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CARLTON LOWEN 856 Bi r, #dwel,l -Ave-; - C -h i c o erm3.t3 82-84B,P,E,M(new single family) a3--7 2jcD -0 PP_ Permit#20 5 86P gas piping & vents/S9 CHR TnAT T nT.TMVW 1856 Bidwe - QlAco Cont.r: Hill Cons Permit#1439-87B,P new poo Con Hill Const mit#2086-87B,P,E(new pool house) �2DDm AVbj-0M ICL- / -;LOA" -0,1 36 o 11 FA Sequoia Engineering r7"'' ' Chad Ratzlaff, LicA C64399 Structural Calculations Client: Lowen Addition Job#: 15-010 Project: Master Bedroom Addition Address: 1856 Bidwell Ave, Chico, CA 95969 APN: 043-720-033 Calculation Index Page # • Gravity Loads G1 • Beam Analysis B1 -134 • Column Analysis C1 - C2 • Footing Analysis F1 JUN U 1 "IUPC) BUTTE COQ JUN 0 3 2015 DEVELOPMENT SERVICES This calculation package is only valid for the project location as listed above and may not be used for another site without the authorization of Sequoia Engineering. Sequoia Engineering claims no responsibility for any structural design not specifically addressed in this calculation package. Calculations and plans are not valid until reviewed and approved by the governing building department. 467 East 2"d Ave, Chico, CA 95926 (530) 591-7258 chadratzlaff@yahoo.com Gravity Load Development Project: Lowen Addition Date: 6/1/2015 Comments: Units: lbs & feet (UNO) Gravity Loads: Slope= 6 to 12 Siding Roof Dead Load Ply 2.5 psf Roofing 5.0 psf Framing 5.0 psf Gyp 2.5 psf Insul 1.0 psf Misc 1.8 psf Total (sloped) 17.8 psf Total (horiz) 18.0 psf Roof Live Load Construction 20.0 psf Wall Dead Load Siding 5.0 psf (exterior) 3/8 Ply. 1.8 psf 2x Framing 1.7 psf Gyp. 2.2 psf Insul. 2.3 psf Total 13.0 psf Wall Dead Load 2x4 Framing @ 16" o.c. 1.6 psf (interior) Gyp. 2 sides 4.4 psf Total 6.0 psf Floor Dead Load Framing @ 16" o.c. 1.5 psf 3/4" ply 2.25 psf Gyp. 2.2 psf Flooring 1.5 psf Misc. 7.5 psf Total 15.0 psf Floor Live Load Residential 40.0 psf Res. Sleeping Area 30.0 psf G1 COMPANY PROJECT Sequoia Engineering Wor �( c ® 467 East 2nd Ave Chico, CA 95926 Wood s SoFT"REfoRWOOD WSIGN June , 201558 June 1, 201510:57 Beaml.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit 916 Roof Live 963 tern Start End Start End 1.00 1.00 1.00 Roof DL Dead Full Area Fb' = 1350 18.00(11.00)* psf Roof LL Roof live Full Area Bearing: L/360 20.00(11.00)' psf Self -weight Dead Full UDL 0.41 = Length 12.1 plf 111--y "-11 k-1 Maximum Reactions (lbs) and Bearing Lengths (in) : 6'-9" Unfactored: Anal sis Value Design Dead 916 n 916 Roof Live 963 Fv' = 963 Factored: 1.00 1.00 1.00 Bending(+) fb = 555 Fb' = 1350 fb/Fb' = 0.41 Total 1878 0.04 = 1878 Bearing: L/360 0.14 Total Defl'n 0.09 = <L/999 0.41 = Length 3.50 3.50 Min re 'd 1 0.551 0.55 Beam B1 Timber -soft, D.Fir-L, No. 1, 6x10 (5-1/2"x9-1/4") Supports: All - Lumber Post Column, D.Fir-L No.2 Total length: V-9.0"; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Anal sis Value Design Value Anal sis/Desi n Shear fv = 42 Fv' = 170 fv/Fv' = 0.25 1.00 1.00 1.00 Bending(+) fb = 555 Fb' = 1350 fb/Fb' = 0.41 E' 1.6 million 1.00 1.00 - - Live Defl'n 0.04 = <L/999 0.27 = L/360 0.14 Total Defl'n 0.09 = <L/999 0.41 = L/240 0.23 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 170 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 1350 1.00 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+Lr, V = 1766, V design = 1425 lbs Bending(+): LC #2 = D+Lr, M = 3626 lbs -ft Deflection: LC #2 = D+Lr (live) LC #2 = D+Lr (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 580eO6 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: COMPANY Sequoia Engineering PROJECT ® 467 East 2nd Ave Chitty, CA 95926 Anal sis/Desi WoodWorks 591-7258 Start End 161 June June 1, 2015 10:58 Beam2.wwb SOFTWARE FOR WOOD-OESIGAt 10.00 (29.0)• psf Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Maximum Reactions (lbs) and Bearing Lengths (in) : 12'-6.3" 10'-1311' Unfactored: Type Distribution Pat- Location (ft] Magnitude Unit Anal sis/Desi Dead tern Start End Start End 161 LfDL Oead Full Area No 10.00 (29.0)• psf 262 Rooflive Full Area No 20.00 124.0)• psf - 0.65 Dead Full UDL No 2.0 plf Maximum Reactions (lbs) and Bearing Lengths (in) : 12'-6.3" 10'-1311' Unfactored: Analysis Value Design Value Anal sis/Desi Dead Shear fv - 161 Fo'- 108 Roof Live Factored: 0.24 Bending(+) 262 876 178 Tota1 Bearing: fb/Fb' - 0.65 423 fb - 286 Length 1164 fb/Fb' 3.50 Deflection: 3.50 Min req'd 0.49 - L/240 0.50' 0.35 0.50• 'Minimum beat no lenatt settln used: 1/2' for end supi orts L/180 o nq ;or xrmi suppona is perpenuicuiar-w-gran oeanng on top prate. mo s;uo eesign muuoeu. Beam B2 - Roof Rafter Lumber -soft, D.Fir-L, No.2, 2x6 (1-1/2"x5-1/2") Supports: All - Lumber Stud Wall, D.Fir-L Stud Roof joist spaced at 24.0' dc; Total length: 12'-6.3'; Pitch: 6/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Anal sis/Desi n Shear fv - 43 Fo'- 180 fv/Fv' 0.24 Bending(+) fb - 876 Fb' - 1345 fb/Fb' - 0.65 Bending l-) fb - 205 Fb' - 1164 fb/Fb' - 0.18 Deflection: 0.17 - L/682 0.49 - L/240 Bending l-): LC 92 - D+Lr, M - 129 lbs -ft 0.35 Interior Live Total0.33 - L/355 0.65 - L/180 0.51 Cantil. Live -0.11 - L/247 0.22 - L/120 Load combinations: ASCE 7-10 / IBC 2012 0.49 Total -0.21 - L/128 0.30 - L/90 0.70 Additional Data: FACTORS: F/E(Psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC1 Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'. 900 1.00 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 2 Fb'- 900 1.00 1.00 1.00 0.865 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear LC 12 - D+Lr, V - 265, V design - 234 lbs Bending;+): LC 132 - D+Lr, M - 552 lbs -ft Bending l-): LC 92 - D+Lr, M - 129 lbs -ft Deflection: LC ,2 - D+Lr (live) LC 42 - D+Lr (total) D=dead L -live S -snow W -wind I -impact Lr -roof live Lc -concentrated E -earthquake All Lt's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI - 33e06 lb -int "Live" deflection - Deflection from all non -dead n loads (live, wind, snow-) Total Deflection - 1.50 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per N.OS 3.10.3 Design Notes: 1. Woodworks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please ve.ify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length o1 cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. A) COMPANY Sequoia Engineering 467 East 2nd Ave PROJECT G'WoodWorks C1-7258 Magnitude Unit (530) (530)591-7258 259 SOFTWAREFOR WOOD OFSfGA' June 1, 201510:58 Beam3.wwb Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit 221 259 Total Bearing: tern Start End Start End 5.50 Floor DL Dead Full Area No fb/Fb' = 15.00 (16.0)' psf Flocr LL Live Full Area No fb/Fb' = 40.00 (16.0)* psf Self -wet ht Dead Full UDL No 2.0 if Tributary Width (in) Maximum Reactions (lbs) and Bearing Lengths (in) : 7'-6.8" 8'-6.8" Unfactored: Analysis Value Dead 90 106 Live Factored: 221 259 Total Bearing: 312 365 Length 5.50 3.50 Min re 'd 0.50* 0.50* Minimum bearing length setting used: 1/2- for Interior supports Beam B3 - Floor Joist Lumber -soft, D.Fir-L, No.2, 2x6 (1-1/2" x5-1/2") Supports: 1 - Lumber -soft Sill plate, D.Fir-L No.3; 2 - Lumber -soft Beam, D.Fir-L No.3; Floor joist spaced at 16.0" c/c; Total length: 9'; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 45 Fv' = 180 fv/Fv' = 0.25 Bending(+) fb = 824 Fb' = 1345 fb/Fb' = 0.61 Bending(-) fb = 60 Fb' = 1236 fb/Fb' = 0.05 Deflection: 0.11 - L/803 0.25 - L/360 0.45 Interior Live Total0.18 = L/496 0.38 = L/240 0.48 Cantil. Live -0.05 = L/260 0.07 = L/180 Deflec_ion: LC #2 = D+L (live) 0.69 Total -0.07 = L/161 0.10 = L/120 0.75 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 1.00 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 2 Fb'- 900 1.00 1.00 1.00 0.919 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear: LC #2 = D+L, V = 290, V design 245 lbs Bending(+): LC #2 - D+L, M = 520 lbs -ft Bending(-): LC #2 - D+L, M = 38 lbs -ft Deflec_ion: LC #2 = D+L (live) LC #2 - D+L (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake A11 LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI 33e06 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: Load COMPANY Sequoia Engineering East 2nd Ave PROJECT W467 OO ks Chico, CA 95926 Magnitude o r (530)591-7258 Live Factored: SOFTWAREFOR WOOD DESIGN June 1, 2015 10:58 Beam4.wwb Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: Load Type Distribution Pat- Location [ftl Magnitude Unit 171 Live Factored: 497 tern Start End Start End 669 Floor DL Dead Full Area No 3.50 15.00 (5.00)* psf FloorLL Live Full Area Yes 1300 40.00 (5.00)* psf Self -wet ht Dead Full UDL No L/360 4.6 plf rit•utary Width (ft) Maximum Reactions (lbs) and Bearing Lengths (in) : 10'-8" 10'11.5" Unfactored: Anal sis Value Desicin Dead 171 504 171 Live Factored: 497 1266 497 Total Bearing: 669 1769 669 Length 3.50 3.50 3.50 Min re 'd 0.50* 0.46 0.50* Minimum bearing length setting used: V2- for end supports Maximum reaction on at least one support is from a different load combination than the critical one for bearing design, shown here, due to Kd factor. See Analysis results for reaction from critical load combination. Beam B4 - Floor Girder Lumber -soft, D.Fir-L, No.1, 4x6 (3-1/2"x5-1/2") Supports: All - Lumber Post Column, D.Fir-L No.2 Total length: 10'-8.0"; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Anal sis Value Desicin Value Analysis/Design Fv' 180 1.00 1.00 1.00 - - - - Shear IV = 56 FV' - 180 fV/Fv' = 0.31 Bending(+) fb = 429 Fb' = 1300 fb/Fb' = 0.33 Bending(-) fb = 609 Fb' = 1300 fb/Fb' = 0.47 Live Defl'n 0.03 = <L/999 0.17 = L/360 Deflection: LC k3 = (live) 0.15 Total Defl'n 0.03 = <L/999 0.25 = L/240 0.13 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LCN Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 1000 1.00 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 3 Fb'- 1000 1.00 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.7 million 1.00 1.00 - - - - 1.00 1.00 - 3 CRITICAL LOAD COMBINATIONS: Shear : LC N2 = D+L, V - 885, V design 719 lbs Bending(+): LC N3 = D+L (pattern: L_), M = 631 lbs -ft Bending(-): LC ill = D+L, M = 896 lbs -ft Deflection: LC k3 = (live) LC k3 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Pa=terns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 82e06 lb -int "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verity that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. C1 Timber Column Design Per NDS 2013 Chapter 3.6 & 3.7 Project: Lowen Addition Date: 6/1/2015 Comments: Units: kips & feet (UNO) 6x Members DF -L Fc E d KCE c 6x 1000 1600000 5.5 0.3 0.8 Stability Reduction Column Capacity (Ibs) le (ft) Cp Fc' (psi) 6X6 6X8 6X10 6X12 5 0.94 943 28511 38879 49247 59614 6 0.91 912 27586 37618 47649 57681 7 0.87 872 26373 35963 45553 55143 8 0.82 821 24841 33874 42908 51941 9 0.76 761 23015 31384 39753 48122 10 0.69 694 20989 28621 36253 43886 11 0.63 625 18906 25781 32656 39531 12 0.56 559 16902 23048 29194 35340 13 0.50 498 15061 20538 26015 31492 14 0.44 444 13421 18302 23183 28063 15 0.40 396 11984 16342 20700 25057 16 0.35 355 10734 14637 18541 22444 17 0.32 319 9650 13159 16669 20178 18 0.29 288 8710 11877 15044 18212 19 0.26 261 7892 10762 13632 16502 20 0.24 237 7179 9789 12400 15010 4x Members DF -L Fc E d KCE c 1350 1600000 3.5 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.75 1016 12444 19554 26665 33776 40886 6 0.63 848 10387 16322 22257 28193 34128 7 0.51 689 8445 13271 18097 22923 27749 8 0.41 559 6848 10761 14674 18587 22500 9 0.34 457 5602 8802 12003 15204 18405 10 0.28 379 4640 7292 9943 12595 15246 11 0.24 318 3894 6119 8344 10570 12795 12 0.20 270 3308 5199 7089 8979 10870 13 0.17 232 2842 4466 6090 7714 9338 14 0.15 201 2466 3875 5284 6693 8102 15 0.13 176 2158 3392 4625 5858 7092 Multi 2x Members DF -L Fc E d KcE c 1350 1600000 3 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) (2) 2x4 (3) 2x4 (2) 2x6 (3) 2x6 (4) 2x6 5 0.65 876 10732 16865 22997 29130 35263 6 0.51 689 8445 13271 18097 22923 27749 7 0.40 540 6617 10398 14180 17961 21742 8 0.32 429 5253 8255 11257 14258 17260 9 0.26 346 4244 6669 9094 11519 13945 10 0.21 285 3488 5482 7475 9469 11462 11 0.18 238 2913 4577 6241 7906 9570 12 0.15 201 2466 3875 5284 6693 8102 13 0.13 172 2113 3320 4527 5734 6942 14 0.11 149 1829 2875 3920 4966 6011 15 0.10 131 1599 2513 3427 4340 5254 C2 Timber Column Design Per NDS 2013 Chapter 3.6 & 3.7 Project: Comments: Lowen Addition Date: Units: 6/1/2015 kips & feet (UNO) (Note: all loads are in kips) Column ID CI Least Dim of Post Multi 2x6 Column Height (ft) 9 Load Durr. Factor CD 1.25 Supports Beam Beam B1 DL FLL RLL SL Wind EQ Total Col. Size Capacity 1 1 2.00 (2) 2x6 9.34 Gov'n E n EQ 16-15 DL+RLL Column ID C2 Least Dim of Post 4x Column Height (ft) 5 Load Durr. Factor CD 1 Supports Beam Beam B4 DL FLL RLL SL Wind EQ Total Col. Size Ca acit 0.5 1.3 1.80 4X4 12.44 Gov'n Egn EQ 16-15 DL+FLL F1 Foundation Deisgn CBC 2013 Project: Lowen Addition Date: 6/1/2015 Comments: Units: kips & feet (UNO) Soil Bearing: 1500 psf Concrete Strength: 2500 psi Temp and Shrickage Ratio 0.0018 Concrete stem wall (Non -retaining): ft' = 2500 psi) 8" wide with (1) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Continuous footings: (fc' = 2500 psi) Width Thickness Can (elf) Reinforcing 12 12 1500 (2) #4 cont. 15 12 1875 (2) #4 cont. 18 12 2250 (3) #4 cont. 24 12 3000 (3) #4 cont. 30 12 3750 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Reinf. Req'd Cap. Connnector Label Size Thickness Bar Size Ea Way Kips Simpson Fl F-0" Sq. 12 4 2 1.5 PB 171.1 (15") 1'-6" Sq. 12 4 2 2.34375 PB F2 2'-0" Sq. 12 4 3 6 PB F2.5 2'-6" Sq. 12 4 4 9.375 PB F3 3'-0" Sq. 12 4 4 13.5 CB F3.5 3'-6" Sq. 12 4 5 18.375 CB F4 4'-0" Sq. 12 4 6 24 CB F4.5 4'-6" Sq. 12 4 6 30.375 CB F5 5'-0" Sq. 18 4 10 37.5 CB F5.5 5'-6" Sq. 18 4 11 45.375 CB F6 6'-0" Sq. 18 4 12 54 CB F6.5 6'-6" Sq. 18 4 13 63.375 CB Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. (Note: all loads are in kips) Footing ID DL FLL RLL SL Wind EQ Total Footing Size FTG1 1 1 2 F1.1 (15") Gov'n E n EQ 16-15 DL+RLL Beam BI Cont. FTG OK by inspection) FTG2 0.5 1.3 1.8 F1.1 (15") Gov'n E n EQ 16-15 DL+FLL Beam B4 FTG3 0 F1 Gov'n E n EQ 16-15 DL FTG4 0 F1 Gov'n E n EQ 16-15 DL FTG5 0 F1 Gov'n E n EQ 16-15 DL FTG6 0 F1 Gov'n E n EQ 16-15 DL FTG7 0 F1 Gov'n E n EQ 16-15 DL FTG8 0 F1 Gov'n E n EQ 16-15 DL FTG8 0 F1 Gov'n E n EQ 16-15 DL n Sequoia Engineering Chad Ratzlaff, Lic.#: C64399 Structural Calculations Client: Lowen Addition Job#: 15-010 Project: Master Bedroom Addition Address: 1856 Bidwell Ave, Chico, CA 95969 APN: 043-720-033 Calculation Index Page # • Gravity Loads G1 • Beam Analysis 131 - B4 • Column Analysis C1 - C2 • Footing Analysis F1 JUIN V t (- s �S-v3 BUTTE COUNTY JUN 0 3 2015 DEVELOPMENT SERVICES This calculation package is only valid for the project location as listed above and may not be used for another site without the authorization of Sequoia Engineering. Sequoia Engineering claims no responsibility for any structural design not specifically addressed in this calculation package. Calculations and plans are not valid until reviewed and approved by the governing building department. f` /6 C47 467 East 2nd Ave, Chico, CA 95926 (530) 591-7258 chadratzlaff@yahoo.com Gravity Load Development Project: Lowen Addition Date: 6/1/2015 Comments: Units: lbs & feet (UNO) vity Loads: Slope= 6 to 12 Siding Roof Dead Load Ply 2.5 psf Roofing 5.0 psf Framing 5.0 psf Gyp 2.5 psf Insul 1.0 psf Misc 1.8 psf Total (sloped) 17.8 psf Total (horiz) 18.0 psf Roof Live Load Construction 20.0 psf Wall Dead Load Siding 5.0 psf (exterior) 3/8 Ply. 1.8 psf 2x Framing 1.7 psf Gyp. 2.2 psf Insul. 2.3 psf Total 13.0 psf Wall Dead Load 2x4 Framing @ 16" o.c. 1.6 psf (interior) Gyp. 2 sides 4.4 psf Total 6.0 psf Floor Dead Load Framing @ 16" o.c. 1.5 psf 3/4" ply 2.25 psf Gyp. 2.2 psf Flooring 1.5 psf Misc. 7.5 psf Total 15.0 psf Floor Live Load Residential 40.0 psf Res. Sleeping Area 30.0 psf G1 C Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load COMPANY Sequoia Engineering PROJECT Pat- 467 Magnitude WoodWorks® Chico, CA Chico, CA 95926 Roof Live 963 (530)591-7258 Start End -SOFTWARE FOR WOOD DMCN June 1, 201510:57 Beami.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit 916 Roof Live 963 tern Start End Start End fb = Roof DL Dead Full Area fb/Fb' = 0.41 Live Defl'n 18.00(11.00)* psf Roof LL Roof live Full Area Total Defl'n 0.09 = 20.00(11.00)* psf Self -weight Dead Full UDL Length 12.1 plf -irioutary wiatn ti L) Maximum Reactions (lbs) and Bearing Lengths (in) : 8'-9" Unfactored: Anal sis Value Design Dead 916 Shear 916 Roof Live 963 170 963 Bending(+) fb = 555 Fb' = Factored: fb/Fb' = 0.41 Live Defl'n 0.04 = Total 1878 L/360 1878 Total Defl'n 0.09 = <L/999 0.41 = Bearing: 0.23 Length 3.50 3.50 Min re 'd 0.551 0.55 Beam B1 Timber -soft, D.Fir-L, No. 1, 6x10 (5-1/2"x9-1/4") Supports: All - Lumber Post Column, D.Fir-L No.2 Total length: 8'40' Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Anal sis Value Design Value Analysis/Design Shear fv = 42 Fv' = 170 fv/Fv' = 0.25 Bending(+) fb = 555 Fb' = 1350 fb/Fb' = 0.41 Live Defl'n 0.04 = <L/999 0.27 = L/360 0.14 Total Defl'n 0.09 = <L/999 0.41 = L/240 0.23 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 170 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 1350 1.00 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.5 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear . LC #2 = D+Lr, V = 1766, V design = 1425 lbs Bending(+): -_C #2 = D+Lr, M = 3626 lbs -ft Deflection: �,C #2 = D+Lr (live) LC #2 = D+Lr (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 580e06 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load COMPANY Sequoia Engineering PROJECT 0 467 East 2nd Ave Chico, 5 Magnitude Wood Wo r ks® (530) 591-7258 43 ]OB June 1, 201 201 10:5 10:58 Beam2.wwb SOFTWARF.FOR WOOD DESIGN. Bending:+) Roof DL Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location (ft) Magnitude Unit 161 43 ]OB tern Start End Start End Bending:+) Roof DL Dead FU11 Ared No fb/Fb' . 10.00 (24.0)• psf Roof LL Roof live Full Area No .in req'd 20.00 (24.0)- 24.0)• psf Self-weight Self-wei ht Dead Full UDL No settinaused: 1/2for end Supi orts 2.0 if butary Width lin) Maximum Reactions (lbs) and Bearing Lengths (in) : 12'-6.3• 10'-8.8- Unfactored: Anal sis Value Design Value Dead Shear 161 43 ]OB Roof Live Factored: fv Fv' = 2fi2 Bending:+) 178 Total Bearing: Fb' - 423 fb/Fb' . 286 Length fb . 3.50 Fb' 3.50 .in req'd 0.18 0.50• 0.17 - 0.50• 'Minimum bee no lenat settinaused: 1/2for end Supi orts 0.35 tnterior Live Bearing for wall supports is perpendicular-to-graln bearing on top plate. No stud design included. Beam B2 - Roof Rafter Lumber -soft, D.Fir-L, No.2, 2x6 (1.1/2"x5.1/2") Supports: All - Lumber Stud Wall, D.Fir-L Stud Roof joist spaced at 24.0• dc; Total length: 12'-6.3'; Pitch: 6112; Lateral support: top= full, bottom. at supports; Repetitive factor: applied where permi0ed (refer to online help); Analysis vs. Allowable Stress (psi) and Deflection (in) uslna NDS 2012: Criterion Anal sis Value Design Value Anal sis/Di n es Shear fv . 43 Fv' - 180 fv Fv' = 0.24 Bending:+) fb = 876 Fb' - 1345 fb/Fb' . 0.65 Bend ing l -I fb . 205 Fb' 116 fb/Fb' = 0.18 Deflection: 0.17 - L/682 0.49 L/240 0.35 tnterior Live Total0.33 - L/355 0.65 - L/180 0.51 Cantil. Live -0.11 - L/247 0.22 L/120 Load combinations: ASCE 7-10 / IBC 2012 0.49 Total -0.21 L/128 0.30 - L/90 0.70 Additional Data: FACTORS: F/E(psi)CO CM Ct CL CF Cfu Cr Cfrt Ci Cn LCB Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 1.00 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 2 Fb'- 900 1.00 1.00 1.00 0.865 1.300 1.00 1.15 1.00 1 .0 0- 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC 12 - D+Lr, V - 265, V design 234 lbs Bending(+): LC 12 - D+Lr, M . 552 lbs -ft Bending(-): LC 12 - D+Lr, M = 129 lbs -ft Deflection: LC 12 - D+Lr (live) LC 12 - D+ Lr (total) D -dead L=live S=snow W -wind I -impact Lr -roof live Lc -concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI - 33e06 lb -int •Live' deflection - Deflection from all non -dead loads (live, wind, snow-) Total Deflection . 1.50 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 213 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. l R COMPANY Sequoia Engineering 467 East 2nd Ave PROJECT WoodW-o ks° (530), 9195926 Unit r (530) 591-7258 259 SOFIWAREFOR IVOOD DESIGN June 1, 201510:58 Beam3.wwb Design Check Calculation Sheet Wood Works Sizer 10.1 Loads Load Type Distribution Pat- Location [ft] Magnitude Unit Live 221 259 tern Start End Start End 365 Floor DL Dead Full Area No 15.00 (16.0)* psf Floor LL Live Full Area No 40.00 (16.0)+ psf Self -weight Dead Full UDL No 2.0 plf 'Tributary Width (in) Maximum Reactions (lbs) and Bearing Lengths (in) : IN 7'-6.8" 8'-6.8" Unfactored: Analysis Value Dead 90 106 Live 221 259 Factored: Total 312 365 Bearing: Length 5.50 3.50 Min re 'd 0.50' 0.50' 'Minimum bearing length setting used: 1/2" for interior supports Beam B3 - Floor Joist Lumber -soft, D.Fir-L, No.2, 2x6 (1-1/2"x5-1/2") Supports: 1 - Lumber -soft Sill plate, D.Fir-L No.3; 2 - Lumber -soft Beam, D.Fir-L No.3; Floor joist spaced at 16.0" c%; Total length: 9% Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Ci Cn Shear fv = 45 Fv' = 180 fv/Fv' = 0.25 Bending(+) 2 824 Fb' = 1345 fb/Fb' 0.61 Bending(-) fb = 60 Fb' = 1236 fb/Fb' 0.05 Deflection: 0.11 = L/803 0.25 L/360 0.45 Interior Live Total 0.18 = L/496 0.38 L/240 0.48 Cantil. Live -0.05 = L/260 0.07 = L/180 Deflection: LC R2 - D+L (live) 0.69 Total -0.07 = L/161 0.10 = L/120 0.75 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LCR Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 1.00 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 2 Fb'- 900 1.00 1.00 1.00 0.919 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC 02 = D+L, V = 290, V design 245 lbs Bending(+): LC R2 = D+L, M - 520 Lbs -ft Bending(-): LC R2 - D+L, M - 38 lbs -ft Deflection: LC R2 - D+L (live) LC R2 = D+L (total) D=dead L=live S=snow W-ind I=impact Lr -roof live Lc=concentrated E=earthquake ' All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 33e06 lb-in2 "Live" deflection - Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verity that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. �. COMPANY Sequoia Engineering 467 East 2nd Ave PROJECT WoodWorks 0 C1-7258 Unit 504 (530) 591-7258 (530) tern SOFTWARfFOR WOOD'DFSlCN June 1, 2015 10:58 Beam4.wwb Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: Load Type Distribution Pat- Location [ftl Magnitude Unit 504 171 tern Start End Start End 497 Floor DL Dead Full Area No 669 15.00 (5.00)* psf FloorLL Live Full Area Yes 0.50* 40.00 (5.00)* psf Self -wet ht Dead Full UDL No = 0.47 4.6 plf Tributary Width (ft) Maximum Reactions (lbs) and Bearing Lengths (in) : 10'-8" Unfactored: Analysis Value Design Dead 171 504 171 Live Factored: 497 1266 497 Total 669 1769 669 Bearing: Length 3.50 3.50 3.50 Min re 'd 0.50* 0.46 0.50* 'Minimum bearing length setting used: 1/2" for end supports Maximum reaction on at least one support is from a different load combination than the critical one for bearing design, shown here, due to Kd factor. See Analysis results for reaction from critical load combination. Beam B4 - Floor Girder Lumber -soft, D.Fir-L, No.1, 4x6 (3-1/2"x5-1/2") Supports: All - Lumber Post Column, D.Fir-L No.2 Total length: 10'-8.0"; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using Nos 2012: Criterion Analysis Value Design Value Analysis/Design Fv' 180 1.00 1.00 1.00 - - Shear fv = 56 Fv' = 180 fv/Fv' - 0.31 Ben ding(+) fb = 429 Fb' = 1300 fb/Fb' = 0.33 Bending(-) fb = 609 Fb' = 1300 fb/Fb' = 0.47 Live Defl'r. 0.03 = <L/999 0.17 - L/360 Deflection: LC #3 = (live) 0.15 Total Defl'r. 0.03 = <L/999 0.25 = L/240 Lc=concentrated E=earthquake 0.13 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LCI Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 1000 1.00 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 3 Fb'- 1000 1.00 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.7 million 1.00 1.00 - - - - 1.00 1.00 - 3 CRITICAL LOAD COMBINATIONS: Shear: LC 02 = D+L, V = 885, V design = 719 lbs Bending(+): LC #3 = D+L (pattern: L_), M = 631 lbs -ft Bending(-): LC #2 - D+L, M - 896 lbs -ft Deflection: LC #3 = (live) LC 43 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _-no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI 82e06 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verity that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. C1 Timber Column Design Per NDS 2013 Chapter 3.6 & 3.7 Project: Lowen Addition Date: 6/1/2015 Comments: Units: kips & feet (UNO) 6x Members DF -L Fc E d KcE C 6x 1000 1600000 5.5 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 6X6 6X8 6X10 6X12 5 0.94 943 28511 38879 49247 59614 6 0.91 912 27586 37618 47649 57681 7 0.87 872 26373 35963 45553 55143 8 0.82 821 24841 33874 42908 51941 9 0.76 761 23015 31384 39753 48122 10 0.69 694 20989 28621 36253 43886 11 0.63 625 18906 25781 32656 39531 12 0.56 559 16902 23048 29194 35340 13 0.50 498 15061 20538 26015 31492 14 0.44 444 13421 18302 23183 28063 15 0.40 396 11984 16342 20700 25057 16 0.35 355 10734 14637 18541 22444 17 0.32 319 9650 13159 16669 20178 18 0.29 288 8710 11877 15044 18212 19 0.26 261 7892 10762 13632 16502 20 0.24 237 7179 9789 12400 15010 4x Members DF -L Fc E d KCE C 1350 1600000 3.5 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.75 1016 12444 19554 26665 - 33776 40886 6 0.63 848 10387 16322 22257 28193 34128 7 0.51 689 8445 13271 18097 22923 27749 8 0.41 559 6848 10761 14674 18587 22500 9 0.34 457 5602 8802 12003 15204 18405 10 0.28 379 4640 7292 9943 12595 15246 it 0.24 318 3894 6119 8344 10570 12795 12 0.20 270 3308 5199 7089 8979 10870 13 0.17 232 2842 4466 6090 7714 9338 14 0.15 201 2466 3875 5284 6693 8102 15 0.13 176 2158 3392 4625 5858 7092 Multi 2x Members DF -L Fc E d KcE c 1350 1600000 3 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) (2) 2x4 (3) 2x4 (2) 2x6 (3) 2x6 (4) 2x6 5 0.65 876 10732 16865 22997 29130 35263 6 0.51 689 8445 13271 18097 22923 27749 7 0.40 540 6617 10398 14180 17961 21742 8 0.32 429 5253 8255 11257 14258 17260 9 0.26 346 4244 6669 9094 11519 13945 10 0.21 285 3488 5482 7475 9469 11462 11 0.18 238 2913 4577 6241 7906 9570 12 0.15 201 2466 3875 5284 6693 8102 13 0.13 172 2113 3320 4527 5734 6942 14 0.11 149 1829 2875 3920 4966 6011 15 0.10 131 1599 2513 3427 4340 5254 C2 Timber Column Design Per NDS 2013 Chapter 3.6 & 3.7 Project: Comments: Lowen Addition Date: Units: 6/1/2015 kips & feet (UNO) (Note: all loads are in kips) Column ID CI Least Dim of Post Multi 2x6 Column Height (ft) 9 Load Durr. Supports Factor CD Beam 1.25 Beam B1 DL FLL RLL SL Wind EQ Total Col. Size Capacity I 1 2.00 (2) 2x6 9.34 Gov'n Egn EQ 16-15 DL+RLL Column ID C2 Least Dim of Post 4x Column Height (ft) 5 Load Durr. Supports Factor CD Beam 1 Beam B4 DL FLL RLL SL Wind EQ Total Col. Size Capacity 0.5 1.3 1.80 4X4 12.44 Gov'n Egn EQ 16-15 DL+FLL „ ,, F1 Foundation Deisgn CBC 2013 Project: Lowen Addition Date: 6/1/2015 Comments: Units: kips & feet (UNO) Soil Bearing: 1500 psf Concrete Strength: 2500 psi Temp and Shrickage Ratio 0.0018 Concrete stem wall (Non -retaining): (fc' = 2500 psi) 8” wide with (1) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Continuous footings: (fc' = 2500 psi) Width Thickness Ca 1 Reinforcing 12 12 1500 (2) #4 cont. 15 12 1875 (2) #4 cont. 18 12 2250 (3) #4 cont. 24 12 3000 (3) #4 cont. 30 12 3750 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Reinf. Reg'd Can. Connnector Label Size Thickness Bar Size Ea Way Kis Simpson Fl 1'-0" Sq. 12 4 2 1.5 PB 171.1 (15") 1'-6" Sq. 12 4 2 2.34375 PB F2 2'-0" Sq. 12 4 3 6 PB F2.5 2'-6" Sq. 12 4 4 9.375 PB F3 T-0" Sq. 12 4 4 13.5 CB F3.5 3'-6" Sq. 12 4 5 18.375 CB F4 4'-0" Sq. 12 4 6 24 CB F4.5 4'-6" Sq. 12 4 6 30.375 CB F5 5'-0" Sq. 18 4 10 37.5 CB F5.5 5'-6" Sq. 18 4 11 45.375 CB F6 6'-0" Sq. 18 4 12 54 CB F6.5 6'-6" Sq. 18 4 13 63.375 CB Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. (Note: all loads are in kips) Footing ID DL FILL RLL SL Wind EQ Total Footing Size FTG1 1 1 2 F1.1 (15") Gov'n E n EQ 16-15 DL+RLL Beam B1 Cont. FTG OK by inspection) FTG2 0.5 1.3 1.8 F1.1 (15") Gov'n E n EQ 16-15 DL+FLL Beam B4 FTG3 0 F1 Gov'n E n EQ 16-15 DL FTG4 0 Fl Gov'n E n EQ 16-15 DL FTG5 0 F1 Gov'n E n EQ 16-15 DL FTG6 0 F1 Gov'n E n EQ 16-15 DL FTG7 0 Fl Gov'n E n EQ 16-15 DL FTG8 0 F1 Gov'n E n EQ 16-15 DL FTG8 0 F1 Gov'n E n EQ 16-15 DL F1 Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center DriveI T: 530.538.7601 buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 Name: LOWEN CARLTON & CHRISTIANA CP Location: 1856 BIDWELL AVE, CHICO Assessor's Parcel Number: 043-720-033 Permit Number: B15-1316 T 1. 3 copies site plan 2. 3 sets building plans 3.' -3 -set energy calcs (if applicable) 4. 1 set truss calcs (if applicable) 5. 3,set structural calcs (if applicable) _ . Intake Packet a. signed permit application b. owner builder (if applicable) c. notice to builders �d. fee summary Vie. fire handout f. NPDES form data sheet ><-h. PW Notification for 26-12 i. Hazardous Material Form (commercial) j. Accessibility Worksheet (commercial) >Gk. Plan Check Sq Ftg Verification _7. Flood Certificates (if applicable) 8. 9. 10. I ACompleted by: Date: C:\Users\asoler\Downloads\temp ('431).doc DSBuilding From: Gmail <clowenreal@gmail.com> Sent: Tuesday, June 02, 2015 1:20 PM To: DSBuilding Cc: donna rose Subject: Remodel: 1856 Bidwell Ave. Chico Dear Michelle Hanson: By way of this letter, I have authorized Donna Rose to submit plans and obtain the necessary permits for our remodel plans at 1856 Bidwell Avenue in Chico. We are currently out of the country through June 15th, and I hope this email will allow you to move forward with our application that Donna has submitted on our behalf. Sincerely, Carlton Lowen Owner Sent from my iPhone 1 BUTTE COUNTY JUN U 3 2015 DEVELOPMENT SERVICES NS/be 354o0 -?C r r 2106-89B,E,M ILOT"SOC- PERMIT NO.�> PERMIT EXPIRES `` so -�y OWNER CARLTON LOWEN owner CONTR. ASSESSOR PARCEL 42-48-33 1856 LOCATION Bidwell Ave, Chico ' i ' t ' 6 M 1 1 Temp. Power Pole Tem Tem JOE OK 0 = Not OK ' =Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Date D 1. Zoning Requirements -Setbacks -Easements i 2. Soils; Special MH Support -Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete., 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd.-/ /,Amp -Concrete. 6. Gas; Location -Test -Wrap: / /" l- ft. / /"Nat. or/ P' ft./ /"LPG 7. Utility Clearance Card -B1 Date Card -B1 Date Card -131 Date Card -61 Date Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector .4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10: Cert. of Occupancy Card -B1 Date Card -131 Date Card -B1 Date Card -B1 Date MISCELLANEOUS. 'lans)OK except #'s is 2rFootings; Soils-Size-Depth-Spacing=Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing ' 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses - . 9. Siding; Nailing=Veneer-Stucco-Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Card -B1 Date Card -B1 Date Card -B1 Date Card -61 Date Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining. 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Ground ing; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panel board s -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test ICard -B1 Date Card -131 Date Card -B1 Date Card -131 Date =UK 0 = NotOK RESIDENTIAL (Si ngle,and Duplex) - =Not Applicable = Not Ready Date UNDf:!!nOOR (Plans) OK except #'s oning-Setbacks;- Easements- Flood -Slope 2: Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. De 3. Ftg., Garage; ils-Steel-/ P' Ftg. Depth 4. Ftg., Porches ecks; Soils -Steel-/ /"Ftg. Del 5. Stemwalls, Ma a -Blockouts-Wrapped 6. Stemwalls eel-Blockouts-Wrapped 7. Slab; -Wrapped 8. 'e Fireplace Ftg.-Steel 9. . .V.; Fall -Fittings -Test -2 way C/O -Sewer Test IT Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance- Mated al -Su pprt-Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Card -B1 Date Card -B1 Date Card -131 Date Card -B1 Date Date PLUMBING (Permit) OK except #'s 16.. Water Ht. Vent -Access -Co ustion Air -Baffle 17, ater Pipe; Test & ors -Nail Protection 18. D. . Test -F s & Anchors -Nail Protection 19. Shower P est, First Floor -Tub Access 20. Test b & Sh22tc.2nd Floor -Tub Access 21 as Pipe; Size & AnOtors Card -B1 Date Card -131 Date Card -131 Date Card -B1 Date Date ELECTRICAL (Permit) OK except #'s 22. Ixture & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors .Size Boxes & No. of Conductors -Stapled ?RTomex Installed Close to Edge of Studs & C.J. 26-EVp. Ground made up w/Mach. Fasteners -Bond Gas & Water 2 -P -i -Appliance Circuts in Kitchen & Conductor Size/G.F.I. 2 Z&ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 29K**nge Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 30reervice-Riser Conductors & Ground -Main Disconnect 34,E"ip. Clearances Panels-Motors-Mech. Equip. 11-15fothes Closet Light -Shower Light -Spa Light 36. Smoke Detector Card -61(W, Date `5doAoCard-B1 Date Card -B1 Date Card -B1 Date Date *je: MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 7 Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnace in Attic Card -131 Date Card -81 Date Card -131 Date Card -131 Date Date F5,/ AING (Plans) OK except #'s . Sills, Proper Material & Anchors 4�alls Studs -Nailing, Spacing & Bracing—Plates-Sound 41! ring Walls over Girders & Floor Nailing 42/'Draft Stop in Walls (rat proof) 4 Fire Stops; Furred Ceilings -Stairs -Chases -Tub 4 • Header & Beam -Size & Bearing Date FRA NG (Continued) Hangers -Post Caps -Anchors -Connectors C . Joist-Rftr. Ties-Purlin-Roe Brac.-Truss-Shthng.-Rfng. fireplace Ties or Type A Flue -Fireplace Throat Clearance 4T7Mc Access; Size & Romex Protection -Draft Stop -Ins. Baffles V76a1m. Windows or Exiting Doors -Sill Hgt. & Dimensions 90-Mrage Fire Protection Framing property Line Firewall & Openings 52!Ezt. Doors -One T -Check Garage -3rd story, 2 exits 5Z-3tairs; Width -Headroom -Rise -Run -Landing -Fire Protection 501"Plywood on Roof Overhang -Attic Vents -Rafter Outriggers ,60"Siding-Nailing Veneer 5SZ tocco Mesh -Drip Screed -Fd. Vents-Underflr. Access *-37. Glazing Area -Glass Protection -Skylights -Plastic 54e�gFear Walls; Nailing -Bolts alelpauLarri o -W s-Clgo' Z- 6 .Infiltr ion -W s -W ws &tjGiL SrR.P►PS - Card -B1 Dateg-27.010 Card -B1 Date 1,i5_16 -9a Card-B1r-c� Date16,SFj0Card-B1 _- Date JA-Vy qo Date FI (Plans) OK except #'s K. Ext. Steps -Door & Sidelight Protection -Landings oke Detector OT Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 6d B"room Exiting & Bath Fixtures & Tub Access -Spa �66-Efgc. Trim & Subpanel; Breaker Sizes -Labels & Rails . F' place or Stove; Clearances -Hearth W. Elec. Outlets at Wood Panel; Int. & Ext. _40 -Kit Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance ,_J_1_Elec. Outlets & Receptacles at Kit. Counter --72-8arage Fire Door; Swing -Landing -Closer Duct in Garage -Damper --7'4-Vff.. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- I arage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location 76-Eiec. Receptacles in Garage; (G.F.I.)-Romex Protec. -7"sulation-Foam-Looked in Attic ❑ Yes and Rails & Deck Construction -Post Caps n. Vents & Crawl Hole Door -Drainage & Wood -Earth C rance Looked under Floor ❑ Yes Following instid.; Dri es ❑ No; Walks Yes ❑ No; Planters ❑ Yes UNo co; Brown -Finish Sf-A.C. Unit; Disconnect, Electrical, Plumbing 83 -newts Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. --84--VttfrWell; Disconnect, Electrical, Plumbing F rior Elec. Trim; G.F.I. Receptacle -Underground Ve ' ation throughout House 87" -Glass Protection 88. Cw#ections from Previous Inpections Gas Test -Meters Tagged; Gas -Electric er & Sewer Connected -C/O to Grade -HD Approval g nergy Compliance Certificate -Other Certificates -92-Reofing Certificate Card -B Date//- `- pCard-B1 Date Card -B Date rd -B1 Date Card -B1 Date and -131 Date Comments at Final: (NOTE: An entry must be made each time you visit iob site) COUNTY OF BUTTE ; DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 �7 County Cenier Drive,'OroviIle — Phone: 538-7541' 747 Elliott Road, Paradise — Phone: 87�6307' CORRECTION NOTICE OWNER —M,✓' PERMIT NO. t A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional a planation, pifase contact this office immediately. i 1 Q .�r t Date. �l 2 9 �y Inspecto 4 t Date. �l 2 9 �y Inspecto COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, OrUViIle —'Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE L owr j 29oG-8q OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected.. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. I C%_ rn i T 1G a 2 Z EI? n C r e A 2/1n / C F: h q- A r ?u rrn P- A n/*b lin/ << 2 6 If r elm (!( f A'VC t= l,.i 26iS VZ..X'ISfirJ< t11(C2op/aCc < /Vor. CorpPL4 Date I/) - 10- 60 Inspector ICY uj , _ ENERGY INSTALLATION CERTIFICATE Building Owner L701/ LOt,J Building Permit # , 704 - � 13, e, Building Location DESCRIPTION OF INSULATION ROOF Material s;ZIAX-Z Brand Name Thickness(inches) /�'J�"D�U,-j Thermal Resistance (R Value) EXTERIOR WALL Material w0�� ' - 19 Brand Name ^4AWV/L4e Thickness(inches)'vZ,7C Thermal Resistance(R Value) CEILING Batt or Blanket Type 2W7 Thickness(inches)_7- 30 Loose Fill Type Minimum Thickness(Inches) Area covered(ft.2) `350- ------ FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material CO�C.P Thickness(inches) e,/ ' Width(inches) Brand Name /,f,41/V/LGZ Thermal.Resistance(R.Value) - . Brand Name . Number of Bags Wt. per bag lb. Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) FOUNDATION WALL Material Brand Name Thickness(inches) Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building, is -consistent with approved building department plans and. attachments and con= forms with requirements of Chapter 2-53 of State of California Energy Requiremen yaWY3 7 IRM /OWNER STATE CONTRACTOR'S LICENSE NO. � SIGNATUIF1 OF INSTAL ON APPLICATOR DATE .i nereby certity the required features, devices, and equipment, at� shown on the approved Building Department plans and attachments have been installed and conform to the appli- ance standards and Chapter 2-53 of the State of California Energy Lequirements. BUILDING CONTRACTOR/OWN/ER (Please Print) /(frl NAi'I'IE,)/ SIGNATUItE OF BUILDING 2ONTRACTOR/OWNER HVAC FIRM NAME/OWNER (Please Print) SIGNATURE OF HVAC CONTRACTOR/OWNER STATE CONTRACTOR'S LICENSE NO. DATE ,27 STATE CONTRACTOR'S LICENSE NO. DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. SEPTEMBER 1988 COUN.T.Y-OF BUTTE - DEPARTMEMT OF PUBLIC WORKS 7 County Center Drive - Ora.viller California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT N0. ASSESSOR PARCEL NUMBER 427-33' ZONING ASR BUILDING PERMIT OWNER - Carlton Lowen TELEPHONE S0. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1856 Bidwell Ave. Chico 95926 CONTRACTOR'S NAME Dou h Imhoff TELEPHONE 343-4870 CONTRACTOR'S MAILING ADDRESS 977 Woodland Ave. Chico 95928 Fireplace A 1,000.00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ , Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $17.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $27.50 PLUMBING PERMIT Filing Fee 10.00 1856 Bidwell Ave., Chico Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5,00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: __ __ HVAC "A" Fired _ RE: B.P. #*6-89 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare u pr penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the BuslnesS and Professions Code and my license is in full rce and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.tr OR ADONS. ACC. BLOGS. 2�,4sq ft NEW CONSTR"ULT'-OUTLET NON-R, BRANCH CIRCUITS)' 2.5O ea POWER APPARATUS &) SINGLE OUTLET CIR. Ex. Occup(o OR FIXTURES 20@60¢ 90@ 30 IXEDTs Ex. OCCUp. OUTLETS ((RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �Virin 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate onsent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g 1 Ton 1 6.00 6.00 Hood 3.00 Ventilation permit Fee $16.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also a to save, indemnify and keep harmless the County of Butte against all Iia Iti s, judgm "s, costs and a enses which may in any way accrue again sai County ' consequ ce of a anting of this permit. X Date OG% ��, �99a Signature of plicant — Owner ❑ ontractor ❑ Agent ❑ An OSHA permit is required for excavations over S'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 43.50 HAZ CUA PARK scHL FLD PAR !PDqHD Issu Th;s permit is hereby issued under sions of the Butte County Code and/or work in icated above for which fees DI OF PUB C BY PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. RKS Date i0119-A?d Receipt No. 73930 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT,QPrPU LIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE;`CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET OWNER �GfJ Proposed Building Use I 1_% Permit No.-. P, A. P. No. Iding Inspector d Date I 2) At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans. . . 3. Complete plans in duplicate/triplicate, signed by preparer of plans . . 4. Complete engineered olans and calcs. with wet sianature on plans .. - 5. Hazardous Material Form ........................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ......................... 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit .................................... . 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required ... Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... i 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ...........................''...... . 26. 27. When you issue the permit, process as follows:. Mail to owner. Mail to contractor. 1.Telephone and hold for pickup at office. Deliver w/inspector. Copy of plans sent Health Dept., Fire Dept„ Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---nail—counter by .date Contractor, designer, owner, was advised of above required data by—phone —ma il—counter by date Plans checked by Date Plans approved by Date Sets of;plans on hold in . File.cabinet AP folder Copy—DPW +� ON couN-1 nc -1 7 '3z)uniy Canter Drive - CMv:lie, 40- 4 - ASSESSOR PARCEL NI -111A ER ---------- OWNER IF J i L Nr2 V A L J A T I Of\] 0 -R'S AILING DDR -SS t(25RA�TOR-S NAME z, �nl7iY7 COU.1,RACTOR'S MAILIN^ ADDRESS 7/000 'RUCtION CONST LENDER LENDER'S MAILING ACCRESS 10.00 7 ARCHITECT OR ENGINEERst L! C E'- 5 E No. ARCHITECT OR ENGINEER'S MAILING 4ODR555 BUILDING A D ESS 79 C: �'zRiNfl7 1 FilingFee j 10.00 P 2.00 Soiar '-r hi,-- Jump .:later heater 20.0C) LOT NO.SO:VISION NANIE Su P C E!_ .'Ar' ';iiat9( i in; n 5.00 each i USE OF STRUCTURE cas vat2r neaier or vent 5.00 as piping system 17 5 outlets 5.00 SF Duplex[, Mobiiehomel—I Other 8uiir;;.7Q _--ewer - 5.,00 SPECIFY i, I I G "; 1 7, o - -.. le s i .3 I'' homcaq TYPE OF WORK New F Addition F Remodel ❑ Utilities i7 I t 11 ti Otho .n a tion r s a c z2r—. Describe work: P-11,it Fee or I I R_ 4� i ---LT IL PEIT Filing Fee 10.00 ERiCAR',IA :'air, sery i ca 10.00 i 1,1 a i n sertice =__ ao-D.!_ !oo AMP 2.50 CONTRACTORS LICENSE LAIN I E,-' •0-4_-. 1 -WE: '_ING OCC�jP.d:) LL- ^55-__ c.- BLZ� :s. 12'/zcsaftl I declare under penalty of perjury (check one): — 2.50 ea I am licensed under provisions of Chaot. 9, Div. 3 of the BusinessPF. _ N N - 103.1- A P � A r, L S & N and Professions Code and my license is In fu;I force and effect sINCLE 01j -Liz r c License No. Classification T S C 7; 1 X T'_; R E S j A LJ 0,j 1, as the owner, or my employees vith wages es as their sol' COMtPan-! x . C 2!,:). T 3 -- - " 1".) 2.00 sation, will do the work,and ih,e structure is not intended or offerea �rernperary s e -11 ii c e 10.00 for saie. (Sec. 7044.) I ki �qa ❑ I, as the owner, am exclusively licensed bHome cilities noPe 15.00 contracting with -1 contc, ors. (Sec. 7044) ;5.00 ❑ I am exempt under Sec. Business and, Professions Cc;. 4 Oa for this reason WORKMEN'S CCMPENSATiON INSURANCE ---1v; 1 declare under penalty of perjury (checK one): ==i T i I ing Fee I 10.00 1-F ❑ The permit is for S100.00 (va!uaftn) or less. E] I have placed on file with tne CDLjntv cf Butte Building a Certificate of Workmen's Compensation Insurance or a Cer,.;fic--e of Consent to Self -Insure. ell :0 I shall not employ any person in any manner so as to become c 3.00 to the %V. C. laws of California. Notice to Applicant: If after making this statement, should you become sUuj-,Lk to the 'N. C. provisions of the aoor Code, you must forthwith comply ',vita; SLC;, 1 - I: -e '-'[`t'-'` provisions or this permit shall oe deemed revoked. I certify that 1 have read this application and state that tne above iniormauon 5 is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, ano hereby authorize representatives of the County0i Butte to enter upon the above-mentioned property for inspection Purposes 4�/ 3, 1 a' Iso agree to save, indemnify and keeo harmless the County of Butte agains-, 0 T ,Al L I-- E E S all liabilities, judgments, costs, and C_*xcenses Which may !n any way Z_iCCT1Je ',,I I POTHO ISSUE against said County in consequence of the granting of this permit. 11!:1 v S L., -2 u Lancer ,ne appiicaoie provi- Date •L.. iry Co,!e ano/or resolutions to do Signature of Aoplicant - O-ner Cor.:]C?o. rent I of 2.� tor -,-ihi ch ',.:�es have been paid. An OSHA oermit •s reauired for excc,.,ations over 5'0" deep and •iemoht;cn or cons,,ru.- ion of structures over 3'stories in Receipt No. -7 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKSPE�jM T NQ. 7 County Center Drive - Oroviller Californfa 95965 - Telephone: 916/538-75 1 /J X APPLICATION AND PERMIT v V ER ASSESSOR PARCEL NZIG -' c33 2,E IN ZONN BUILDING MIT OWNERPH ,Lf,0,J OWE,, T T LELEP y SQ. FT. OCC. BUILDING VALU ION t, ! �i -/ O OWN E 'S MAILING ADDRESS hjr- 3S%o I � s 6. iow�u- ���z G��� L1GO�7 JO CONTRACTOR'S NAME ow ^W-0— TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Alp Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 0„S-0 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ -z Energy Plan Checking Fee ,57 $ 15-,00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ Or /J PLUMBING PERMIT Filing Fee 10.00 i Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFW Duplex❑ Mobilehome❑ Other SPECI FY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G I W 0.00 ea TYPE OF WORKNew❑ Addition Remodel❑ Utilities❑ Installation❑ Other❑ K Describe work: �A�J^�S /"�y%h0My-c> Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1°o°o AMP V OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification , as the owner, or my employees with wages as their sole compen- KIation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. 1 DWELLING OCCUP-9 'ftsgft % 00 OR ADDNS. ACC. BLDGS. NEW CONSTR. MULTI—OUTLET 2,50 ea NON-RESID BRANCH CIRCUITS) POWER APPARATUS a (SINGLE OUTLET CIR. I EX. Occup�OUTLETS OR FIXTURES 20050, SAL030 FIXED APPLNS. OR EX. Occup. OUTLETS (RESIO.) EA.I 2.00 Temporary service 10:00 Mobile Home Facilities 15.00 . MiscWiring 15.00 Permit Fee $ v Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate f Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 VentilationC 2 1DO r PennIt Fee $ 116. D0 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County ' ons uence of th granting of this permit. X D e Signature of App (cont — Own Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 30 -OD TOTAL PERMIT FEE $ `Z� ."7 j oqvuP. C r.r�PE `/��1 JS��FLOOD ARCEI PV N ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTO OF PUBLIC By PE EXPIRES Dates the applicable provi- resolutions to do fees have been paid. WORKS Date q J `�� Receipt No. y ,� WHITE-D.P.W., YELLOW-ASSL330R, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE 7 Department o.f.Public Works 7 County Center Drive, Oroville, CA 95965 OWNER -BUILDER VERIFICATION. Attention Property Owner:. s Phone: 916-538-7541' An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information.at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) LIVA 2. I (have/h-ave—nvt) Jsigned an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction Name Address City Phone Contractors License No. 4. '1 plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Signed: Property Owner ( iGl9 l Social Secur'ty umber -/ Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per= mitted to issue the permit. FORM 7 ADDITIONS TO RESIDENTIAL BUILDINGS ENERGY SHEET PACKAGE "A" (Additions) Owner CAo) t1 LoClimate Zone Permit # ' :2Q(g_!a / Floor Area 021)(2 1 The following data showing mandatory and required features of Package "A" shall be installed for additions to dwellings. Additions to dwellings include room additions, converting garages and patios to living areas, house moves that add footage and attic conversions, and any space that is existing non -conditioned space that is converted to conditioned space. Remodeling of existing conditioned space is not included. APPLIES TO NEW AREA CEILING WALL FLOOR SLAB ZONE 11 i� ZONE 16 -38 -19 R 9 �tt R . GLAZING U-.65 (Dual) SHADING SOUTH - OPTIMUM OVERHANG or .36 Shading Coefficient WEST - .36 Shading Coefficient -.45 (Dual) LOOSE FILL INSULATION (Density) INFILTRATION CONTROL (Weatherstrip doors, certified windows, caulking)' VAPOR BARRIER (Zone 16') - DUCTS PER UNIFORM MECHANICAL CODE - Ch. 10 LIGHTING KITCHEN & BATH NOT LESS THAN 25 LUMENS/WATT- MAXIMUM UMENS/WATT MAXIMUM GLAZING 16% OF'AREA PLUS REMOVED GLAZING NEW HEATING, VENTILATING, AIR CONDITIONING AND HOT WATER SYSTEMS IN CONJUNCTION WITH AN ADDITION SHALL BE INSTALLED AS SHOWN ON BACK OF THIS SHEET. OTHER 12/85 *1 HEATING, VENTILATING, AIR CONDITIONING SYSTEM (A) Heating ❑ Central Gas Furnace 7 (brand and model number) SE Btu/hr (heating capacity) ❑ Heat Pump (brand and model number) ACOP Btu/hr (heating capacity at 47°F) ❑ Active Solar type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept ia�cu DLV EIG ❑ Other (describe) *1 (B) Cooling ❑ Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) ❑ Electric Heat Pump EER Btu/hr (cooling capacity at 95°F) ❑ Other (describe) DOMESTIC WATER SYSTEM ❑ • (A) Gas Only Gallons (brand and model number) (tank size) ❑ Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) ❑ *2 Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: _ Heating: Winter design temperature °, elevation ', heating load BTU elevation factor x heating load - maximum outlet capacity gas furnace BTU Cooling: Summer design temperature ", cooling load BTU *2 Submit T.I.P.S.E. chart"or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Ad stration Code. �/ • Y 1 SIGNATURE OF BUILDING DESIGNER OR APPLICANT TO Buildina Department "FROM: Environmental Health SUBJECT: Sanitation Clearance > Ofter Location. AP# l Ku Plan -Approved tor: Sewage Disposal Water Supply Hold final for: Water supply Final clearance O.K. for: Water Supply. Clearance for bedroom mobile home. Other NOTS * * * Sancta �n D&te 4 y ,. ._ � T . ��i'., ..-w.,M1.ti_�..,�s:�Y.�„ wr..�'i.•7��"Z+j7a�.{w'•:.:��"i''�',(.1,,.•,._ ,..{.•'�' 'r' ,i -,_ _ .� . COUNTY OF BUTTE - DEPARTMENT'.OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 9161538-7541 PERMIT APPLICATION DATA SHEET 1 Permit No. OWNER _ era•!; L n,- 1 L 0 tJge4 A. P. No. !V2- Proposed V2Proposed Building Use �44,0i92'n...% Building Inspector _)� Date 41 At time of permit application, 1 was advised the following data must be submitted prior to permit processing and/or issbfslncle: DATE RECEIVED APP88i6Eii 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) - 8. Mobilehome installation data including manufacturer's installation instructions....................................................... 9. Fees of $ .......................... 10. Chico Urban Area fees paid, ...................................... 11. Park -fees paid ..................................................... 2.!�«� School District fees paid ..................tlA3. Sanitation approval from r#14 n Health. Department ... 00, 14. City of Chico plumbing -permit ...................................... 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: 17. Improvements may be required. 18. Driveway permit (construction approval required prior to occupancy) ... - - ----------- Pre-Inspec. request to 19. Pre -Inspection for required .... • I Building Inspector (gate) 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... 22. Owner -Builder Verification (Given to owner❑, Mail to owner ❑) ........ - - -- - - 23. Recorded copy of Agricultural Acknowledgment Statement ............ 4. Letter of si ature a.Vthorization ..................................... 26. --- When you issue the permit, process as follows: Mail to owner. Mail to contractor. _'Sc Telephone QU-3S62 and hold for pickup at C /Gr7 office. Deliver w/inspecter. Other Applicant Date Copy of plans sent Health Dept., Fire Dept., Other Date - The following data must be submitted prior toD�rnit issuance: (Circle new item not checked above): 1. Index permit for above items No. 2. Additional items required: Contractor, design,owner as advised of above required data by_phone—_ nall_counter by ate �� Contractor, designer, owner, was advised of above required data by—phone —ma ll—counter by date Plans checked by C'- Date Plans approved by—�� .- Date ISets of plans on hold in ile cabinet AP folder Copy—DPW i CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... 1856 Bidwell Avenue Date. . 11/28/89 Project Address........ A.P. No. 42-15-39 --------------------- Chico California Documentation Author... Donna Wallace Building,Permit # Company ................ Donna Wallace Telephone .............. (916) 893-4982 Plan Check / Date Compliance Method...... MICROPAS3 by Enercomp, Inc. Field Check/ Date Climate Zone........... 11 -------------------------------- MICROPAS3 v3.01 File-LOWEN Weather-CTZ11 Program -FORM CF-1R --------------User#-MP0995 User -Donna Wallace Run -Lowen Addition -------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type.............. Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Infiltration Control....... Component Insul 377 sf Single Family Detached Front Facing 180 deg (S) .14 1 Slab On Grade Standard BUILDING SHELL INSULATION Type R -value Location/Comments ----------------- ---------------------------------------- Wall R-19 typical Roof R-28 typical, flat clg. S1abEdge R-0 typical Glazing Orientation ------------------- GLAZING Area # of Interior (sf) Panes Shading ------ ----- ---------- Exterior Framing Shading Overhang Type -------------- -------- -------- Door Front (S) 40 2 none None Yes Wood Door Left (W) 20 2 none None Yes Wood Window Left (NW) 8 2 none 100% bug scrn Yes Wood' Window Back (N) 24 2 none None Yes Wood Window Back (NE) 8 2 none 100% bug scrn Yes Wood Skylight Right (E) 12 2 none None None Metal THERMAL MASS ------------ Area Thickness Hard Surfaced/ Type (sf) (in) Exposed . Location/Comments ----------------------------- ------------------------ S1abOnGrade 377 3.5 No typical CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF-1R Project Title.......... 1856 Bidwell Avenue Date........ 11/28/89 MICROPAS3 v3.01 .File-LOWEN Weather-CTZ11 Program -FORM CF-1R --------------User#-MP0995 User -Donna Wallace Run -Lowen Addition ------------------------------------------------------------ ASSUMED HVAC SYSTEMS Assumed Duct Duct Assumed System Efficiency Location R -value --------------- ------------ ------------- ------- Gas 0.710 SE Attic R-4.2 Air Conditioner 8.90 SEER Attic R-4.2 ACTUAL HVAC SYSTEMS Actual Output Manufacturer and Model # Actual System Efficiency (Btuh) (or approved equal) --------------- ----------- -------- --------------------------------- Heating Cooling Cooling Coil CEC Maximum Output for Gas Central Furnaces: 45000 Btuh WATER HEATING SYSTEMS --------------------- Tank Capacity Manufacturer and Model # Energy System Type (gal) (or approved equal) Credits ----------------------------------------------------------------------- Meets CEC Minimum None SPECIAL FEATURES/REMARKS ------------------------ SF = 19 x 18.54 + 5 x 0.46 + 0.5 x 2.5 x (6.67 + 11.67) = 377 SF Windows (excluding skylights) and french doors shall be manufactured by the Pella Company. See attached manufacturers data for minimum U -values. Gas furnace/ air conditioner/ and gas water heater are existing. New ductwork will be installed to heat and cool addition. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-1R Project Title.......... 1856 Bidwell Avenue Date........ 11/28/89 MICROPAS3 v3.01 File-LOWEN Weather-CTZ11 Program -FORM CF-1R --------------User#-MP0995 User -Donna Wallace Run -Lowen Addition ----------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California.Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. DESIGNER Name.... John Colm Company. John Colm Associates Address. P.O. Box 3280 Chico California 95926 Phone... (916) 894-1383 License. OWNER Name.... Carlton & Chris Lowen Company. Address. 1856 Bidwell Avenue Phone. Signed Z y l Signed ( ate DOCUMENTATION AUTHOR Chico California •. ) 343- 993 (date) % ENFORCEMENT AGENCY Name.... Donna Wallace Name.... Company. Donna Wallace Title... Address. 399 E. 9th Avenue Agency.. Chico, California 95926 Phone... (916) 893-4982 Phone... Signed �Y� ��/z8/8 9 g Si ned (date) (date) COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... 1856 Bidwell Avenue Date.. 11/28/89, Project Address........ A.P. No. 42-15-39 --------------------- Chico California Documentation Author... Donna Wallace Building Permit # Company ................ Donna Wallace Telephone .............. (916) 893-4982 Plan Check / Date Compliance Method...... MICROPAS3 by Enercomp, Inc. Field Check/ Date Climate Zone........... 11 --------------------- MICROPAS3 v3.01 File-LOWEN Weather-CTZ11 Program -FORM C-2R --------------User#-MP0995 User -Donna Wallace Run -Lowen Addition --------------------------------------------=-------- --------------------- MTCROPAS3 ENERGY USE SUMMARY _ ----------------------------- = Energy Use Standard _ (kBtu/sf-yr) - ----------------------- Design ---------- Space Heating.......... 49.99 = Space Cooling.......... 24.60 = Water Heating.......... 7.58 = Total 82.17 Proposed Compliance = Design Margin = 34.28 15.71 = 38.42 -13.82 = 7.58 0.00 = 80.28 1.89 _ *** Building complies GENERAL INFORMATION Conditioned Floor Area..... 377 sf Building Type .............. Single Family Detached Building Front Orientation. - Front Facing 180 deg (S) Number of Dwelling Units... .14 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Slab On Grade Number of Building Zones... 1 Conditioned Volume......... 3840 cf Footprint Area............. 377 sf Slab -On -Grade Area......... 377 sf Glazing Percentage......... 29.7 % of FA Average Ceiling Height..... 10.2 ft Cond- Zone Type itioned -------------------- HOUSE Residence Yes BUILDING ZONE INFORMATION ------------------------- Floor Vent Special Area Volume # of Thermostat Height Vent Area --(sf)--- (cf) Units Type (ft) (sf) ----- ----------------- ------ --------- 377 3840 0.14 Setback 2.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R ----------- ---------------------------- ------------------------------------ Project Title.......... 1856 Bidwell Avenue Date... . 11/28/89 MICROPAS3 v3.01 File-LOWEN Weather-CTZ11Program-FORM C -2R ---User#-MP0995 User -Donna Wallace Run- Lowen Addition ------------------------------=------------------------ OPAQUE SURFACES PERIMETER LOSSES. ---------------- Length F2 Insul Surface (ft) Factor R-val Location/Comments ------------ --------------------- ---------------------- HOUSE 12 S1abEdge 64 0.720 R-0 typical GLAZING SURFACES ---------------- Area U- Insul Act SC Solar Location/ Form 3 Surface (sf) - value ----- R-val ----- Azmth ----- Tilt ---- Gains Comments Reference HOUSE Surface (sf) Panes Type -------- Type value ------ Azmth ----- ---------------- ------------ 1 -Wall 125 0.065 R-19 180 90 'Yes typical 2 Wall 25 0.065 R-19 270 90 Yes 0.67 3 Wall 24 0.065 R-19 315 90 'Yes 0.67 4 Wall 101 0.065 R-19 360 90 Yes 0.67 5 Wall 24 0.065 R-19 45 90 Yes 0.67 6 Wall 169 0.065 R-19 90 90 Yes 0.67 7 Roof 99 0.038 R-28 180 27 Yes typical 8 Roof 93 0.038 R-28 270 27 Yes 9 Roof 99 0.038 R-28 360 27 Yes 10 Roof 87 0.038 R-28 90 27 Yes 11 Roof 23 0.038 R-28 0 0 Yes flat clg: PERIMETER LOSSES. ---------------- Length F2 Insul Surface (ft) Factor R-val Location/Comments ------------ --------------------- ---------------------- HOUSE 12 S1abEdge 64 0.720 R-0 typical GLAZING SURFACES ---------------- SC Interior SC Area # of Frame Open U- Act Glass Shade Gls+ Surface (sf) Panes Type -------- Type value ------ Azmth Tilt Only Type Shade HOUSE ----- ----- ---- ----- ---------- ----- 1 Door 40 2 Wood Hinged 0.39 180 90 0.67 none 0.67 2 Door 20 2 Wood Hinged 0.39 270 90 0.67 none 0.67 3 Window 8 2 Wood Hinged 0.46 315 90 0.67 none 0.67 4 Window 24 2 Wood Fixed 0.46 360 90 0.67 none 0.67 5 Window 8 2 Wood Hinged 0.46 45 90 0.67 none 0.67 6 Skylight 12 2 Metal Fixed 0.65 90 27 0.77 none 0.77 OVERHANGS Area Window Overhang Overhang Surface ----------- (sf) Height Length ------ ------ -------- Height HOUSE -------- 1 Door 40 6.7 2.5 0.5 2 Door 20 6.7 4.0 0.5 3 Window 8 4.0 1.8 0.5 4 Window 24 4.0 2.5 0.5 5 Window 8 4.0 1.8 0.5 COMPUTER METHOD SUMMARY Page 3 C-2R Project Title.......... 1856 Bidwell Avenue Date........ 11/28/89 MICROPAS3 v3.01 File-LOWEN Weather-CTZ11 Program -FORM C-2R --------------User#-MP0995 User -Donna Wallace Run -Lowen Addition ------------------------------------------------------------ EXTERIOR SHADING THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments ----- ------ ----- --------------------- -------------------------- HOUSE 1 S1abOnGrade 377 3.5 28.0 0.98 R-2.0 typical System Type ---------------- HOUSE Gas Air Conditioner HVAC SYSTEMS ------------ Minimum Duct Duct Duct Efficiency Location R -value Efficiency ------------ ------------- ------- ---------- 0.710 SE .Attic R-4.2 0:820 8.90 SEER Attic R-4.2 0.810 WATER HEATING SYSTEMS --------------------- Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS ------------------------ SF = 19 x 18.54 + 5 x 0.46 + 0.5 x 2.5 x (6.67 + 11.67) = 377 SF Windows (excluding skylights) and french doors shall be manufactured by the Pella Company. See attached manufacturers data for minimum U -values. Gas furnace/ air conditioner/ and gas water heater are existing. New.ductwork will be installed to heat and cool addition. Area Shading SC of Surface ------------ ( sf ) ------ Type -------------=- Ext Shade HOUSE --------- 3 Window 8 100% bug scrn 0.67 5 Window 8 100% bug scrn 0.67 THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments ----- ------ ----- --------------------- -------------------------- HOUSE 1 S1abOnGrade 377 3.5 28.0 0.98 R-2.0 typical System Type ---------------- HOUSE Gas Air Conditioner HVAC SYSTEMS ------------ Minimum Duct Duct Duct Efficiency Location R -value Efficiency ------------ ------------- ------- ---------- 0.710 SE .Attic R-4.2 0:820 8.90 SEER Attic R-4.2 0.810 WATER HEATING SYSTEMS --------------------- Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS ------------------------ SF = 19 x 18.54 + 5 x 0.46 + 0.5 x 2.5 x (6.67 + 11.67) = 377 SF Windows (excluding skylights) and french doors shall be manufactured by the Pella Company. See attached manufacturers data for minimum U -values. Gas furnace/ air conditioner/ and gas water heater are existing. New.ductwork will be installed to heat and cool addition. HVAC SIZING Page 1 HVAC Project Title.......... 1856 Bidwell Avenue Date..... 11/28/89 Project Address........ A.P. No. 42-15-39 --------------------- Chico California Documentation Author... Donna Wallace Building Permit # Company ................ Donna Wallace Telephone .............. (916) 893-4982 Plan Check / Date Compliance Method...... MICROPAS3 by Enercomp, Inc. I Field Check/ Date Climate Zone........... MICROPAS3 v3.01 File-LOWEN Weather-CTZ11 Program -HVAC SIZING --------------User#_MP0995 User -Donna Wallace Run -Lowen Addition ----------------------------------------------------------- GENERAL INFORMATION ------------------- Floor Area ................. 377 sf Volume........3840 cf Sizing Location............ CHICO EXP STA Latitude... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range ............... 37 F Shading Used....... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Description (Btuh) -------------------------------------------- Opaque Conduction and Solar...... Glazing Conduction ............... GlazingSolar .................... Infiltration ....:................ InternalGain .................... Ducts............................ Sensible Load..... ............... Latent Load ...................... Total Load 3945 2133 n/a 2428 n/a 851 9356 n/a Cooling (Btuh) 1343 1190 3231 798 2100 866 9528 1906 9356 11433 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CEC Maximum for gas central furnaces only: 45000 + 100.0 x (0.71 - 0.71) x 7000 = 45000 Btuh Mandatory Measures Checklist: Residential Lo W EN Al2P I T I o N MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the it documents, the features noted shall be considered by all patties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIMON DESIGNER I ENFORCEMENT Building Envelope Measures * §2-5352(a): Minimum ceiling insulation R-19 weighted average. R- i a D W G, s, H T Z §2-5352(b): Loose fill insulation manufacturer's labeled R -Value. N * §2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). K-19 D W G. S HT. 2- §2-5352(k): §2-5352(k): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. N /A §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. RI G I D POLY 1soCYAN U RA TE- 0 F 115 RCi LAS §2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. BAT T S N A §2-5317: Infilaudon/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. B Y CON TR b. Doors and windows certified. CTO K c. Doors and windows weatherstripped; all joints and penetrations caulked and sealed. §2-5352(e): Special infiltration barrier installed to comply with §2-5351 meets CEC quality standards. N /� §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have. a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control N /A 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. AT TA H ED §2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. E f S7 * §2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. g Y C0 N F"A'cTj §2-5316(b): Exhaust systems have damper controls. EX 110 I §2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2-5352(i): Water heater insulation blanket (R42 or greater) or combined interior/exterior insulation (R-16 or greater); fust 5 feet of pipes closest to tank insulated (R-3 or greater). IF §2-.5312(Fxcepdon 1): Pipe insulation on steam and steam condensate return & recirculating Piping. N /A §2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2.75 percent thermal efficiency. 3. Pool cover. N /� 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures §2-53520: Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. EX IST. §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. EX IST. §2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. EX IST Fam Revised December 1987 Proposed Construction Assembly: Residential Form 3R Project Title Date b `� C� k'� I �'= W L i_ L I'� r i� i1 r; r- �1 I r' -C► Project Address PONNI,\ WALLACE (916) 893-4952 Budding Pamit 0 Documentation Author Telephone Checked By / Dale VAULTED ROOF Assembly Name Enforcement Agency Use Only I 2 3 4 5 Sketch of Construction Assembly List of Construction Components Outside Surface Air Film 1. WOOD 5HAKE5 Assembly Type: Floor (check one) Wall Ceiling/Roof Framing Material: W 00 D Framing Size: Z x 4 - Framing Framing Spacing: Z 4 " o.c. Framing Percentage: Wall: 15% (16" ox.) (check one) 12% (24" ox.) Floor/Ceiling: 10% (16" ox.) 7% (24" ox.) Wall Weight / sf-. N A (Packages only) 2. 1/Z" PLYWOOD 3. 3'17-" RIGID POLY150CYANU1ZA-M IN5UL, 4. Z x q- F(ZAMINU 5. Z)< (o PECKING R -Value Cavity(Rc) Frame(Rf) 0.1-7 O.17 0.94 0.94- n'/17 n /-? 6. 7. - Inside Surface Air Film 0. (o Z 0.&7— Total .&ZTotal Unadjusted R -Values: 3 Z. Z 1 7.71 Re Rf Framing Adjustment Calculation (if applicable): . ( I/3Z.Z1 x 0.93 1/Rc 1-(Fr%/100) + ( 1/7.71 x 1/Rf 0.07 ) Fr%/100 1 /0.038 l f rotal U -Value 0.035 Total U -Value = 2.35 Total R -Value L 0 ice: EN f',G1;, i T I!: t t I pp PELLA GLAZING: A HIGH-PERFORMANCE SYSTEM Thermal performance of the Pella glazing system is outlined below. "Ll" values as shown here are an accepted industry -wide measure of total heat flow through the complete heat barrier from room air to N O M 8.16/Ro outside air; lower numbers indicate relatively greater insulating capability. "R" values refer to the resistance a material has to heat flow; higher numbers indicate greater insulating capability. T e of glazing2' Pella unit and site Total glass value Total unit "lull value Total unit R" value Air Infll- tratlon clm Shading coefficient Inside glass surface tem %. relative hu - midity when con - densatlon appears on roomslde lass PELLA DOUBLE GLAZING PANEL SYSTEM PELTA DOUBLE GLAZING PANEL SYSTEM -WHITE SLIMSHADES TILTED 30-45° PELLA DOUBLE GLAZING PANEL SYSTEM -WHITE SLIMSHADES CLOSED Casement 2048 vent .49 ZL .46 .41 41 .43 .45 46 .39 .39 .41 .43 .43 .37 .35 .37 .39 .39 .35 2.43 2.33 2.22 2.17 2.56 2.56 2.43 2.33 P.33 2.70 2.86 2.70 2.56 2.56 2.86 .03 .25 .11 .00 .25 .03 .25 .11 00 .25 •03 .25 .1 t .00 .25 .88 clear glass/.59 Solarcool .34 .18 White W .18 it e Sili/•29 Dark Brown 43' 45 48 38 41 45 Double -Hung 322424 Pivot 4848 Casement 4860 fixed Contemporary French Door OX -26 Casement 2048 vent Double -Hung 322424 Pivot 4848 Casement 4860 fixed Contemporary French Door OX -26 Casement 2048 vent Double -Hun 322424 Pivot 4848 Casement 4860 fixed Contemporary French Door OX -26 PELLA TRIPLE GLAZING PANEL (TGP) OR TRIPLE INSULATING GLASS (TIG) Casement 2048 vent (TGP) 35 .31 .34 3.23 2.94 .03 .25 .82 50 49 Double -Hun 322424TGP Casement 4860 fixed JIG)35 36 2.86 .00 .74 49 .74 .35 2.66 .25 .80 48 Std. Slidin Door OX -31 (TIG) SINGLE GLASS Casement 2048 vent 1.10 83 .85 .92 1.22 1.18 1 1.09 .03 .25 .11 1.00 17 15 Double -Hung 322424 Pivot 4848 INSULATING GLASS Casement 2048 vent 7/,e" 55.45 2.22 47 2.13 .03 .25 .92 41 35 Double -Hun 322424 (IhG") Pivot 4848 %- .52 .47 2.13 .11 .88 43 38 Casement 4660 fixed i1t" .57 .53 1.89 .00 .85 40 33 Sid. Sliding Door OX -31 :W' .50 .47 2.13 .25 .88 43 38 Skylight 2692 fixed7A- .55-.50' 'So -.45' 2.00.2.20' .00 .55-.50' 1.80.2.00' .10 .84 Sk li ht 1826 vent %" NOTE: Information is based on one or more of the following: AS- HRAE Handbook of Fundamentals 1977; testing by Yellott Solar Energy Laboratory, Associated Dallas Laboratories and others; test- ing by Rolscreen Company and information supplied by PPG Indus- tries, Inc. U value data are based on outside temperature of 0° F, inside temperature of 70° F and outside wind velocity of 15 mph. In- side screens and Slimshades improve U and R values, and lower the shading coefficient from values shown. Air infiltration figures are based on static air pressure of 1.56 psf (equivalent 25 mph). 'Sloped glazing U and R values vary with slope, temperature differential and air movement. As slope becomes steeper (approaches vertical), performance improves, with lower U and higher R values. "Based on glazing system only. Barriers to interior air flow (sloped - glazing Slimshades, drapes and screens) improve U and R values but tend to lower inside glass surface temperature and humidity levels at which condensation occurs. Outside screens tend to raise inside glass surface temperature and the level of relative humidity at which condensation first occurs. pp PELLA'S TOTAL COMMERCIAL PACKAGE: UNITS, SYSTEMS, SUPPORT Pella offers a comprehensive commercial package -windows, sliding glass doors, sloped glazing units, accessory systems and assistance. Your local distributor is ready to help throughout the development of your commercial building or renovation project: Coordinating factory design and technical assistance on complex or specialized installa- tions. Supplying units right for the job and the correct accessories for them -on time. And following up with as much service as necessary to insure your complete satisfaction with Pella., Single Pella windows and doors in standard and special sizes, multi- ples, or combinations of standard and special units and custom Clad Frames can be designed for virtually any opening. Sizes to fit com- mon existing openings and interior finish options make short work of replacement. And accessory systems speed economical placement and trimming of units from either inside or outside the building. The Pella glazing system offers the most complete selection of energy-saving alternatives of any major manufacturer. They provide Increasing levels of insulation value and light and sun control. And they return significant savings in fuel and operating expense on a realistic initial investment. The Pella commercial package can be tailored to your precise design and building needs. It will be integrated into your program with the kind of expert, professional service you're used to giving -and ex- pect from a specialist In quality commercial windows and doors. ROLSCREEN COJPELLA 5 1 BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. Number 412-4/^.�3 Building Department No. School District ��/� 9 City D County Q' Jurisdiction Property Owner C 4A a 'TC14 Project Location/Address l U6 6/,ot4,irzt Aux, - Subdivision Lot Number Residential Development:c�/� Sq. Footage 'xz) # of Living MHI Addition (Group R) Units Commercial/Industrial: n4r-_ Sq. Footage New Addition (Including Exterior Roofed Areas) uilding Department Representative /is/e C1 Date ******************************************************************* (Floor Plans reviewed by School District Personnel) District Id No. <f1Rrnrt)J Applicant Name Street Address School District certifies that ..�--G70;'3 (Phone Number) n `is9C;z(D (City) (State) (Zip Code) has complied with the requirements of Resolution No. .399-'99 by the payment of $ �/p7representing 3w square feet. School Dist`r'ict Representative- Date PAID BY CHECK NO. PAID BY CASH REMARKS: HALO_ 14- ,,P.Q," 4a/ $r20.0 60 4"0_A ,X* k-O� 4D ".t -i-111 k' 1 r � . white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) ■.:. 1439-87 � F PERMIT NO. 2086-87B, P, E PERMIT EXPIRES b Alk OWNER CHRIS & C RLTON LOWEN CONTR. Hill Const ASSESSOR PARCEL 42-15-39 LOCATION 1856 Bidwell Ave,Chico Temp. Power Pole 1 Called Temp. Elec 1 Called Temp. Gas Called ' JOB FINAL SlSnah = OK o = Not OKp RESIDENTIAL (Single and Duplex) - =Not Applicable � ' = Not Ready Date' _ UNDERFLOOR (Plans) OK except #'s Date FRAMING. (Continued) 1. Zoning requirements -Setbacks -Easements 44. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 45. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 46. Fireplace Ties or Type A Flue -Fireplace Throat 4. Ftg:, Porches & Decks; Soils -Steel-/ /"Ftg. Depth 47. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 48. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 49. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 50. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 51. Ext. Doors -One T -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 52. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 53. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 54. Siding -Nailing Veneer 12. Electric; Underground 55. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance- Material -Su pprt-Ins. 56. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 57. Shear Walls; Nailing -Bolts - 15. Insulation 58. Insulation-Walls-Clg. 59. Infiltration-Walls-Wndws Card -B1 Date Card -131 Date Card -81 Card -B1 Date Card -131 Date Card -B1 Date Card -B1 Date Card -131 Card -131 Date Card -131 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 60. Ext. Steps -Door & Sidelight Protection -Landings D.W.V.; Test-Fttngs &Anchors -Nail Protection 61. Smoke Detector T 19. Shower Pan; Test, First Floor -Tub Access 62. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors '63. Bedroom Exiting 64. G.F.I. & ath Fixtures Tub Access -Spa 65. Elec. Tr & Subp el; Breaker Sizes -Labels Card -131 Date Card -B1 Date 66. Stairs 8URails Card -131 Date Card -61 Date 67. Firplalle or tove; Clear s -Hearth 68. FAk. OffeAs at Wood Vaineljnt. & Ext. 69. t. . & Appliance; rnd -Air Gap -Cooking Clearance Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 70. Ele utlets & Rpcedtaclpf at Kit. Counter 23. Elec. Receptacles Spacing -Lights & Switches at Doors 71 G age Fi Do S i g -Landing -Closer 71 A.t. Duc i• Gr Damper 73 r. Htr. Ve a ance-Comb. Air-Connector-P.R.V.- n Garage; A v F or-Mech. Protection 74. Plb., E e . & lfle6. fquip. Listed for Location 24. Sizq Voxes & N . of Conductors -Stapled 25. RoAk\lnstallo Close to Edge of Studs & C.J. 26. Eq ip , ou made up w/Mach. Fasteners -Bond Gas & Water 27. 2 CircuitsriQ Kitchen & Conductor Size 28. Su a Size Alk. Cu or AI-A.C. Wire Size / /ga. Cu or Al 75. Elec. epta les in Garage; (G.F.I.)-Romex Protec. 76. Insulat -Fo m -Looked in Attic 13 Yes 77. Guard a s Deck Construction -Post Caps 78. Fdn. ntsS Crawl Hole Door -Drainage & Wood -Earth Cleara ce Looked under Floor ❑ Yes 29. Range Ci / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Ne ral Yes No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 79. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 32. Clothes Closet Light -Shower Light -Spa Light (NOTE: An entry must be made each time you visit job site) 80. Stucco; Brown -Finish Card -B1 Date Card -131 Date 81. A.C. Unit; Disconnect, Electrical, Plumbing Card -131 Date Card -131 Date 82. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 83. Water Well; Disconnect, Electrical, Plumbing 33. A.C. Ducts Insulation & Support 84. Exterior Elec. Trim; G.F.I. Receptacle -Underground 34. Vent Fan; Exhaust above insulation 85. Ventilation throughout House 35. Condensate Drain & Overflow; Size & Grade 86. Glass Protection 36. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Corrections from Previous Inpections 37. Attic Access & Platform if Furnace in Attic 88. Gas Test -Meters Tagged; Gas -Electric 89. Water & Sewer Connected -C/O to Grade -HD Approval 90. Energy Compliance Certificate -Other Certificates Card -81 Date Card -131 Date Card -131 Date Card -61 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -131 Date Date FRAMING (Plansl OK except #'s 38. Sills, Propjkr.MkeriaV& A chors Card -131 Date Card -B1 Date 39. Walls Stu 'li Spac g,& Br -Plates-Sound Comments at Final: 40. Bearing ILIANrGikaqrsI ailing 41. Draft StopIn-Walls (rat o0 42. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 43. Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) =01K - 0 = Not OK NotApplicabledyMOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -131 Date Card -131 Date 10. Roof; Shthg-Roofing Card -131 Date Card -131 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -131 Date Card -131 Date 2. Footings; Size -Spacing -Marriage Line Card -131 Date Card -81 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test-Crossovers-Breakers=Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to.Grade-HD Approval 3. Pool Structure; Steel-Connections-Thickness- Dead Men -Lining 8.Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Card -Bi Date Card -81 Date Card -81 Date Card -81 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -131 Date Card -81 Date Card -131 Date Card -131 Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Ca*,!ornia 95965 - Telephone: 916/538-7541 APPLICATION.AND PERMIT PERMIT O� ASSESSOR PARCEL NUM R ZONING BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION O `NER`''SS�MAILING ADDRESS CONTRACTOR'S NAME T EPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION END UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT O. SUBDIVISION NAME PA�C3L-MAPF a�,v//Aj ((��//YY�� Water piping 5.00 , oh Each qas water heater or vent 5.00 USE OF STRUCTURE � SF ❑ Duplex❑ Mobilehome❑ Other � Z SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 ; Crb Mobile Home S I G I W 10.00 ea " TYPE OF WORK New Add ition❑moi►Remodel❑ Utilities❑I Installation❑ Other ❑ Describe work: � /_ �� lexln Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 Main service EA, ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check -one): ©-11�am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions C� Qde and my license is in full force and effect. License No. 577y�Classification 45 —C SJn Fl 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.( DWELLING OC. 'y_ 1/22sgft OR ACDNS. ACC. BLOGS. O NEW CONSTR. ULTI.OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS d (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES Z.L@30 e AL9 30 Ex. Occup. FIXED APPLNS. R OUTLETS ((RESID.IEAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. �r X �`�'� Date � _25— 8 I Signature of Applicant - Owner Contractor Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in h fight. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ , occuP. CONST.TYPE F O PA c PD N ss This permit is hereby issued under sions of the Butte County. Code and/or work indicated above for which DIRECT R OF PUBLIC BY _ r P IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date �- �%— -7 v P Receipt No. 3 WNITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT •OWNER .ti COUNTY OF BUTTE - DEPARTMENT,OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CACI;ORYIA 95965 - TELEPHONE: 916/534 PERMIT APPLaICAIAN DATA SHEET Permit No. , 97� ,ate A P No S� / c�;?"/�._5r1 Proposed Building Use Building Inspector - Date At time of permit application, I was advised the following, data must be submitted prior to permit processing a,,d:/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate. /triplicate, signed by preparer of plans. . 3. Complete plans in duplicate./triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid" Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. " 8. Fees of $ . . . . . . . . Pt 9. Letter of signature authorization. . . . . . . . . . . 10: Sanitation approval from Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) '. 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ), _15.Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec.request to. 17. Pre -Inspection for Required. Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. Plot plan approval from city of 21. `22. Whe you issue the per it, p oc s as follows: Mail to owner, Mail to contractor. Telephone � and hold for pickup atl2Z.—&�.fice, Deliver w/inspector. Other Applicant 7: e4— . / �-/aYe k, Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_maiI—counter by date Contractor, designer, owner, was advised of above required data by—phone —mal l_counter y date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder — Flours: 10:00 a.m. - 3:00 P.M. Copy—DPW (Date) n TO: Building Department FROM: Environmental Health, Chico SUBJECT: Sanitation Clearance Owner Location CCS AP# Plan approved for: sewage disposal water supply Hold final for: Final clearance O.A . for: Clearance for bedroom mobile home. Note*** water supply water supply , Other unitarian _ Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT APERMIT N0. { 1 ASSESSOR .PARCEL NUMBER ZONING BUILDING PERMIT OWNER - C TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S -"MAILING ADDRESS / 56, 1Jr�.1wJ� CONTRACTOR'S NAME /'' , 4J Nro TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS {/ (� Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 le), ot, USE OF STRUCTURE SF ❑iC_ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 v�� Building sewer 5.00 Mobile Home I S G JW 1 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities ❑ Installation El Other ❑ Describe work: �� j ' r -, - ^- .� -,u _ 14 ,t f '+..•y .� /,,,�..r� ;.on c�lua. + 1. (� Permit Fee $ ;Vy. t�J Contractor ELECTRICAL PERMIT Filing Fee 10.00 �) �� I Ct `� Main service 000V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2,50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification A I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.a+ OR ADDNS. ACC. BLDGS. , /20sgft INEW CONSTR.MULTI-OUTLET NON.RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS tri SINGLE OUTLET CIR. / Ex, OCCUp(OUTLETS OR FIXTURES 200501 30ti FIXED Ex, OCCUp. OUT ETS PLNSIRESID )REA.) 2.00 Temporary service 10,00 Mobile Home Facilities 15.00 Misc. �yirin 9 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 0� I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10,00 Heating Cooling g Hood 3,00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said �County/in//consequence of the granting of this permit. X ! •� / ,/7,./► C A �t/�� l Date 7,� ���, %, Contractor Agent Signature of Applicant — Owner ❑ ❑ g ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ S', '00 JCCUP, I CONST.TYP! I �FL000JPARCFLJ PD ND I ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been aid. 1-1 % f p IRECTOIR OF''PUBLIC WORKS f % / /' -�7, / By / '!/'''� ���Dalte ✓/ / , , o PERMIT EXPIRES�Date —� /1 I �– ,; r Receipt No. 2:22 �/ WNIT!-D.P.W., YELLOW-ASS[SSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT G> OFFICE COPY Address GAS Meter By Date ELECTRIC Meter By Date 4Z L C7 A�76 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville; Calffol'hia 95965 - Telephone 916/534-4541 APPLICATION'AND PERMIT PERMIT NO. 4� ASSESSOR P RCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS Q S 91A,,Je/LI CONTRACTOR'S NAME 8 TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS . � l W'ei � I � V'e.. Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 /0.06 USE OF STRUCTURE SFK_ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ installationEl Other ❑ Describe work: Ga -s -42r-e--, } �� ,,, 129 r �— Permit Fee $ �; (36 Contractor ELECTRICAL PERMIT Filing Fee 10.00 N.w 4 Main service 100v OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING 0CUP.&), OR ACDNS. ACC. BLCGS. f /20sgft NEW CONSTRMULTI-OUTLET 2,50 ea NON.RESID BRANCH CIRC ITS /POWER APPARATUS e (SINGLE OUTLET CIR. EX. OCCUp(OUTLETS OR FIXTURES 200500 eAL030 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. bYirin 15.00 9 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ i have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, I dgments, costs, and expenses which may in any way accrue against said u t in consequenc of the granting of this permit. X Date % ��Y Signature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit isrequired for excavations over 5'0" deep and demolition or construct- eer 3 stories in height. ion of structures avSO-4171-1 Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ C2_,5�, O o Occu P. CONST.TYPEJ I IFLOODIPARCELI P11 I ND I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indica above for w ich IRE T 0 P BLIC By �n PERMIT EXPIRES Date the applicable provi• resolutions to do fees have been paid. WORKS ate Receipt No. `] y / " WHITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT PERMIT NO. 382-84B PPEAM PERMIT EXPIRES OWNER CARLTON LOWEN CONTR. owner N4 ASSESSOR PARCEL 42-15-39 LOCATION 1856 Bidwell Ave,,'Chico ax OFF " ICE COPY y dess "S —ZGAS te'r gyp 7" S - :Date",,. + t 4*oELE't0,,T-R1 N eter-By- xr Date, lk Temp. Power Pole— Called PG&E 1.11.t Temp. Elec. Service / A I 4q Called PG&E Temp. Gas Service Called PG&E JOB FINALED ( 40 Signature = OK 0 = Not OK - = Not Applicable fit• = Not Ready MOBILEHOMES MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except H's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1, Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch _ 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing_ 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete _ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ P'Nat. or/ /"L"ft./ /"LPG 6. Carports: Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except q's 1. Zoning Requirements -Setbacks -Easements Card -BI Date _ Date Card -BI Date POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line „ A. 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged b, 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enc losures- Pane lboards-Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date i ,6 -P J = OK 0 = Not OK - = N;ot Applicable * = Not Ready RESIDENTIA- L (Single and Duplex) Date UND FLOOR (Plans) OK except #'s Date FRA ING Continued Zoning requiref(ents-Setbades'-Ea me Property Line Firewall & Openings Fig., M ; Soils-Steel-Elec. Grnd. Z/" Ftg. Depth 44/Ext. Doors -One 3' -Check Garage -3rd story, 2 exits glFtg., G e; Soils -Steel- /j 7 /" Ftg. Depth 'Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches &Decks; Soils -Si el- / /" Ftg. Depth V`Tt -Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Stemwalls, M teel-Bloc s -Wrapped -Slab 52. Siding -Nailing -Veneer S walls, G ge; Steel-Blo kouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access �� irep a Ft -St 'ST. -Glazing Area -Glass Protection -Skylights -Plastic D.W.V.: Fall-Fittings-Tes -2 way C/0 -S r Test .66 -Shear Walls; Nailing -Bolts 9. Gas Pipe; Size Anchors -1° ater Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 1j�: Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Q!el Date Card -BI Date Date Card -BI Date ® 1 6 Card -BI Date Card -BI Date Card -BI Date �-��•- and -BI Date Date fJNAL (PI OK except #'s xt..aeps-Door & Sidelight Protection -Landings e Detector Card -BI Date Card -BI Date Date PLUJOBING (Permit) OK except #'sm _ �ater Ht.; Vent -Access -Combustion Air 5 urnace; Vents -Clearance -Comb. Air -Connector - I arage; Above Floor -Ducts -Meeh. Protection Water Pipe; Test & Anchors -Nail Protection .W.V.: Test-Fttngs & Anchors -Nail Protection Bedroom Exiting Shower Pan; Test, First Floor -Tub Access 60-. .F.I. & Bath Fixtures & Tub Access Tub & Shower, 2nd Floor -Tub Access lec. Trim & Subpanel; Breaker Sizes -Labels __—�.Test Pipe; Size & Anchors lairs & Rails _ __19!—Gas - 01 F' eplace or Stove; Clearances -Hearth 6 lec. Outlets at Wood Panel; Int. & Ext. Card -BI VDate SSI % /� 7 Card -BI Date 6 it. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 6 lec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except #'s 6 Garage Fire Door; Swing -Landing -Closer A.C. Duct in Garage-Damper Fixture &Transformer Clearance -Ins. Protection tr.; Vents -Clearance -Comb. Air-Connec .R.V.- In Garage; Above Floor -Meeh. Protection -- . Elec. Receptacles Spacing -Lights & Switches at Doors 7(p,1"(6., Elec. & Mech. Equip. Listed for Location - ZZ1,151ze Boxes & No. of Conductors -Stapled 70,e'E-lec. Receptacles in Garage; (G.F.I.)-Romex Protec. X;, mex Installed Close to Edge of Studs & C.J. - quip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic E� es 73. Guard Rails & Deck Construction -Post Caps 2 Appliance Circuits in Kitchen & Conductor Size S�ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 74. Fdn. Vents &Crawl Hole Dior -Drainage & Wood -Earth Clearance Looked under Floor L'Ses LL7' Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or AI, Insulated Neutral ''Yes ❑No t�ervice-Riser Conductors & Ground -Main Disconnect 7 Ilowin instld.: Drive es ❑ No; alks 0 Yes ❑ No; nters ❑Yes ❑No 76. tucco; Brown -Finish - �pEquip. Clearances; Panels-Motors-Mech. Equip. Ae,A.0Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet - 3D�Cloihes Closet Light -Shower Light _— 78L,,Tents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. ---------------------- ------ y -------------. Card B -I Date 3-Bt-Bf -- Date Card B -I Date Card BI Date 7 . Water Well; Disconnect, Electrical, Plumbing terior Elec. Trim; G.F.I. Receptacle -Underground Ventilation throughout House G ss Protection Date ECH NICAL (Permit) OK except #'s 74�-AA.C. 8 _ Corrections from Previous Inspections 7-1 & 64. st-Meters Tagged; Gas -Electric Ducts; Insulation & Support g ter & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates _ - 52! Vent Fan; Exhaust above Insulation — - ndensate Drain _& Overflow; Size &Grade '. - - Card- I C�l Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet Attic Access & Platform if Furnace in Attic --- -- ,� --- - - ---------- Date f Card -BI _ Date_ Date5-y-,�59 Card -BI Date Card- B C BI Date Card -BI Date at r Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except #'s Comments at Final: - llar$iIIS; Proper Material &Anchors£vC Walls; _Studs -Nailing, Spacing & Bracing -_Plates_ -Sound e ing Walls over Girders &Floor Nailing -it It Stop in Walls (rat proof) 4 ire Stops; Furred Ceilings -Stairs -Chases -Tub £� , _ A �2 44--Neader & Beam -Size & Bearing 42*,'Rangers-Post Caps -Anchors -Connectors Ritr. TAe-*P ,rr oof -Sf Fireplace Ties or Type A Flu Fireplace oa Attic Access: Size & Rom_ex Protection -Draft Stop -Ins. Baffles 4f. Bdrm. •indows or Exiting Doors -Sill Hgt. & Dimensions 4 ge Fire Piotection Framing_ - --__ - - (NOTE: Anentry must be made each time you visit job site) d' P !o + y♦'a Ct. a1/C •Pty y +O �a.Q o 'f�4� 2 �C"' a sl^w st t`C yW !qo o - `'6 Gr` v,tt � $ a• � P � ` � \E^ yP 0 t y op o. 4EPS�.•,.0•. S "h♦ � C 3 = °$ � JOJ°� `. �f � ~~9 . � ♦ E E, \ ed' +y} � ! SR°' Pv°- \ � • Pow Ave. L/,VDO G � • ✓ -= � >` r EQ West ,^ . 3� C• veil, • 1\ti / `5r :m is d' w t - p♦ns cG G so P - �o. ter` i`Ci st v U't�� g♦>^`p. p No E°• .� � •. ' c ss•^ \ •`Si C% Cao° ycb- v ^ — Oak - WaV o �c•• • t P.R•• ci. E W6.c\ \ �• `..a0 � ten• l+. . Alm:ndia < L. 'oto„ A•' lgaa•>�0 '2�v;;> . l `VPrr / bdoCa\•aVo � f ate^ PP $ACRAMENTD s-= LT'S _E,u E AVE qr@ V' oA�>e�r,9^� �♦A'` -♦A` G4� b•' moo`' '� Yin t v ! •fo F 9 3 �r ` , :.:.. .. •'s�•:: ; .. • _ 0a o -C •`+>a P - `•'�'. •.mil $tt� �, 9 �q E •�. qP ° !,e sS � P�----�� -'-PeEP't � Kim °V 0 4iota L r ° MAP ®F $ b lv3V P`/J \ 9P ♦ C I C ® W GtriO �1, \--'�` °'= •�,.'-� ' �'._o"-s•A N D VICINITY G' st J P ec .* Q� J _'``•� a� ec SP �''•_C'• �.: .',�'.�,?'. - _ 1_ c AmnaI SI•dre H, Ilk Q°s`• c •�. E E _ - < ♦•'.d 9 T -u• o} n oc - Y o �.. = . SS:V • �; ♦ 09 �9. �',/�'`� c� . •l� _ = lVisccr•s' a' V ,N.rtte 0,. a< t0 Sco rsdaie Cr. O m �4 J qL - F'® �� %,, �� pT�•t �.� �' 4c- P'rJc • Vir°inia - �` s 6t wart Ave. E' � S _ • a� P 4. ". • �Na� C . 5 o ' M o ,. .cJc -yG P y �a. Z' ♦• C�- • �. r•9 `rr a:>a S �. C]li!prnla � .n � avm Bi I FPl.� pa GO Road Nilo well 4 Av ;S' l♦ h ♦ye_ as ��^s `r! �.1t' C. Fr u Cleveland Scd >o I 1 - SO�, ` 'ice' -\ J u`•? 1 _ _ G�\ CR EK q VkE a �' �$� � cs'i• PEE '\ R \ / ; � `, ♦ to 'G <P '' m c � � an ac. i I Pte, Park .�\ yG 2° S" �,e ✓, ac c •iS, �e :r 99y ti 9`r .20th,c Oak m s y '`'L4-ae O 1\ r°. ♦fi ` Q .a• S „w°�, err y r5 y •. .- �� \ � � g L� �4fo• 4 � S 0 4`, r y` y •., nSc W' yaa'4 � �+ ` ��ph�s _ - _ \ i c4 0 � 6 _ d`r s•, t o s ; O. c.`^ 1r : '99 x ` S? 0' .� Vic- -. IS. . • ` 1 \ "- 4 1k' 9F Ec' q A r - �r r �. ! _ 9 ?.��_ r - \ \ f Av¢nue �, 1k ES •�' �� s n, P A; So 4,= Si ; h �a I \ �!. RANCHE O \ `Clara s Ser 'ter` •i o�o-rh Sr D E. 1 \ waft •� At T \\ \\\ < O d`' a ss\�'r d! a �• y, ` tY `'i '0 6 `! 10`r .\� �^ JS S. "' •, 23rd1 �• se PN . . TITLE INSURANCE \ \ AND TRUST RIVER C 3� ` ,�aPat' o 1/� k �Yatd \a \\ \ e� •rj-- •� .t 9 t1 SILVER DOLLAR � J � Q Q q� - W � � fid• �cp O' /•\ Sfre PAIRGR.I1ND5 I ,� . Pven i - �^yy \, d• ��1e yE+ 9 _ ��•. d 11© 1 € Q `e' �'$ L °DAYS; Z • US. 9FtcFu PARK AVE. Mor6` jO c€ . 4E'E Mc Intosh . h- T k. P,'" At B�Ave O �Mc Intosh Ave.47 B �• y o A, Street Orchard WY. < _ Q d�•Eq~ Pa�•b -f P8 Marian Avenue qb • _ - 0 \E, LITTLE R\VEP • �/ U c A� _ C •` /.♦,'", 9 PAC/F/C Stanley Avenue _ °V 8 C¢ '' u• 101 0 / S9 CREEK Sloufl* t �¢ Py°nuc " react Pvt �_... 61ICO t P P rote • . PvC^� - _ v v P`rc a a G P o ' o C Q o ReprodWctl or copying of this ¢ L map. In whole or In part. by any O manrmr, is aDaolulel oOb: c 8 �M/ o: •. � ¢ _ - �. ^ 1wtt[S w1 . prohibited FREEWAY wlthoto-rilten DamIxlcopy- rnM — r-. Iulwrva P n OFFICE COPY Addressl—!614 GAS Meter, By Date, ELECTRIC Me By ENERGY CERTIF ICAT ION DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material .�'44_� Thickness(inches CEILING Batt or Blanket Type Thickness(inches Loose Fill Typ Minimum Thicknesl(In es) lO� Area covered(ft. )_ FLOOR, ELEVATFjJ Material • Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL. Material Thickness(inches) A. P. No. Brand Name Thermal Resistance (R Value) Brand Name Thermal Resist�ance(R Value) d Brand Name Thermal Resistance(R Value) Brand Name �Q Number of BagsWt. per bag a?�lb. Thermal Resistance(R Value)_ Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value)�� and. Name Thermal Resistance(R Value) I hereby certify that the abo a insulation was installed in the above building in confonce with tat! o Californ'.a Energy Requirements. HjWXINS ;CNZ9fXTION INSTALLATION APPLICATOR 3784.07 STATE CONTRACTOR'S` LICENSE NO. DATE I hereby certify the above insulation and. -all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. FIRM NAME/OWNER (Please print) 6 STATEIONTRACTOR'S LICENSE NO. SIGNATURE OF GENERAL CONTRACTOR OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE -POSTED -WITHIN THE BUILDING. January 1984 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-275'1' 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE /--A./routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. It you have any question pertaining to this matter, or neId addit' nal explanation, please contact this office immediately. 7 1 Inspector_ __ Da ME,S�G.E TO !�kl VYJ M OF DATE TIME Q .17 PHONE ❑ Telephoned ❑ Please Call ❑ Was In ❑ Returned Call ❑ Will Call Again ❑ Wants to See You ❑ Information Note and ❑ Reply ❑ Comment ❑ Re-route ❑ Signature ❑ Investigate ❑ Return ❑ Approval ❑ Contact Me ❑ File ❑ Forwarded Per Request MESSAGE: l adLAI)-Keo rZz 6:1 7`,lJ 4, By COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS , 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 RRECTION NOTICE z US A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter: or need additional explanation, please contact this office immediately. Inspector___ Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS , ` 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE A routine inspection indicates that the following violations of County Ordinance exist -.at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. niSNccwi _�.:' vaic JL COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ff 196 Memorial Way, Chico — Phone: 891-27M t R 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector_ __ Date _ Inter -Departmental. _Memorandum V % FROM: 'SUBJECT:�,� DATE: �- 10 - g f .40". lam,_ cam,.., e, l��v X, 0""C-0, A- P q-2-15-_34 7 V r S. COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Cali;ornia 95965 - Telephone 916/534-4541 APPLICATIbN AND PERMIT PERMIT N0. n ASSESSOR PARCEL NUMBER ZONINGBUILDING v PERMIT OWNER CC TELEP ONE CARkIr-(.J V WN E R', MAI L IN//G ((ADDRESS i»s SO. FT. OCC. BUILDING VALUATION Z .Or R TOR'S NAME TELEPHONE CONTRACTOR'S MAILIN ADD SS Fireplace , Z �Q(9 CONSTR CTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ SQ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ EQ $ 571 ob ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ 571_i5 /I BUILDING ADDRESS 9 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 e & Water piping 5.00 ��OU LOT NO. SUBDIVISION NAME PARCEL MAP -7 a -4, p Each qas water heater or vent 5.00 B(�o Gas piping system 1 - 5 outlets 5.00 i5lloa USE OF STRUCTURE SF�6 Duplex❑ Mobilehome❑ Other SPECIFY Building sewer 5.00 51 Mobile Home S FG W 10.00e TYPE OF WORK NeW)AL Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Permit Fee $ �,®Q Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 o 161110 Main service EA. ADD'L 100 AMP 2.50 Z NEW CONST. DWELING OR ADDNS. ( ACCLBLDGS.CCUP 21h0sq ft /_ ,� C!� CONTRACTORS LICENSE LAW I declare under.penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profession Code and m license is in full orce and effect. y License No. 3 � Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR.U- TC- u 1 T 2,50 ea NON -REBID BRANCH CIRC ITS, NEW CONSTR. POWER APPARATUS IN' NON -R ESID. (SINGLE OUTLET CIR. 20e50a Ex. Occup(OUTLETS OR FIXTURES BALQ 300 Ex. Occup. OUTLETS P(RES(D.)REA.) 2.00 Temporary service 10.00 10,06 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ -toe, /Sr Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate )A, of Consent to Self -Insure. Vit[] I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating 60 1.490 1>00 -- C Cooling 60 (j, B� Hood 3.00 1 Ventilation a�, Permit Fee $ f Contractor 1 certify that I have read this application and state that the above information is correct. I agree. to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, gments, costs, a d expenses which may in any way accrue against said ou y ' nsequenc of the granting of this permit. X Date Signature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavaTions over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ = E A 0C TOTAL PERMIT FEE $ 7 occUP. GROUP -3 I TYPE OF CONST. I PAR,CET PD HO ssUE This permit is hereby issuedunder sions of the Butte County Code and/or work indicated above for w ich D TOR 0 BLIC d By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS D Date r,24-0 — Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT S4- 3SZ7 Return to DPW AG:ICULTURAL STATEMENT OIr ACKNOWLEDGEMENT FOR RESIDENTIAL b,EVELOPnNT Section 26-8.1 of the Butte County Code requires this acknowledgemenl;�0.C,,SR5,"°` be.recorded prior to issuance of a building permit. • �'�� 8 1 i 21 ��P� 19��1 The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this£i.E.kNOF%'. ` #`�; g property may be subject toinconveniences or discomfort arising from tLEftK- (PE 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 zones which have as a priority use for productive agricultural purposes, and: residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Being a portion of Lot 21, as shown on that certain Map entitled, "MAP OF' THE SECOND SUBDIVISION OF THE JOHN BIDWELL RANCHO," which Map was recorded in the Office of the Recorder.of.the County of Butte, on September 17, 1900 in Map Book 5 page 27, more particularly described as follows: Parcel 1, as shown on that certain Parcel'Map recorded in the Office of the Recorder of the County of Butte, State of California on June 5, 1980 in Book 76 of Parcel Maps at page 90. Date: c.2- � a State of CALTF. ) County of BUTTE ) NOT COMPARED WITH ORIGINAL -DOCUMENT PROPERTY OWNERS: CARLTON•LOWEN On this the 7 i� day of / ei" 19& , before SS. me, the undersigned Notary Public, personally appeared .:Tl:tISE'I"M2L:M-1.,t �?l::fT5:::74A 2:07II9 L$ BFI" ICIAL SEAL <:� s; ..a w. J. GOLLING •� ��n'.<+I `y-i� NOTARY AU9LIC — CALIFORNIA �'.';:,,�;�fj • COUNTY OF BUTTE Cornet. Exp. Aug. 19, 19814 _ /,/ Personally known to me. / / Proved to me on the basis of satisfactory evidence. to be the person(s) whose names) /3 subscribed to the within instrument and acknowledged that XP executed the same for the purpose .therein contained. IN WITNESS WHEREOF, I hereunto t my hand official seal. �. i /.)and \ Notary Public ,p W.J. LLING Present A.P. No. Z /S 3 % %\ OWNER A. GENEEkL Zoning requirements 2. Valuation. � Signature by R.C.E. RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX, & MISC. ONLY) (sideyards and parking). or Architect.(if required). B. PLOT PLAN Complete parcel size and dimensions. . Setbackp, sideyards, easements, etc. Other buildings or structures. �p Grading, fills, drainage. Bldg. A. P. Permit # JQ -tt rT # Asef J, x W 0*0( 'Ar ,*9 0.01 6.01Jv ,�- ,fj rt 0016. � . . C FLOOR PLAN' Complete to scale plan with dimensions. Required windows windows for light and ventilation (Sec. 1405). 1 J �-Required windows for second exit (Sec. 1404). llowable glazing for energy requirements (20% max. per.State law). Human impact glass (Sec. 5406). -&-----Required room sizes, ceiling heights (Sec. 1407).��s 0 ,.7! G.F.C.I.'s in baths and exterior outlets (Sec. 210-8). .- Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. �^ Locations of water heater, heating & cooling equipment, other electrical or gas equipment, and plumbing fixtures. ,Ire' Garage firewall, door size, and closer (Sec. 503(d)(4)). �l�s 1 - 3'0" exterior exit door (Sec. 3303d). 2� Fireplace location. ��� c 6 3 �moke detectors (Sec. 1413). D. STRUCTURAL DETAILS ,1!'Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. ��Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calcs if over one-story in height. Sufficient data and details to satisfy energy insulation requirements (State law). E. MISCEL-TTAITEMS TO LOOK OUT FOR x CCX plywood on exposed locations and overhangs. Stairway details (Sec. 3305). Guardrail details (Sec. 1716). Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706 & 4708). Proper roof pitch for roof covering (Chapter 32). fter ties or bearing ridge beam. age door or porch header sizes. Adequate bracing. Living area over garage - complete 1 -hour separation required including supporting walls and posts, etc. Two (2) exits on three-story dwellings (Sec. 3302). RESIDENTIAL ENERGY PIAN CHECK/INSPECTION SUMMARY FORM I OwnerAt2. N Lo t,Jew" Climate Zone 1.1 Permit No. -- .DT Area 2 .:mpliance path: Package .❑ A ❑ B ❑ C Point System ❑ Budget Other MIN -VALUE DESCRIPTION Q W REQ' D _ �!✓3 J Al.. INSTALLED -ITEMS (1) INSULATION: Roof/Ceiling pr1'i' �► Wall �' n __ ❑ Slab Floor Perimeter Raised Floor �j (2) INFILTRATION: - Area ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16. MC= l•3 (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and Area labeled. HC= 2.55 R= 103 (C) All swinging doors and windows leading to unconditioned areas Location 6OULMi21 shall be fully weatherstripped. EWTE C:OUlI f"W •TUd Tight - the above, standard features plus: SUILDING DEPARTMEN4 ❑ (D) Continuous infiltration barrier HC= I (] (E) Electrical outlet plate gasket APPROVED, ❑ (F) Air-to-air heat exchanger ❑ (3) GLAZING• - Area (A) Location it= MC= Area Glazing %Floor Area Single Double Triple Total Bldg d•X, i b 76 �1 _ ® North 9 •'Z Y, HC= R= East 2•Q- K_ Location South . �1 ❑ West *2 LY Y, - Area Ft.y Skylights Ir5 X (B) Shading Shading 7/83 Coefficient Description East ►bb ® South .Ab West i j� Skylights ��,�� QA<ay Bootii,1�' Dsu (C) South Overhang Length .of projection V'�D ft. Description ❑ (D) Moveable insulation: Area fty Description �j (E) Thermal mass Type A ?2 I4AL - Area �----� � ,60 Ft .2 � HC=D ,.3 R= 2� MC= l•3 Location ft", Type Area 322 Ft. HC= 2.55 R= 103 MC=_&7_ Location 6OULMi21 kt iM'( 4bkowfr- •TUd Q Type - Area 'Ft.2 HC= I R=* MC= Location ❑ Type - Area Ft.Z HC= it= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.y HC= R= MC= Location 7/83 F6R N1 I . M (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight _ fitting closeable metal or glass doors covering the entire opening of the fire ox; a com us ion air intake equipped with a readily accessible, openable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with 'a readily accessible control. T -F TE�57-tD" *1(5) HEATING, VENTILATING, AIR CONDITIONING SYSTEM (A) Heating 99 Central "Gas Furnace h11tJ.� % (brand and model number) SE Btu/hr (heating capacity) ❑ Heat Pump (brand and model number) ACOP Btu/hr (heating capacity at 47°F) ❑ Active Solar type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slope ❑ Other .*I (B) Cooling Electric Air Conditioner (describe) (brand and model number) Btu/hr . Ad 10 $,D (seasonal EER) (cooling capacity at 95°F) ❑ Electric Heat Pump EER Btu/hr (cooling capacity at 95°F) ❑ Other (describe) [] (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the.outside. 4J (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated -.to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 (6) DOMESTIC WATER SYSTEM (A) Gas Only QMJ -00vJh�) Gallons (brand and model number) (tank size) Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) *2 Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft 2 (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) Location of Solar Panels -- 0. Other (Describe) (B) -TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall.be externally wrapped with R-12 insulation or greater. IN (C) PIPE INSULATION. The five jeet of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam, cand,&n•sation return piping and recirculating hot dater piping outside the building envelope shall be insulated in accordance with T20 -1408(d): (D) FLOW RESTRICTORS shall be provided for showerhead6 and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. (7) LIGHTING (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1'Submit documentation of sizing heating and cooling equipment by Manual J,.sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following:17 yd Heating':' Winter design temperature °, elevation .heating.load j BTU elevation factor 11C) x heating load - maximum outlet capacity gas furnace ?3Oy� $TU /00133J �/S'e or�4 '0 t q ..C4'� . Cooling:,Summer design temperature { °, cooling load o u BTU� *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing f, solar panels. -- DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 7/83 SIGNATURE OF BUILDING DESIGNER OR APPLICANT 3 ZONE 11 P01NTS Table 3-3a. Ceiling Insulation OWNER Point ASSIGNED ACTUAL s PERMIT N0. -" 1. SLAB - INSULATION NONE_S I R -Value of Insulation I Points 1 I 1 I 2. RAISED FLOOR - R-19 0 I 19 1 -4 I 3. CEILING - R-30 © I 30 I 0 I1 a I 38 I 2 .A 4. WALL - R-19 11 � I 49 I +4 5. NORTH GLAZING - 2.4-3.61" 0 ( 1 6. EAST GLAZING1 + - 2.5-3.6% T 2 7. SOUTH GLAZING - 1.6-3.6% __� Table 3-4a. Wall Insulation Points B. WEST GLAZING - 2.9-3.6% R -Value of Insulation i Points 9. SKYLIGHT - 0-1:3% I 11 I -7 I 10. SHADING (Exclude Overhang) I 19 I 0 I 24 1 +2 I EAST - .67-.82 D 1 30 i +3 SOUTH - .19-.42 WEST - 13-.36 _Trable 3-5. North-FacinS Glazing Pts SKYLIGHT .37-.57 _� I 1 Glazing Type i ! Total I ' I 11. HORIZONTAL SOUTH OVERIANG 2- ! I of Sngl, Db!, Trpl, 12. MOVABLE INSULATION - •LONE- I Floor ( U - 1 U - I U - ! I Area 1 1.10 i 0.65 I down 1 13. INFILTRATION (Standard=O)(Tight=+12) 0 o + 4 + 4 +4 /�Oi� 1 0.1- 1.2 I +4 ! +4 ! +4 14. THERMAL MASS w aA►•� SF jN7� ( 1.3- 2.3 I +1 I +2 I +2 I I I 1 I 15. GAS FURNACE (SF$2.2 1 2.4- 3.6 -2 0 +1 71-76% (� 1 3.7- 4.8 I -4 I -2 I -1 1 1 I I ! 16. HEAT PU1iP ((EER) 7.5-7.9% 49 I 4.9- 6.1 -7 -4 -31 6.2- 7.3 I -9 I -6 I -5 I 7.4- 8.2 I -12 ( -8 I -7 17. DUAL PACK (SE, SEER) 8.0-8.3/71-76% _ I 8.3- 9.7 I -14 I --to ! -8 1 I 9.8-10.8 1 -17 I -12 1 -10 .1 13. ACTIVE SOLAR 60% ttIN (t10tdE) 1 10.9-12.0 I -19 I -14 I -12 I I i2.1-13.2 I -22 I -16 I -13 I 19. ZONALLY CONTROLLED ELECTRIC �� ( 13.3-14.5 I -24 I -18 ( -15 1 1 1 ! i 20. SOLAR WITH CAS BACKUP (HIJ) �� I 14.6-15.3 -2; -20 -17 21. OTHER - NO ELECTRIC (I1W) Table 3-6. Tast-Factnq Glazing Pts. ' ITE:1S SHOWN a ZERO POINTS �'ti d + - - I I -� I Glazing Type I •-�--� 2 t at I I Z of I Sngl, I Dbl, I Trpl, Table 3-1. Slab Floor Point Table 3-2. Raised Floor Points I Floor I (U - I (U - (U.- I T- T- -f T I Area 11.10) 1 0-.6 0:41)1 I Tn=•Jla- I R -Value of Insu7stion ! I R -Value of I. ( IIp o!1polnts;l atntsl 1 t!ua I I I Insulation I Fofnts I 1 0 ' + nts .4 + _+4 -T !)'rth..-T I I I I up to 1.3 1 +3 1 . +4 •I +4 I I fncuts 1 0-2 1 3-4 1 5-6 1 7+ 1 1 1.4- 2.4 ( +1 1'+2 'I +2 I I I I I I I I below 3 I -12 1 1 2.5- 3.6 I -2 1 0 I 0 1 I 3- 4 l -8 1 1 3.7- 4.6 I -5 1• '-.k I -1 I 1 0- It 1 -5 I -5 I -3 I -5 I I 5- 7 I -6 1 1 4.7- 5.5 I -8 1 -4 I -3 I 112 - 15 1 -5 I -3 1 -2 I -1 1 I a - 12 ( .4' 1 1 5.7- 6.7 I -10 1 -6. 1 -5 1 1 15 - 19 1 -5 1 -2 I -1 1 0 ! ) 13 - 18 I r2 I I 6.8- 7.7 1 -13 1 -8 1 -7 1 I 20 + 1 -5 I -1 I 0 I,+1 I I -19+ I •'0 I. I 7.8- 8.7 ! -15 1 -101 -s I I I I I I I 1 I I I 8.8- 9.7 I -1.7 1 -12 1 -10 I I' 9.8-11.2 I 1 -15 I -13 i C Gt 111.3-12.7 { -18 •I -15 ! 7/7/83 112'8-14`0 -21 Q 18 �-- � /� G 1 L..1- �.✓ -24 - t f• Table 3-1. South-Faclnj Clazinv Pts Yebl� c 3-10_ Shading Coc[flcfegt Point I Glazing Type I i. SC by I I• Total I I I Orten- I Z Floor Area r I of I Sngl, I Dbl. Trpl, I tation I I Floor I( J- I (U - I (': - I I Area 1 1.10) 10.65) 1 0.41)1 I !points (points I ointsl 0. 1 up o 1.5 I+ 2 i +2 r++2 1 1.6- 3.6 I -1 I 0 I 0 1 3.7•- s.2 I -4 I -2 I -2 i ( 5.3- 6.5 i -6 I -4 i -3 r i 6.6- 7.7 ! -9 1 -6 I -5 I 1 7.8- 8.9 1 -11 I -8' i -7 1 1 9.0-10.0 I- -13 I -10 ,! -9 I 110.1-11.5 V -17 I -13 I -11 I 1 11.6-13.0 I -21 I =16 1 -14 I 113.1-14.5 I -25 ( -19 I -16 1 1 14.6-16.0 I -23 I -22 I -19 I I I 1 I Table 3-8. West -Facing Glazing Pts. I Glazing Type I Total I Iof I Sngl, Obl, Trpl, Floor I (U - I (U - I (U - I Area 11.10) 10.65) 1 0.41)1 (points IDoints IDofntsl 1 0 1 +6 1 +6 1 +6 1 1 up to 1.3 I +5 I +•6 1 +6 1 1 1.4- 2.2 I +3 I +4 1 +5 1 1 2.)- 2.8 1 0 1 +2 1 +3 1 I 2.9- 3.6 ( -3 I 0 1 +1 1 1 3.7- 4.2 I -5 1 -2 1 0 1 I 4.3- 5.0 1 -8 I -4 I -2 i I 5.1- 5.6 1 -10 I -6 I -4 1 5.7- 6.2 i -13 1 -8 I -6 I 1 6.3- 6.9 1 -15 1 -10 1 -7 I I 1.0- 7.6 I -18 1 -12 1 -9 I 7.7- 8.2 ( -2J I -14 I -11 I 8.3- 8.8 1 -22 I -16 I -13 I I 8.9- 9.5 1 -25 .i -18 I -15 I 1 9.6-10.1 1 -27 1 -20 I -16 ! 110.2-11.0 1 -29 1 -23 I -17 I 1-1 .8, I '735 ,I. -26 I. -21 I I ir.9-1i.7--f- -3s I -29 I -24- I 1 12.8-13.5 I -42 i -32 I -27 i 1 13.6-14.3 I -46 I -35 I -29 I 114.4-15.2 I -50 I -33 I -32 I I I I I 1 Table 3-9. Sk llnht Points I I " " I Glazing 'Type 1 I Total 7 1 I east I I I Of - Sng , I Dbl, I Trpl, I Floor I U- I U- I U- I I Area 10.66- 10.42- 10.41 i 1 11.10 1 0.65 I down I ( up to 1.3 I -1 1 O I O I I 1.4- 2.2 I -3 I -2 I -1 I I 2.3- 2.8 1 -6 I -4 I -3 I 1 2.9- 3.6 I -9 I -6 I -5 I I 3.7- 4.2 i -11 i -8 I -6 I 4.3- 5.0 I -14 I ' -10 -1 I 5.1- 5.6 1 -16 1 -12 I -10 I 1 5.7- 6.2 1 -19 I. -14 1 -12 1 I 6.3- 6.9 1 -21 I -16 I -13 I I 7.0- 7.6 1 -24 I -13 I -15 I 1 7.7- 8.2 1 -26- I -20 I -17 I ! 8.3- 8.8 1 -28 I -22 I -19 I I 8.9•- 9�5 -31 I -24 9 -21 I 9.6-10.1 I -33 I -36 tl -2- c I I I east 1 I 3.2 I I 1 0-3.1 I to 16.4 up 6.3 1 0 -.19 1 0 I +1 I +2 I .20-.36 1 0 I 0 I +1 I .37-.66 1 0 I 0 I 0 i .677-.82 1 0 I 0 I -1 I .83 up I 1 0 i I I 71 I I -2 I .South 1 0 1 3.2 1 6.4 1 9.0 I '1 I 1 to I to ( to I to I" 1. 13.1 16.3 1'7.9 19.5 I 1 0 -.18 1 0 1 +1 1 +2 I +2 I I.19-.42 1 0 1 0 1 0 1 0 1 I.43-.66 i 0 1 -1 I -2 I -2 .67 up t 1 0 1 -2- t -4 I -4 .i I West I .1 1 1.6 1 3.2 1 6.4 1 9 I to I to I to I to l u 11.5 1 I I 3.1 I '6.3 1 I I 7.9 I I 0-.12 1 0 1 +1 I +3 1 *6 1 .13-.36 I 0.-1 0 1 0 1 0 1 .37-.57 I 0 1 -1 1 -3 1 -6 1 .58-e2 I -1 1 -3 1 6 1 -12 I -I .83 up I -2 1 -4 1 -8 1 -16 1 -7 Skylight 1 .1. 1 .8 1 1.6 13.2 1 4. I to 1 to 1 to 1 to I ti 1 7 1 TT 1.5 1 3.1 1 -T 3.9 -T- 1 5. 0-.12 1 0 1 +1 1 +3 I +6 ! .13-.36 1 01 0 1 0 1 0 1 -37-.57 r 0 1 -1 1 -3 1 -6 r .58-.82 I -1 I -3 1 -6 I -12 I -. .83 up I -2 I 74 I -8 1 -16 I -2 Table 3-1l. Horizontal South Overhand Potntr- 1-T-5 outh -Cl -ng 1 Length Out I Area, S of Floor I I from Wall I I 1 it T- I 1 0-6.3 r 6.4 up I i 10.6 - 1.0 I -2 I -3 1 11.1 - 1.9 I -1 I -2 I I 2.0 up I 0 I 0 I I I I I Table 3-12. Movable Insulation Points 1 Moveable Insulation] ! I Area, I of Floor 1 .Points i I I ! I 0 - s.s I 0 ) I 5.6 - 11.5 I +2 1 11.6 - 17.3 +4 ! 17.6 - 23.7 ` +6 I e Y23.6+ \ +8 I In.. _ion Control Fer.tvres Points ! Coa:rol Features I Points 1 I I I Standard I 0 I 1.9 air changes per hr I I I Tight I +12 I 0.6 air changes per hr (' I i 1 1 'jble 3-15. Cas Fur -ince Without - Relrigeratlon Cool!nq Points 1 Seasonal Efftcienczy I 101its I (SE), .1 I I 71 - 76 1 0 1 I .77 - 82 I +2 1 I 63 - 88 I +4 I I 89 - 9. I +6 I 1. 95 up I +8 I I I I :.1bte 3-16. Y.eac Pumo Points lnergy Efflc!eney I Points 1 1' 2atto (EEA) I ii 7.5 - 7.9 1 +3 I 3.0 - 8.3 I +6 I l 3.4 - 3.7 I +9-" I l 8.8 - 9.1 I +12 I 1 9.2 - 9.6 I +13 I I 9.7 - 10.2 I +18 1 1 10.3 - 10.6 I +21 1 10.9 - 11.5 1 +24 I 1 11.6 - 12.3 I +27 I l 12.4 - 13.2 I +30 1 ' I I ,tole 3-17. Cas Furnace With. Refriveration Coollna Points !:Eefrlaeraclad Cas Furnace 1 Cooling 1 SE % I G171-17 7-i 83- 397-T9-5--7 1 761 821 891 94.1 vo I %.0-- 8.3 1,'. 11 +:1 I +61 +8 1 8.4 8.7 1 X21 :4-4P+51 +31+10 1 8.3 - 5.2 1 +-i•i +61 '*e1+101+12 1 it 9.3 -. 9.7 1 +951 +81+101•IZI+14 I ;! 9.8 - 10.3 'I +31+1':1+121+141+16 1 is 1C.4 - 10.9 1+10i+121+III+16i+13 1 11.0 - 11.6 1+121+141*161+•131+20 1 7/7/83 TALE 3.14 (ADAPTED) !LASS AREA 1,000_ SI±, FT. , A a C 0 'un ISO 200 2;9 30 350 400 Sol 600 193 230 903 1,0:0 1,;OU 1,200 1.100 1,.00 i,i09 2,300 2,SO9 J, 000 3Soo 4, , 930 4,S03 _S.002 ZONE it �-\ OWEIIlNO AR. INTERIOR THERMAL MASS POINTS )OT _ � • 1,500 2,S00 I 7,000 I 3,500 + 4,000 I 4,5,- _Jf_ 5,000 _ B C D A' -6 ' C O A 8 C 0 A 8 C D I A 8 C D. A 8 C D A 6 G I B 7- 2 2 2 2 2 2 2 0 1 2 2 2 0 I. 0 0 0 0 0 O 0 0 0 a 4 4 4 2 2 2 2 2 .2 2 2 2 2 2 2 0 2 2 2 0 2 2 6 6 6 4 4 4 4 1 2 •2 2 2 2 2 2 2 2 7 2 2 2 2 8' 8 6 4 �• 6 4. 2 l 4 4 2 4 4 2 2 2 2 2' 2 2 2 10 10 8 6 6 6 6 4 6 6 4 2. 4 4 4 2 4 4 2 2 2 2 12 12 10 6 a. 8 6 4 6 6 6 4 6 6 4 2 4 4 4 2 4 4 14 14 12 8 10 1C 8 6 6 6 6 4 6' 6 6 2 6 4 4 2 4 4 14 14 12 8 10 10 8 6 8 8 6 4 6 6 4 4 6- 6 4 2 4 4 18 18 16 10 12 t2 10 6 1.0 10 a 6 N 8 6 4 6 6 6 4 6 6 22 20 iS 12 14 14 12 8 17 12 10 6 10 10 8 6 8 8 6 4 8 C 24 24 '20 14 18 16 14 10 14 14 12 8 10 10 10 6 10 10 8 6 8 8 26 24 22 16 70 16 16 10 14 14 12 a 12 10 10 6 10 10 a 6 10 8 1S 28 74 16 22 20 18 12 16 ib 14 10 14 14 12 8 12 12 10 6 10 10 30 )0 7S 18 ?? 20 20 14 10 18 16 10 14 14 12 6 12 12 13 6 12 10 32 32 28 2O 24 24 22 14 20 20 18' 10 16 16 14 B 14 14 12 8 12 12 34 32 30 22 26 26 22 16 22 20 18 12 18 18 14 10 14 14 12 8 14 12 33 34 32 22 28 26 24 16 22 22 20 12 18 19 16 10 i; 14 14 8 14 12 34 34 32 24 28 28 26 18 24 24 20 1! 20 20 18 .12 18 16 14 10 14 14 36 34 34 24 30 30 26 18 24 24 22 14 I22 20 18 12 IS IS 16 10 1 16 le 34 74 32 22 30 30 26 18 26 26 22 16 22 22 20 14 20 74 34 30 22 I-0 30 26 18 26 26 24 16 120 24' 24 • 72 10 22 70 30 26 I73 32 72 70 28 0 30 70 I30 32 A) 1. 3y' Concrete Slab: 11C•R.93; R-,29: Factor -7.3 2. 3 3/4' Thick Common Brick: IIC-7.1ZS: R•.il; Factor -7.3 8) 1. Sy' Concrete Slab: HC -14.106; 7.-.4i8; F:ctor-7.1 C) 1. 8' Solid Filled Olock: MC -20.63; R-1.91; Factor -6.1 2. 8' Solid Filled Bloc: With Both Sides Exposed To Conditioned Air. NOTE: Use all square footage directly eapased to conditioned air for Thermal'Mass Area: IIC-10.164; R-.96;; Factor -6 I 01 1- Thick Concrete/Tile: MC-2.SS; R-.083; Factor?3.7 uNE IN?Ed'7R THERMAL `!ASS P^ ' Table 3-19. Zonally Controlled Electric Reslmt.nee • -- - Space lleating Points 5 1 1,000 - 3 I Points for this euasurc w!11 1 'able 3-20. Solar Nater Heett�-With-Cas-Backua_Taintz_ I be completed after the CFC I I has approved an Alternative I I Component Package foc Reslsta'Ice I I Beat. 1 Table 3-13. Active Solar Spnee Heatin WEth Cas Points I :let Solar Fraction 1 Points I I (:TSF), z I I I 1 I I o-6 I 0 l I 7 - 14 I +2 I I 15-23 I +•4• I 1 24 - 30 I +6 I I 31 - 39 I +8 1 40 - 47 I +10 I I 48-55 I *12 I I 56 - 63 I +14 I I 64 - 71 I +18 I I 72 up I . +20 I ; 0 0 r per unit, 1t2. I System Type 1 Points I i I I 1 Cu .Only I I I Heat Pomp I 1 0 0� 20-29 30-39 0 0 C 0. 0 r +3 0 0 2 2 0 0 2 2 0 OI 0 0 0 0 1 2 2 2 2 2 0 2? +6 2 0 I 7 7 2 O 2 2 2 2 2 7 2 2 2 2 2 ++ +4 +5 2 2 2 7 2 2 2 2 2 2I 2 +2' 2 4900-999 7 2 2 2 2 2 2 2 2 7 2. 7 2 7 4 2 4 4 2 2 4 4 2 7' 2 2 7 2 4 2 4 4 4 2 1 G 4 2 2 (.: 4 7 i 6 2 6 S 4 4 < 4 2 4 4 4 6 4 6 6 6 4I 6 5 t ,I.6 6 a 7! 6 4 6 A S 41 6 6 R ? I 1 8 4 I ! 6 6 C 8 6 6 4 I 6 6 6 3 6I 3 8 '8 1 B 8 6 4 1 ! B 6 c 10 6 10 10 8 6 B a C 4 j r8 C •1 ; 10 6 1 10 10 10 6 13 10 9 C. i 1.3 12 8 (12 12 10 E 10 10 8 E ; 1'S In 8 6 ' 12 6 12 12 10 6 12 10 10 6 i 10 12 8 14 14 12 8 ! 12 17 ;0 1. ;0 13 11 14 a 14 14 12 I.I a I1 12 10 r. I :' I 1C d 1 18 12 18 18 16 10 i6 16 is F, ( I4 la 1' 3 1 22. 14 72 22 i9 !2 20 20 18 1:• ly is It 'o 24 16 1 24 24 22 14 22 22 20 1c 25 la 26 28 24 16 26 24 27 141 74 :4 ]0 201I70 30 26 10' 70 26 24 if 32 32 79 .10 � 30 31! 26 II I. - wood stove3 points -(no back up) casablanca tan + 1 point 1• Multifamily (per unitpoints) J Floor Area Net Solar Fraction :(NSF), T per unit, 1t2. I System Type 1 Points I i I I 1 Cu .Only I I I Heat Pomp I 1 0.9 10-19 20-29 30-39 40-49 50-•59 60-69 10-79 , 600-799 0 +3 +7 +10 +14 +17 +21 +24 800-999 0 +3 +5 +8 +11 +14 +16 +l9 1,000-1,499 0 +2 +4 +6 +8 +IO +12 +14 1,500-1,999 0 +1 +3 +4 +6 +7 +8 +10 2 r:F1') and u 0' +1 ++ +4 +5 +5 +7 +9 All others (per builainn points) Ev0-P.99 0 0 +5 +4 +10 +S +14 +19 +13 +2' +?9 4900-999 1,20fr1499 0 0 +4 +3 +7 +6 +17 +L1 +15 +9 +12 +2l +19 +IS +26 +226 +18 F+3 ;.1,000.1,199 1 1,500-I,g99 0 +2 +j +7 +9 +1: +14 2,1)'10-3,7:9 0 +� +3 +5 +7 +8 +101 3,!GO ar.d uo _0 +! +3 +S +5 4.7- +3 +!0 Table 3-21. Other Neter Heacfnq Pts. I System Type 1 Points I i I I 1 Cu .Only I I I Heat Pomp I 1 I 0 I I 1 Solar with Electric 1 I I 1 Re+lstoaco Unckup I I i He'!tin6 the Require- 1 I ments In Part 2 I I 0 I I I Elcccric Resistance I I I P 1y -40 GLAZING PLAN TAKEOFF. SHEET 3-5 North Glazing QUA ITY SIZE AREA (SQ.FT.) x 0%P-) n x = d .c) x = :d) � __ x Total North Glazing = (SQ.FT.) �e 2 (a+b� 04 ) 'OTAL 10RTH TOTAL BLDG CONVERSION TOTAL % .AZING FLOOR AREA FACTOR NORTH GLAZING �- ! X24' x 100 SQ.FT. 3-7 SoutH Glazing QUANTITY' SIZE ' AREA (SQ.FT.) ;b) I xDeo = ;d) x = ;e) x = Total South Glazing = _& (SQ.FT. ) "(a+b+c+d+e ) ryr.n T TOTAL BLDG LAZING FLOOR AREA UU x 3Q -.FT. SQ.FT. CONVERSION * TOTAL % FACTOR SOUTH GLAZING 100 3=9 Skylights QUANTITY SIZE AREA (SQ.FT.) (a) _— x ks O = Z (b) x = (c) x Total Skylights (% (SQ.FT.) (a+b+c) COTAL MIGHT TOTAL BLDG LAZING FLOOR AREA sQ.FT. SQ.FT. FOR M 8 TOTAL EAST TOTAL -BLDG CONVERSION TOTAL % GLAZING' FLOOR AREA FACTOR, EAST GLAZING x 00 --1 L4,% SQ.FT. ,SQ.FT. 3-6 East' Glazing QUANTITY QUANTITY SIZE AREA (SQ.FT.) - (b) x-� D 3 O (b) x 4U!j(&_ (d) (c) x (n0 4,0 x — D AA03 = r (d) x = (e) x = Total East Glazing = .may, (SQ.FT.) (a+b+c+d+e) TOTAL EAST TOTAL -BLDG CONVERSION TOTAL % GLAZING' FLOOR AREA FACTOR, EAST GLAZING x 00 --1 L4,% SQ.FT. ,SQ.FT. TOTAL WEST TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR WEST. GLAZING CONVERSION TOTAL % FACTOR SKYLIGHT GLAZING 100 = 1 6 % WINTER _ ERMI\T NO. 1 /83 0 6j 5 2 x 100 = _2A.-,_70 SQ.FT. SQ.FT. 3-8 West Glazing;; QUANTITY ,,QUA a -fS1Z_E ARBA (SQ.FT.) - (b) x-� D 3 O = (d) r., x (n0 4,0 (e) r x = Total West Glazing = �E (SQ.FT.) (a+b+c+d+e) TOTAL WEST TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR WEST. GLAZING CONVERSION TOTAL % FACTOR SKYLIGHT GLAZING 100 = 1 6 % WINTER _ ERMI\T NO. 1 /83 0 6j 5 2 x 100 = _2A.-,_70 SQ.FT. SQ.FT. OWNER THERMAL MASS TAKEOFF SHEET F PERMIT NO. Thermal mass: Materials which have the ability to store heat (typical types are masonry, brick and ceramic tile). Thermal mass cannot be insulated from the interior of the building. (If covered by car- pet, cabinets, or enclosed in closets the mass is considered insulated). Thermal mass floors must have an exposed and textured surface or design so that carpeting c-711: not occur. (Covering of vinyl or asphalt tile and linoleum is permitted). TYPE THICKNESS LOCATION DIMENSIONS AREA P VJ& Entry Floor iD '.x 14-,b` B�SQ.F, Bath #1 Floor ' x ' SQ.Frj! Bath #2 Floor ',x ' a SQ.FT. Bath #3 Floor ' x ' a SQ.FT. Kitchen Floor ' x ' a SQ.FT, Floor ' x�_ 0 L �� Floor 1IJPctil. Fireplace '4;5' x._�_��_. SQ. VT. d_' _.�_. _ i ;6j.X* Firep1ace�_ h' ' y .X ' ---_.SQ.FT. . '—'�-- Bath #1 Counters Bath #2 Counters � x j._ ! - � .'. a l I �SQ. FT . x I 1 a S . FT --�_ Q Bath 0 Counters x ' _ SQ.FT Kitchen Counters xV6S Q�' '_— Wall Shield ' x ' a SQ. Vit Walls ' x a --SQ'�` Walls � x ° a —_SQ.FT. �. ` Walls —�- ' x ° x a a SQ.FTa SQ.FI 12 y� - �� �l.ou�.- �' ' , ..�_� x a S Q _11L_ =' x 1 1 a �SQ L.m SQ. . If compliance method proposed is other than the point system (where thermal mass point charts are available), use calculation methods on reverse form mass compliance. of this to show thermal AA. F� zp o . .o 44 `� 7/83 '44 . ���� �aV�cp7 ��0�0 0 r. A PERMIT NO. 1439-87B P E PERMIT EXPIRES OWNER CHRIS & CARTON LOWEN' ' CONTR. Hill Const ASSESSOR PARCEL 42-15- LOCATION 1856 Bidwell, Chico 4 r. t x i' Temp. Power Q t Celled PC Temp. Eloc. S4 Celled PC Temp. Goa Ser Celled PG JOO FINALE[ Signoluro J - ;.;A 0 Nci OK n Not Applicable P a Not Reedy MOBILEHOMES MISCELLANEOUS Date MBILEHOME UTILITIES (Plans) OK except N's Date DECKS, COVERS, CARPORTS, ETC. IPlans) OK except O's 1. Zoning Requirements -Setbacks -Easements 1, Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch _ 2. Footings; Slze-Depth-Specing-Connecloril 3. Sewer: Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists-Decking-8reclrig-Stairs-Rails 4. Water; Location -Test -Easement Needed (Sketch) 4, Wood Awn.; Posts-Beams-AItrs.-Con nec.-Shthg.-Rfg.-Bracing 5. Electricity; Locatlon-Clearances-Grnd.-/ / Amp-Concroto S. Alum. Awn.; Columne-Connections-Splice-Decal-Enclosuree 8. Gas; Locatlorr-Test-1Ynfp:/ /%L ft./ /"Not.or/ /"L"ft./ /"LPG 8. Carports; Windows -Doors 7. Utility Clearance 7. Elec. �- - — Card -81 Date Card -81 'Date Card -BI Date Card -81 Dote Card -81 Dale Card -81 Date Card -81 Dole Card -81 Date Date MOBILEHOME INSTALLATION (Plans) OK except «'s Date POO (Pla s) OK except O's 1. Zoning Requirements -Setbacks -Easements Set-Easornents 2. Footings: Size -Spacing -Marriage Line 2' a; Compaction -Structure Stability 3. Gas; MH Tess -Demand -Valve -Connector V'Po tructure: Steel -Connections -Thickness -Dead Men -Linin 4. Electricity; MH Teat-Croswvere-Wwkora-Clearances 4 Ise Receptacles and Lighting; Distances-GF1 S. Drain; MH Teat -Fell -Flex Connector S. ool Lighting; 15 volts-OFI I- 8. Water: MH Test -Regulator -Connector. 8 I ., Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Cormected-C/0 to Grade -HD Approval 7^ let.: ,ding; Metal w/S'-Circulating Equipment -Heater 8, Gas and Electricity Tagged 8. E .; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. - — 9. Exits; Insp.-Sketch Boxes -Enc losures-Pefwiboards-Ins. to Main in Conduit 10. Cert. of Occupant 9. Heel partownt Approval 1 lumb; Cir. Test -Water Supply Toot Card 8-I Date Card -81 Date Card -BI / Dale Card -BI Dale Card B -I Date Card -61 Date Card -BI jA/Data C rd -BI Date /n 107i � 10 IF 6"MISR I -t, F T G� V17�0� D' J 3 01( O = Not OK - . Not Appl,c,lble st . Not Ready RESIDENTIAL (Singlo and Duplax) Date UNDERFLOOR (Plans) OK except O's --_- 1, _Zoning requirements -Setbacks -Easements - 2. Ftp, Main; Soils-Slael-_Elec. G_md.- / /•` Ftf, - 3. F1p., Gar o Soils-Sleel- /- /1' Ftp- Depth 4. Fr es 6 ecks; Soils -Steel- / /" Fig, 5. SIwa M1,-' ; Steol-Blockouls-Wrapped-Slab 6. Ste at s G_arage:_Slool-_Blockouts-Wrapped-Slab 7• Ple - ir_eplac_o Ft Steel - _ - 8. D.W.V.: Fall -Fillings -Test -2 way C/0 -Sower Tes -_ 9 Gas Pipe; Size -Anchors__ 10. Water Pipe; Test -Anchors -Regulator-Servico Test - - _1 t. EleclriC: Underground - - 12. Plenums f!, Ducts; Clearance -Material -Support -ins: 13. Girdhor ers-Sills-AncBolts-Joists-Vents-Cripples Care -BI Dale Card -BI Date Card -BI Date Card -81 Date Depth Date PLUMBING (Permit) OK except u's 14. Water Ht.: Vent -Access -Combustion Air 15. Peter Pipe: Test & Anchors -Nail Protection �1 ,tie D.IiV_.: Test -Flings 8 Anchors -Nall Protection W17. Shower Pan: Test, First Floor -Tub Access T 18. Test Tub 8 Shower_2nd Floor -Tub Access 19. Gas Plpe: Size 8 Anchors Card_81 - Date Card -BI Date r Card -81 Date Card -BI Date ' • 1�• On le ELECTRICAL Permit OK except it's I Dnlo FRAMING Continued - - -_ 48. Property Line Firewall 6 Open, s -- _49, Ext. Doors -One 3' -Check Garage -3rd slur- y, y exits _ 50. Stairs: Widlh-Hee_dioom_gisa-Run-landln Fire Protection -- --- 51. Plywood on Roof Ovemarq_ Attic Vonts-Raster 9 rs ailing -veneer - - 53. Stucco Uesh-Drip Screed_Fdn. Vents-Underflr. Access 54, Glazing Aroe-Glass Protection -Skylights -Plastic 55. Shear Walls: Nailing -Bolts Card -81 Date Card -81 Date Card -BI Date Card -81 Date Card -BI Oata Card -81 Date Date FINAL Plans OK except O's 56. Ext, Steps -Door 6 Sidelight Protection -Landings 57. Smoke Detector 58. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth Protection 59. Bedroom Exiting 60. G.F.I. 8 Beth Fixtures & Tub Access 61. Elec. Trim 8 Subpanel: Breaker Sizes -Labels 62. Stairs 6 Rails 63. Fireplace or Stove: Clearances -Hearth 64: Eiec. Outlets at Wood Panel: Int. IL Ext. 65• Kit. Fixt. 6 Appliance: Grnd.-Air Gap -Cooking Clearance 66. Elec. outlets IM Receptacles at Kit. Counter 67. Garage Fire Door: Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture 8 Transformer Clearanco-Ins. Protection S111s. I'tu0w U.ilcital Il Ant -hors 69. Wu. Hit.: Vents -Clearance -Comb. Air-Connector-P.R.V.- 21. Elec. Receptacles Spacing -Lights 6 Switches at Doors li,•umq .,.UI. uv,•I Gudr•r:. d floor N,i.hm; In Garage: Above Floor -Neto. Protection _ 22./ Size Boxes & No. of Co_nduttors-Stapled f nr Stop' 1'wwd Cetlury>--Sl.urti-Ch.1.r•.-tun 70• PID.. Elec. B Mach. Equip. Listed for Location 23. Romex Instilled Close to Edge of Studs' & C.J. 4.1. 71• Elec. Receptacles in Garage: (G.F.I.)-Romax Protec. -24 Equip. Ground made up w%Moth. Fasteners -Bond Gas 8 Water All., Ai tt., ,r Ilnni�•. f'uil rl li'm• U,ll Stup-Im. Il.Ull, 72. Insutalion- Foam- Looked in Attic ❑Yes 25. 2 Appliance Circuits in Kitchen 6 Conductor Size 73. Guard Rails IS Deck Construct son -Post Caps 26. Sublecd yrlre Size / ga, Cu or AI-A.C. Wire Size i _ r ga. Cu or At 74. Fen. Vents 6 Crawl Hole Door -Drainage 8 Wood -Earth Clearance -- 27. Range Crrc, r r - 93. - - g ga. Cu Or AI -Oven Circ. / / Cu or At, -Looked under Floor Yes �• Insutalfd Neutral Yes - 75, Following insild.: Drive Yes , No: Walks Yes g -- L L C No: 28. .No ------ Service -Riser Conductors 6 Gibund-Main Disconnect Plasters -:Yes JNo _ 29. -_ --- Equip. Panels -Motors_ -Neto. Equip_ 78. Stucco: Brown -Finish 30. Clorances: -- - Clothes Closet l ignt-Shower L"ipht -' 77, A.C. Unit. 0i Icon nee t-Clines-Brkr. 8 Cond. Size -115V Outlet - 78, Vents Above Roof. Ptbg; Appliance-Firept.-Clearance to Opnos. - --- -- - ---- _- 79. slater ttell, Disconnect, Electrical, Plumbing Card B-1 Date Card -01 - - Datf 80. Eilerior Elec. Trim_G.F.I. Receptacle -Underground CaraB-I _ Oalf Card -81 •_•�_ nDale_.-.__.-- . 61 -- - Ventilation throughout �out House -` -- - _ 82._ Glass Protection Dale MECHANICAL (Pern•it) OK except n's-- 83. -84_Gas _ Corrections from Previous Inspections --_ - Ducts Support Tesl-: *eters Tagged: Gas-Etectrit -- --- -_- 3'. Vent Fan. FExhaust above Insulation 85. 86, Wort±r 6 Sewer Connected -C/O to_Grace-HD Approval Energy Compliance Certificate J3. _ Conccnsate Drain 6 Overflow, Sized Grade ----- -Other Certificates -- --� ---- --- - - 34. F,nnace-Vent Access -Comb. Air-neturn Air Vent -115V outlet ------- - - - --- "---' ,- 35. Attic. Access IL Platform if Furnace in Attic - -._..-- ------_--• •- L -- - -- •-_- .._. -- ---- Card-01 CarrJ•OI Data Owe Calo-Ol Oalo Card -81 Date - __--- _ - -- Card•81 0.11* Card -i31 Darr _-- • - --- ----Card Eil--- paw-- Carn•RI Da1c - earn -Bt Ca1P Car.1-01 Dare tL, ile FRAMINGO'l-msi OK c�Ccpt it'. S111s. I'tu0w U.ilcital Il Ant -hors 37. WAII!• Struts-N.ulinU, Spac m.l !< BlnCnig-1'4ur�-SrhnW 3f1. li,•umq .,.UI. uv,•I Gudr•r:. d floor N,i.hm; th.rtl Shq, rtr Wills it'll pluut) dIJ. f nr Stop' 1'wwd Cetlury>--Sl.urti-Ch.1.r•.-tun .11 Hr. al, •, K Ile"m S.. . & Ooo lq Po -,l 1„ytS--Ant hm•. Ct n,%I.v� 4.1. Iml. .1o".1 lllh, l it`:.- 1'.,, his - stool ll, dl. -•7,n•,•; ihlnnil.- Fl! nq, -11 f ,n•p ln, r 1 i,,, u, 1 ,pe A I hw-F urpt r:r 1 hrt,.11 .1•,. All., Ai tt., ,r Ilnni�•. f'uil rl li'm• U,ll Stup-Im. Il.Ull, b.. It r, w. 11 u,.n,.. :. u, 1 •rl ur,) Iluu>-till fids. K lh ntrn�, t:n5 Cnmrs-rn!c .)t Firml COUNTY OF BUTTE -DEPARTMENT OF PUBLIC 7 County Center Drive - Oroville, California 95965 - Telephone: N. APPLICATION ANP PERMIT WORKS PERMI N� 916/538-75 1 % ASSESS PARC_E LNUMBBER _ ZONIN {-1 BUILDING PERMIT OWNER jf r r TU N trL TELEPHONE 7 9 SO. FT. OCC. BUILDING VALUATION i� Citi OWNER'S MAILING ADDFtESS CONTRACTOR'S NAME TELEPHONE rqJ_ ' CONTRACTOR'S MAILING ADDRESS (o oo SI,I'cFireplace CONSTRUCTIPU LENDER UNKNOWN Total Valuation is 0 r U0 Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 0 ARCHITEC OR Ey GINEER V/� LICENSE NO. Plan Checking Fee $ V� Energy Plan Checking Fee $ ARCHIT CT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS — Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME AP PARC L MG �" I Water piping 1 5.00 S, 0 0 Each qas water heater or vent 5.00 USE OF STRUC RE ((�� SF ❑ Duplex ❑ Mobilehome❑ Other � + 1 —D 6 SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00 ea TYPE OF WORK New K_ Addition[] Remodel Utilities❑ Installation❑ Other [I Describe work: t "a / _ 14 �Q �$Z Permit Fee $ 45,W Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service eoov OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check.one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. 377W /3 Gg� License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.&) , OR AODNS. ( ACC. SLOGS. / 2h0sgft NEW CONSTR. ULTI.OUTLET 2,50 ea NON-RESID BRANCH CIRC ITS /POWER APPARATUS e) (SINGLE OUTLET CIR. Ex. OCCUp�OUTLETS OR FIXTURES 200030 Ex. Occup. OUTLETS IIRESID IFIXED APPLNS. REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 tic Wiring oo/ 15.00 ,Uv Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against s id County in consequence of the granting of this permit. !�� �_�_�-� X Date — Signature of Applicant Owner g pp ElContractorZ�Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ 8 716o Occup. CONST.TYPE -f- 7L0001AAIR EL PO N IS u This permit is hereby issued under sions of the Butte County. Code and/or work indicated above for which DIRECTOR OF PUBLIC By PE T EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS _ Date _ )r � I� O Receipt No. WHITE-D.P.W.. YELLOW -ASS[ SOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CA�i.:760'RNfA 95965 - TELEPHONE: 916/534-4541 .-1 J PERMIT APPLICATM,DATA SHEET Permit No. OWNER A. P. No. Proposed Building Use p� ��� Building Inspector VDates At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . 2. Plot plans in duplicate. /triplicate, signed by preparer of plans. . 3. Complete plans in duplicate. /triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid" Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . Letter of signature authorization. . . . . . . . . . . 10. Sanitation approval from Gk« � Health Dept. . . 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner0, Mail to owner ❑,). —15. Improvements may be required. . . . . . . . . . . . 16. Mobi lehome Installation Data. . . . . . . . . . Pre-Inspec. request to (Date) 17. Pre -Inspection for Required, Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. Plot plan approval from city of 21. ' 22. When yo Issue the germit, process as follows: Mail to owner, Mail to contractor. Telephone O 9y— �`f93 and hold for pickup at office, Deliver w/inspector. r. Other - Applicant Applicant %� `.� `Ddte —15 87 Copy of plans sent Health Dept., Fire Dept., Other Date ,The following data must be submitted prior to permit issuance: (Circle new item not checked above), 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone--nail—counter by date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by ` date Plans checked by Date Plans approved by 'Date 41A117 Sets of plans on hold in File cabinet AP folder — Hours: 10:00 a.m. - 3:00 p.m. Copy—DPW TO: Building Department ''" to_ FROM: Environmental Health, Chico SUBJECT: Sanitation Clearance Owner Location AP# C Ga Plan approved for: sewage disposal water supply Hold final for: water supply Final clearance O.K. for: water supply Clearance for bedroom mobile home. Other Note*** -7 Sanitarian Date See Master Plan on file for structural details. *04.s 2w 0' f 5 Vt. f ro-rrl the poper 1, lin . es nd a sdtback mF 50ft. from tFle road centerfirle shall be Clea J" of structur s' ore �- en , ulp except 1i Z q For a 21. jav*everh4a. W- GA Lli.:�Z, Pr 6 M6�'TIZWCIR ._ISI �o�. ...... I I--��__!- ' 'W AllWO e with Recnaed.. of a Ac� . ' ' I'+ r nqTor q Uniform n -N bing L ("AA4 - rjaTional r-1 ec rica \ This set of plans and specifications -UST61 in 4 on A L & 11 0 11 - 10 u G Times and it !S"U-;% 4011 a make any changes or alterations an some" without written permission from the De'Partment of Public Works, County of Buffe.(A(4WO(#6 VtO44z- _T.VHL--- 61DWELL AVE' jSGj 161 oo ve OUTTECOUNI-1 WILDING go' V Efi LDwE�l HOU 5 f n )-�j as ractic LLtifilad use In ho 'Ol Codes nd rjaTional r-1 ec rica \ This set of plans and specifications -UST61 in 4 on A L & 11 0 11 - 10 u G Times and it !S"U-;% 4011 a make any changes or alterations an some" without written permission from the De'Partment of Public Works, County of Buffe.(A(4WO(#6 VtO44z- _T.VHL--- 61DWELL AVE' jSGj 161 oo ve OUTTECOUNI-1 WILDING go' V Efi LDwE�l HOU 5 f -;=J • ,r l— J' --.:r • �.f t%��; ,_.M i•f✓„Ln :�--may. ally Omnia LAND OF NATURAL WEALTH AND 3EAUTY DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE • OROVI LLE, CALIFORNIA 95965 Telephone: RONALD 0. McELROY Deputy Director October 31, 1990 Carlton Lowen RE: Building Permit No. 2706-89 1856 Bidwell Ave'. Expiration Date 11/30/9 Chico, .CA 95926 (A.P. No. 6 - 33 ) Dear Mr . ' .Lowen : � ..: `With reference to -the above subject, our records indicate that your Building. Permit -- expires on the above date. .Building permits are Valid for one year and should " construction be started but not completed by the expiration date of the permit,- the permit shall be renewed for 1/2 the original Building Permit.Fee (plus a $10.00' "Filing Fee"). The renewal permit will extend the Building -Permit for an additional year. from the original expiration date.. Should you not renew your permit in a timely manner, it cannot be renewed and all work must cease until a new building permit is issued. If your construction is completed or should -you have any questions coacerning.this matter, please contact the ('hire office. 7 - ... For your convenience,.we are enclosing a renewal application form and an owner - builder form to be cimpleted and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application . form. Thank you for your prompt attention. concerning this matter. Yours very truly, William Cheff Director of Public Works /J'F. Glander JFG:aj Chief Building Inspector Attachments: Permit Application Owner -Builder Information - - Owner -Builder Verification cc: Building Inspector Chico - 196 'Memorial Way/891-2751 Paradise - 747 Elliott Rd./872-6307