Wet n+tu:hloilger Now check for pelietrition �l few nlirltrteS af{c+ aI)I)lyilIq these i.;lyers. Scrlpe then) will) a knife. tile [1111) Ir+yer will 11avc m 11ieved little oI no pcnc u;+tial IIle tit;ivy oue, IIit0) nlorc pene'u.xfun: Surfaces must be assembled while they are wet and soft if elle c eluent co,llings on the flux and fillings ill(.' wet arld fluid wild assembly t,du:•, pl,u % it ley will Ic'n< to flow together , 10 become one laycl. Also, if the cement is wet t11, sulfaces beneath thent will still 1)c soft, and it softened Surfaces t li.lo tight part of the joint will ten o fuse together. Surfaces 1ffi As the Solvent clissiptltcs, tyle ccrru'nt I,IYC1 incl t11e Softened sl.Irf;ILcs will h,udetI wittI a coocspurulinq ifvle;lse injoint sUcngtlt A<loodjointwill lakell Icquirecl working p+eSSurc long bcfcnc lite joieq is fully dryarld fir slrcngth is obtained. In the llgll (fused) p,llt of the joint, strcnyt will dewlap mole quickly than the looser (boncled) flat of the jc}int. Infol IIlalion about the development of bond strength Solve111 cciileiltOd jaillis is availal Tlt:c? Q II,41,17'Y Li Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Rd.,/P.O. Box 28480 • 1967 ,Leslle Street St. Louis, Mo. 63146 Don Mills, Ontario, Canada M3B2M3 (314)878-4321 / (800)325-3936 (416)441-1833 UL & ULC LISTED` Service Pressure: ; Up to 250 PSI z E Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Enclosure: Cast Aluminum, red enamal finish. �ri t� s3 h Cover held In place with tamper resistant screws. Contact Ratings: Two sets of S.P.D.T. Form C) 10 Amp. @ 125/250 V. AC u �ry Ate, 2 Am 0-30V. DC .r x e Conduit Entrances: Two openings for 1/2" conduit. Usage: Listed Plastic, Copper and Schedule 40 Iron Pipe. t",tF µ Fits pipe sizes -1". 1 '/o", & 1 '/z" k r Note: 8 paddles are furnished with each unit, one for each pipe size of threaded or sweat TEE, one for x rt'k CPVC, and one for polybutylene. w Environmental Limitations: 40° F/120° F 4.5�,C/49' C Caution: This device Is not Intendfor applications In explosive environments. ` Service Use: r , . Automatic Sprinkler s NFPA-13 £ " One or Two Family Dwelling , ' "' NFPA-13D ,9 Residential Occupancy P u to 4 Stories NFPA-13R b.. ` Central Station rNFPA-71 Locals; NFPA-72A Auxiliary • NFPA-72B Remote Station NFPA-72C STK. NO. 1113000 Proprietary NFPA-72D U.S. PAT, NO. 3921989, CANADIAN PAT. NO. 1009680 optional: Cover Tamper Switch , order Stk. No. 0090018 OTHER PATENTS PENDING. Kit for Outdoor Use: Order Stk. No. 1940036 The Model VSR-SF is a vane type waterflow switch for use Screw the device into the "TEE" fitting as shown in Fig. 2. on wet sprinkler systems that use 1 ", 1 1/4", or 1 1/2" pipe Care must be taken to`,.properly orient the device for the size. The unit may also be used as a sectional waterflow direction of waterflow. °.` detector on large systems. The unit contains two single pole double throw snap action The vane must not rub the inside of the "TEE" or bind in any switches and an adjustable pneumatic retard. The way. The stem should move freely when operated by hand. switches are actuated when a flow of 10 gallons per minute the device. The flow condi- The device can also be used in copper or plastic pipe or more occurs downstream of installations with the proper adapters so that the specified tion must exist for a period of time necessary to overcome "TEE" fitting may be installed on the pipe run. the selected retard period. INSTALLATION: These devices may be mounted in a TESTING: Check the operation of the unit by opening the horizontal or vertical pipe. On horizontal pipe they should "Inspection Test Valve" at the end of the sprinkler line or the be installed on the top side of the pipe where they will be ac- drain and test connection, if an Inspectors Test Valve is not cessible. The units should not be installed within 6" of a provided. valve, drain or fitting which changes the direction of the waterflow. The unithasa1"NPTbushingforthreadinginto g p If there are no provisions for testing the operation of the p anon corrosive "TEE". See figure 2 for proper "TEE" size, flow detection device `on the system, application of the type and installation. VSR-SF is not recommended or advisable CAUTION: There are 8 paddles furnished with each unit. ' 11 d i�It..II;H94 These paddles hayq,,fgiged lettering that shows the pipe size and type of "TEE" that they are to be used with. The proper paddle MI&I be ut ed.,';The screw that holds the paddle must be securely tightened. I u„ori V14 These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. The unit mounts on a standard 4" (101 mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION SIZE INCHES (mm) VOLTAGE MODEL NO. STOCK NO. CURRENT (MAX) TYPICAL d13 AT 10 FT. (3m) (2) MINIMUM d8 AT 10 FT. (3-)(1) 6 (150) 12VDC PBD126 1706012 .12A 85 76 8 (200) 12VDC 1`1313128 1708012 .12A 90, - 76 10 (250) 12VDC PBD1210 1710012 .12A 92 76 6 (150) 24VDC PBD246 1706024 .06A 87 76 8 (200) 24VDC PBD248 1708024 .06A 91 79 10 (250) 24VDC 1W PBD2410 1710024 .06A 94 79 6 (150) 24VAC PBA246 1806024 .17A 91 76 8 (200) 24VAC PBA248 1808024 .17A 94 76 10 (250) 24VAC PSA2410 1810024 .17A 94 . - 76 6 (150) 120VAC PBA1206 1806120 .05A 92 '" 82 8 (200) 120VAC PBA1208 1808120 .05A 99 �, 82 10 (250) 120VAC PBA12010 1810120 .05A 99 85 Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -300 to 150OF (-340 to 66°C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. G. Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 888-882-1833 • www.pottersignal.com PAGE 1 OF 2 a INCORPORATED 36 CORONA, CA • (909) 737.5599 ��i�'�9a777� ,��%.x,�� FIG. 23 FIG. 24 HANGER FOR C.P.V.C. PLASTIC PIPE HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE DOUBLE FASTENER STRAP TYPE — SIDE MOUNT .Size Range - 3/4" thru 2" C.P.V.C. pipe. Material - Carbon Steel with galvanized finish G-90 govt spec. Function- The Fig. 23 and Fig. 24 are intended to perform as a hanger/restrainer to support only C.P.V.C. piping used in automatic fire sprinkler systems. Fig. 23 and Fig. 24 can be installed on the top or on the bottom of a beam. The Fig. 23 can also be installed on the side of a beam. The Fig. 23 and Fig. 24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13,13R, and 13D. Features - The Fig. 23 and Fig. 24 incorporate features which protect the pipe and ease installation. The flared edge design C protects the C.P.V.C. pipe from any rough surface. The Fig. 23 design incorporates snap retainers allowing easier and faster installation. The Fig. 23 and Fig. 24 are easily attached to the building struc- ture using the two hex head self threading screws* furnished with the product It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using Impact type tools. No pre drilling of a pilot hole in wood is required. Order By - Figure number and C.P.V.C. pipe size. Patents Pending *-Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. 'C.P.V.C. PIPE SIZE A FIG. 23 FIG. 24 FIG. 23 B FIG. 24 FIG. 23 C FIG. 24 MAX. HANGER SPACING (FT.) FASTENER APPROX. HEX HEAD WEIGHT SIZE PER 100 3 4 3-1./8 2-5416 1-9 16 1-5/32 1-3 16 1-3/16 5-1/2 5/16 9 WW;. II . [ 77, 25/.. �5 1b.:f '� �/� [ :1»3 1 ".1 W; ," 3"ra� /, 1 :+sa+w,7 1.144 ,i' 4 3 16 3 2-3 32 1-1/2 1-3/16 1-3/16 6 1/2 5/16 11 /_� 2 4-7/8 3-11 16 2-7/1 1-27/32 1-3/16 1 3[16_ 8 5/16 15 REVISED 3/94 i NATIONAL PRwTPAST NO. 166A - 2406 care 5 TU b 0 iZ%S uR- �� L N.T. S• a 3Et�- -T�sT a�ati I I i0 Qv0 a I 1:1 I NOTES: 1. System to be installed per N.F.P.A. 13D, Manufacturers specifications, and local A.H.J. 0 2. System provides protection in selected areas only as per N.F.P.A. criteria 3. All piping to be "listed" CPVC or equiv. M 4. Pipe hangers to be "Tolco" or equiv. 5. Freeze protection, carpentry and electrical by others. 6. Riser to be installed in "stud bay" within indicated wall. 7. Exact pipe run lengths and head location subject to field verification. 8. Heads to be Reliable RFC 43,`K= 4:3 Flows based on a 16'X16' grid pattern. (see attached calcs. And spec. sheets) 9. All pipes to be 1" diameter unless otherwise noted. 10. All ceilings are flat and 9'0" in height, unless otherwise noted `5 ®" 11. "Tolco" pipe hanger spacing per attached manufacturers spec. sheet. 12. Total heads required = 31 13. Future Additions of heat sources, like gas or wood burning stoves, should be installed according to N.F.P.A. 13D residential sprinkler installation guide. ION CO C)Cr Y.� Q s� Fir Fro. gg ?cy.2752UC -16 /, UT COUNTY BUILDINGleis ION APPROVED �r O M e—+ d' M O M u w s.; N kn U M N U p M.0 3a;U 0 U Q ` O U I-- LINA flo ASSUMED fl � - FE � �L1�1 ao OAS ®' TE3M 21 &Od ED6E OF ROAD UTE AROUND -� ' TSI LL SERVICE ALERT ' a M of tern ccrtii<rarnka - 0 Gall: TOLL FFFE SEAL : I �! 6 10' 1-<500-642-2444 00N C� TYyO WORiG f 1�iG D,4Y5 BEFORE YOU 1�)I G 0 BLJ <E E T EE SQUARE FOOTAGE CN Lu RESIDENCE 2304 SQ. FT. v STUDIO 746 SQ FT. C7 — TOTAL 2556 SQ. FT. U GARAGE 757 SQ. 11 INE 12 " FIN FT. O LEGAL DESCRIPTION 01, FR JAI 21 OAK u A. P. N. %f =�R' 0 Ill O '0 PARCEL 3, 5.15 ACRES w • � MERR(TT HO bJ RNING ROAD v C . SHEET IN®EX . .• � .' SLIP�'F�f�fL.�l3t,E j.J�4t�� SITE PLAN • t'l..1 MP � _ 2 FOUNDATION PLAN LIP 3 FLOOR PLAN v 2 FR< 4 ELECTRICAL PLAN 5 INTERIOR ELEVATIONS b EXTERIOR ELEVATIONS 7 EXTERIOR ELEVATIONS 8 ROOF PLAN slv�r �G� �. i 0 9 CROSS SECTIONS/DE TAILS A _ ' F i`• � 1 �'��'• -o . " 10 MATERIAL SPECIFICATIONS ENERGY II • ' CALCULATIONS �. 12 ARCHITECTURAL DETAILS 200 lb%mP SI STRUCTURAL SPECS ` I�44a'`I Pb►t�E . S.3 STRUCTURAL SPECS S STRUCTURAL SPECS . • • � Are-s� �• ro HI HARDY FRAME DETAILS . H2 HARDY FRAME. DETAILS ` g�t'> H3 HARDY FRAME DETAILS N w Lu LIJ • Q � �J S,d! � �. f��. . ala 2a JLu INE 0 u- Z a �! z 0 v 2 Hl LL 7 LL �-- - < OAS / � Lu Ll1 IL l� OAS � lj0 p.rtP o f ,. •' ;,Q - STuo1 Q - o x o 10" t! F1 N Lir E� bv� c� ate nvro amental ! ! ,,,t, . AUS�. 181095 Chico L- E510 r --forma 0 \ _ r !! r `. I� I NE 1 �i�•.� s � ��-�,'_T_" Wit- t •757 0 0 ,¢ ILL xs' Ino „ MAI pkjtirk c ELEVATIONS ARE RELATIVE. EL TIONS � � • 9 SHOM ARE RELAT I V T� ONT1��1� FOINT TEM#I, ELEVATION SET AT 1000. 0 y PLaar� _ ?!0 3 po�ry fs ?e"� G• • `S ' f g __ ASSUMED ��'',' LINE 000 ASSUMED 000 T)` LINA OA< L ® ` p ` p�/•�: • cam.. � � " +� V wr (4� } UNI�)ERROUND tt 7 fl w O SERVICE ALERT i:. Gall: TOLL FRF-E SSALE : I #' 6 10' � 00 N T3N© 1ND�:.K I NG DAYS t3��L�RE YC�iJ L� I C-s °` E3U <E E T EE SQUARE FOOTAGE o" RESIDENCE 2304. SQ. FT. STUDIO 746 SQ. FT. o TOTAL 2556 SQ, FT. LL - 4 4" INEI t GARAGE 757 SQ. FT. O O LEGAL DESG 4 ' RIPT(ON - � a h O r��c 1 '` - v A.P.N.. ��� ,, � °.°� � . PARCEL 3, 5.15 ACRES w a MERRITT HORNING s ROAD SHEET�• iNDEx H I-r�•E-�tG- � ;•• .• 51.1�t'I�rz•5r�r3��. �G�t� x • I SITE PLAN % roil M P J : FOUNDATION PLAN V'�2 e�• Q',�-C 3 FLOOR PLAN �, 4 ELECTRICAL PLAN FR • .. I�z � � • 5 I . NTERIOR ELEVATIONS b EXTERIOR ELEVATIONS • '' '` _ U o ��. �--�'� Pp.a - .' 7 EXTERIOR ,} ELEVATIONS P� Po 5 >1 t� • / 8 ROOF PLAN -. t,�% {'�, 9 CROSS SECTIONS/ DETAILS -4/ F <t~ F• Y t 10 MATERIAL SPECIFICATIONS •: i C 0 tJ ll .ENERGY. CALCULATIONS 64ltd{L.®fr4 - ARCHITECTURAL D �• 12 A � DETAILS ZQ© SI ST 1 ��P RUCTURAL SPECS CO S3 STRUCTURAL SPECS ti - S6 STRUCTURAL QPaSD �I ( s,. • HI HARDY FRAME DETAILS • To�•c loQl,o , H2 HARDY FRAME DETAILS .�011't t-1 H3 HARDY FRAME DETAILS • Y r3� � (� r 4 -, ui- 4 s� b, CL _ U.JF Z INCrQ o 0 u- itZ i, z I �- - x v f o U - '8 t < I ams �i� v I- / r..•. - rr /! w APPROVED �. Butte +Dcaury }Z' CA< �, Environmental Hca `. �- i'h Owe 1. ,. o o P� Pt7�a p Enviro by T I FIN Cl ar p AUG loo Chico, Callfomi Y O1 L. � A.G L i i-•1 � -IN E 0W OW v IL l='l lop r 1 rlc NOTE do ELEVATIONS ARE RELATIVE. EL TIONS OO ��� �.�,t-,2A%,'v�.� SHOM ARE FZELATIVE TO OON moo, 1/4-AA � ` FO I N�` T�M I, ELEVATION SET AT 1000, 19 Aw.7^-! .l t.1 � tom•! _. I - qf� - �._.^.•r` y - I i i Cti �c. t , I L1 d- - - - � ! I � 'yTCO !"dk/G �. � }bL•i� TafY�t'° • 9 'W ! jj I 0 4jUj 2 _... I , i �K._ �.,.� � p �! i- -a ! >� R . Cs �•-- Mi..� 11.E 1 o h-� � Gq i9 e a t^r.•ar� �- it � 5'i>v.lc-co ,. 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P• NI6 GHIF [ytiDltlS _ TC�-iP 17• r� 5H�1.1r,1 tT'T�. ��-LVFz- • 5t.n� . 2`�q' T , �,�a - � � --TA 1�5 -ru E , TIWFE V) I GONG tL•�'j" .g 1 G L0 2� - t GS t'1 T• ( i� u I Ci S "�. �I U p t < ' Ifi_ A -5 r e r V r, s F� a $ G ll , � � i:�lc. � M • s �,t _ ZY AM I�CTVJZ4 •171 Li Cv ' s4 F - pc. —t L ti A � � .�}•r.bn �� 1 _ 1 11_ Cp + rro � � Mali moi- �,tl c�1_ 11 Mit ►-lam' I `J �a5fl 6L . ��. �05� sL Gr {� Zo4� Pl�ovrat E�,�-r�#ccJ�.ic� . t 1� iJ t� ©c"7 5 K. [ j p • ah I t 1 - - Q -- TILE C L) Ad r Nic+-1E 11 t! I1 BR-flo1�1 Pf* "j-1 ° g fJ 001'i 'izG6 2 4'0 �- r< �--. sN vE s , i SN we s G _ a� f; (V La 5 �-j - t Oki 1 _ St.-'©�- • _ — (off: - , _ rz D E -Z7 p - L ro e,t-I II x Fie- L. t p - r Pl�r t',2 T —� � tZAi� i �••>> C I. D.� ..: <1 I I f W t2 -rHK- . r ENI -I i I d i t �-. :a: Iry �r 1 L-1-- sl r x�� y.►(�.r,t . ' / {_ , -1 ��-oll_ o_.._ _ _ll_ ��`� s...... L �c�e�s fi 3 1v fiat. -l.- GJ 'r r: 2- -• w , �' N 14+-t 1 - �-r� t g ci I�.I >� 5-r- B 'evIt311 411 cJ 1 AIK lo n ai�a �z� s � Za o wf55 -�' _ j _+ U R nL t; — PLAT rEr w :i:4° V✓ ije s r� o S r 3 N i� ri Y y i a- r.F. .:i MIG t7 I ,. GS 15L-A.Nv A' c0v�10->~15) t'o�Gr1 Ivl v _ O G 5 T UJ t-1 ` tTt t- I✓ _ - �s= _r - 6t✓is.�it 'Tt 5s CLQ fl i s,= LL �i,i k`�,:nz f '°,`` � ' ;�s..m� -. ,,,..: _:u k ;;:. ..n . , r,;� •"a? G t".i'✓ � f•-" O 'jZt...i © � 1 I fl �"GS T CL p i I t I o '� 3 i �-/ _�4-o �� 2'212 - pll i - o --o -1 - 1'3 W Q O d 9.A\-qSa ;L r- 1,4e' tv �� F i 2 I °- (I r_ 7r 11 t _ it I IY c�i M e -tom �" - Z fl ¢� (v t 'f� IZ 12,- 1- c� 11 ! 2- r� 13 r� �IeAT� p-Iz. 30 � I 4 Lir L� 1 1 I 1 I 2 <=>r� —� o oil 10 �- fi�W I rc i - 4 a.,F. :ti- OR Ys n -F: r 2b Y Y ,.. e' .: "'>:•1xP- t[ 3: , 1:70 dof i all Lu W NOTE5:O L -T. �- I) ALL EXTERIOR WALLS NOT 5PEGIFIED SHALL HAVE ANCHOR BOLTS 5PACED s 24 ox.. 2) TOP PLATE SPLICES SHALL BE 24-16d NAILS U.O.N. z. 3) USE 3x OR i:)BL 2x FRAMING WHERE END NAILING (p 2" O.G. WHERE DBL 2x USED SPLICE STUDS. TOGETHER WITH i6d NAILS e 6" O.G. _ a — SILL CONNECTION HOLDONN fp tj f — •e l l WALL TYPE ANCHOR 5OLT5 SILL SCREWING IN -PLANE EMBED TYPE MARKuse `{ � � I � ©r1 Of SEE 6,52.! Z.Q f - � +� t � i -• a 11 ., I i✓ (2) - 5/4"4) x 12" --t f - � t1 31 r •att HF9x32 PER ASTM A 50-1 TOP AND BOTTOM G , i1 or of (1-7)- 5D5 1/4 HFax48 PER ASTM A 307 TOP AND BOTTOM 3,936.0 LE35, P -A (4) - 5/4",V x 12" (22)- SD5 1/4 Q HF9xb0 PER A5TM A 307 TOP AND BOTTOM 5.7&0.0 L55. P -A I/4 .3� 7/5 W - H z TOP5D5 1,169.0 LB5. P -A. I.o11 (7)- 51;15 1/4 A HF9xl& 7/5 TOP 1,706.0 L55. P -A � • /b \ HFax24 7/b TIOP !v P -A - V q7i= c �� s 41 ®r 1 14- Tr 5,1.1, irk v n _ I x : Zr_ 5 [ `t-rr-sH• 14�II WIPE t G G 4-I�-.. FI (L E pt-o� E• } � 3 q•b G 5 t9`I" r•! G N W1 • �- a�; � t - � � 1 YLoh•L RAIL. � � S EST ! Ao Or �-p�' I 3, 531 q: rXp. r i�•SM• . ���gs r-+ w M V1 M M 7 � 00 Q 1 ca. p 3 � L 1 �/ 1 hl �i � O O 1•.� Rt> J � � ? ! I � < 4+ , -'000 V 1 0 ,: ` -. amu; A I j — _ t ; �� w, —. ., ... ,z u,hr — ;�h•,- -- — 5 .6. �"` TEMPrp. — a - O roe - P I _ 91 L t -G. LD D F11I 1-! . ccrtil l� gwkr d. . W 11 & �p2� SIL l3 2 ' p I _ t7oor� 5 A5 � , �„ (•146 IL-15 P -T �� . G L . P• NI6 GHIF [ytiDltlS _ TC�-iP 17• r� 5H�1.1r,1 tT'T�. ��-LVFz- • 5t.n� . 2`�q' T , �,�a - � � --TA 1�5 -ru E , TIWFE V) I GONG tL•�'j" .g 1 G L0 2� - t GS t'1 T• ( i� u I Ci S "�. �I U p t < ' Ifi_ A -5 r e r V r, s F� a $ G ll , � � i:�lc. � M • s �,t _ ZY AM I�CTVJZ4 •171 Li Cv ' s4 F - pc. —t L ti A � � .�}•r.bn �� 1 _ 1 11_ Cp + rro � � Mali moi- �,tl c�1_ 11 Mit ►-lam' I `J �a5fl 6L . ��. �05� sL Gr {� Zo4� Pl�ovrat E�,�-r�#ccJ�.ic� . t 1� iJ t� ©c"7 5 K. [ j p • ah I t 1 - - Q -- TILE C L) Ad r Nic+-1E 11 t! I1 BR-flo1�1 Pf* "j-1 ° g fJ 001'i 'izG6 2 4'0 �- r< �--. sN vE s , i SN we s G _ a� f; (V La 5 �-j - t Oki 1 _ St.-'©�- • _ — (off: - , _ rz D E -Z7 p - L ro e,t-I II x Fie- L. t p - r Pl�r t',2 T —� � tZAi� i �••>> C I. D.� ..: <1 I I f W t2 -rHK- . r ENI -I i I d i t �-. :a: Iry �r 1 L-1-- sl r x�� y.►(�.r,t . ' / {_ , -1 ��-oll_ o_.._ _ _ll_ ��`� s...... L �c�e�s fi 3 1v fiat. -l.- GJ 'r r: 2- -• w , �' N 14+-t 1 - �-r� t g ci I�.I >� 5-r- B 'evIt311 411 cJ 1 AIK lo n ai�a �z� s � Za o wf55 -�' _ j _+ U R nL t; — PLAT rEr w :i:4° V✓ ije s r� o S r 3 N i� ri Y y i a- r.F. .:i MIG t7 I ,. GS 15L-A.Nv A' c0v�10->~15) t'o�Gr1 Ivl v _ O G 5 T UJ t-1 ` tTt t- I✓ _ - �s= _r - 6t✓is.�it 'Tt 5s CLQ fl i s,= LL �i,i k`�,:nz f '°,`` � ' ;�s..m� -. ,,,..: _:u k ;;:. ..n . , r,;� •"a? G t".i'✓ � f•-" O 'jZt...i © � 1 I fl �"GS T CL p i I t I o '� 3 i �-/ _�4-o �� 2'212 - pll i - o --o -1 - 1'3 W Q O d 9.A\-qSa ;L r- 1,4e' tv �� F i 2 I °- (I r_ 7r 11 t _ it I IY c�i M e -tom �" - Z fl ¢� (v t 'f� IZ 12,- 1- c� 11 ! 2- r� 13 r� �IeAT� p-Iz. 30 � I 4 Lir L� 1 1 I 1 I 2 <=>r� —� o oil 10 �- fi�W I rc i - 4 a.,F. :ti- OR Ys n -F: r 2b Y Y ,.. e' .: "'>:•1xP- t[ 3: , 1:70 dof i all Lu W NOTE5:O L -T. �- I) ALL EXTERIOR WALLS NOT 5PEGIFIED SHALL HAVE ANCHOR BOLTS 5PACED s 24 ox.. 2) TOP PLATE SPLICES SHALL BE 24-16d NAILS U.O.N. z. 3) USE 3x OR i:)BL 2x FRAMING WHERE END NAILING (p 2" O.G. WHERE DBL 2x USED SPLICE STUDS. TOGETHER WITH i6d NAILS e 6" O.G. _ a — SILL CONNECTION HOLDONN WALL WALL TYPE ANCHOR 5OLT5 SILL SCREWING IN -PLANE EMBED TYPE MARKuse 14 gauge screws SHEAR SEE 6,52.! ( 10" EMBED., MIN) (see detoll for length) � ., I i✓ (2) - 5/4"4) x 12" (14)-- 5D5 1/4 HF9x32 PER ASTM A 50-1 TOP AND BOTTOM 2,"160.0 L85. P -A (3) - 5/4"4 x 12" (1-7)- 5D5 1/4 HFax48 PER ASTM A 307 TOP AND BOTTOM 3,936.0 LE35, P -A (4) - 5/4",V x 12" (22)- SD5 1/4 Q HF9xb0 PER A5TM A 307 TOP AND BOTTOM 5.7&0.0 L55. P -A I/4 QHFaxI2 7/5 W - H z TOP5D5 1,169.0 LB5. P -A. (7)- 51;15 1/4 A HF9xl& 7/5 TOP 1,706.0 L55. P -A SDs I/4 /b \ HFax24 7/b TIOP 2,412.0 LBS. P -A - } i ., I i✓ JON _ . �0E)a { _ U) W - H z NT