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28-061=18- 3701-89B DUNN, dorothy a 226 Brown 'Blvd, Honcut II (woodburning stove) i bos- IZOI 029.0(ol - OI% 22(0' Browns 81vc . Oroydit ` As-buil- Room Addj dl (41&) Sofia,tpmz �4ior}tnciQ Cowk: Owner i Miio MiTek` POWER rO PERFORM. Re: Soria Cruz MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: R29258187 thru R29258188 My license renewal date for the state of California is March 31, 2009. September 5,2008 Tingey, Palmer li?JTTE COUNTY SEP 11 2008 DEVELOPMENT SERVICES The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. Job Truss Truss Type Qty Ply in (loc) I Ud PLATES GRIP TCLL 20.0 R29258187 SORIA CRUZ 1. A HOWE 7 1 Job Reference lootionall Endeavor Homes, Oroville, Ca. 7.060 s Aug 6 2008 MiTek Industries, Inc. Fri Sep 05 08:51:52 2008 Page 1 .24-0 I 611-0 I 13-0-8 I 19-2.0 I 4961-0 I 28-5-0 24-0 611-0 61.8 614 611-0 24 .0 SoW 1/4b1' l7pla 15.4 II PiE➢8 1.5.4 II 611. I 13-0-8 I 19.2.0 I 28-1-0 I 611-0 61A 61.8 611. LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deg Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.08 9-10 >999 360 MT20 220/195 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.18 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.07 6 n/a n/a BCDL 7.0 Code IBC20061TPI2002 (Matrix) Wind(LL) 0.05 9-10 >999 240 Weight: 134 lb LUMBER TOP CHORD 2 X 6 DF No.t&Btr BOT CHORD 2 X 4 DF No.1&Btr WEBS 2 X 4 DF Std REACTIONS (Ib/size) 2=1011/0-3-6,6=101110-3-8 Max Horz 2=63(LC 3) Max Uplift2=-237(LC 5), 6=-237(LC 6) BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36, 2-3=-1921/276, 3-4=-1367/220, 4-5=-1367/220, 5-6=-1921/277, 6-7=0/36 BOT CHORD 2-10=-240/1742, 9-10=-240/1742, 8-9=-179/1742, 6-8=-179/1742 WEBS 3-10=0/220,4-9=-22/510, 5-8=0/220, 3-9=-580/137, 5-9=-580/138 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) t This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 237 Ib uplift at joint 2 and 237 Ib uplift at joint 6. 6) This truss is designed In accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSIIrPI 1. LOAD CASE(S) Standard 01 �E COUN"Ty AVQR® OQA,?,pFESS/ON S � CD 'c m W_ C 09 431 T , *\ _1=09 /* , OF ber 5,2008 ® WARMIM -Vero de3ign parametere and RBW M"M ON TWS AM 1AI=tWJW 1l1f181t' R1tPBRBNCB PdG8 Aff17473 BBPORS US& Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and is for an Individual building component.. Applicability of design poromenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the respomibi fily of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabricatlon, quality control, storage, delivery, erection and bracing, consult ANSVTPII Quality Criteria, DSB-89 and BCSII BuBding Component Safety Information available from Truss Plate Institute, 583 O'Onofrfo Drive, Madison, WI 53719. 7777 Greenback Lane, Suite 109 Citrus Hei ht5 CA 95810 Job Truss Truss Type City Ply R29258188 SORIA_CRUZ Y AGE GABLE 1 1 Endeavor Homes, Oroville, Co. 7.060 s Aug 6 2008 MiTek Industries, Inc. Fri Sep 05 08:51:54 2008 Page 1 I •2.4-0 I 13-0-8 I 78-1-0 I 28-5-8 I 2.4-0 1309 4x8 = 2x4 1111 2x4 1309 24-0 8wb: IWO' 26.1-0 Plate Offsets MY): 111:0-3-O.Edgel LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.11 Vert(LL) -0.01 22 n/r 120 MT20 220/195 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.02 22 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 21 n/a n/a BCDL 7.0 Code IBC2006/TPI2002 (Matrix) Weight: 159 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.18Btr TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD 2 X 4 DF No.113Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 DF Utility MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation au'd REACTIONS (Ib/size) 2=276/26-1-0, 21=278/26-1-0, 33=105/26-1-0, 31=78/26-1-0, 40=66/26-1-0, 39=105/26-1-0, 38=89/26-1-0, 37=91/26-1-0,36=90/26-1-0,35=90/26-1-0,34=103/26-1-0, 30=74/26-1-0,29=90/26-1-0,28=91/26-1-0,27=91/26-1-0, 26=91/26-1-0,25=87/26-1-0,24=117126-1-0,23=14/26-1-0 Max Horz2=63(LC 3) Max Uplifl2=-132(LC 5), 21=-154(LC 6), 39=-49(LC 3), 38=-20(LC 5), 37=-24(LC 3), 36=-23(LC 5), 35=-25(LC 5), 34=-27(LC 3), 30=15(LC 4), 29=-27(LC 4), 28=25(LC 6), 27=-23(LC 6), 26=-24(LC 4), 25=-20(LC 6), 24=-49(LC 4) Max Grav2=276(LC 1), 21=278(LC 1), 33=105(LC 1), 31=78(LC 1), 40=99(LC 2), 39=105(LC 9), 38=89(LC 9), 37=91(LC 1), BUTTE � COUNTY 36=90(LC 1), 35=90(LC 9), 34=104(LC 9), 30=75(LC 10), 29=92(LC 10), 28=91(LC 10), 27=91(LC 1), 26=91(LC 1), 25=88(LC 10), 24=117(LC 10), 23=68(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension SU N LOM ®IV ON TOP CHORD 111-12818/112,8213=--14114313-14='1886/104,64-15=7888,15-16=18/73816417=918/58107-811)18/43'1819='18/28/114 APPROVED 19-20=-10/14, 20-21=-50/11, 21-22=0/36 V BOT CHORD 2-40=0/52, 39-40=0/52, 38-39=0/52, 37-38=0/52, 36-37=0/52, 35-36=0/52, 34-35=0/52, 33-34=0/52, 32-33=0/52, 31-32=0/52, 30-31=0152, 29-30=0/52, 28-29=0/52, 27-28=0/52, 26-27=0/52, 25-26=0/52, 24-25=0/52, 23-24=0/52, 21-23=0/52 WEBS 10-33=-8217,12-31 =62/0, 340=54/19, 4-39=-82/49, 5-38=-71/34, 6-37=72/34, 7-36=-71/35, 8-35=-72/36, 9-34=83/39, 13-30=-61/23, 14-29=-72/38, 15-28=-73/36, 16-27=-72/35, 17-26=-72/34, 18-25=-71/34, 19-24=-90/51, 20-23=-22/12 OUbO Unbalanced roof live loads have been considered for this design. Q�NTES�FE$.S/0 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ff; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left Q� �Ft S. Tj and right exposed ; end vertical left and fight exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable 03 End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. W 4) All plates are 1.50 MT20 unless otherwise indicated. C 04 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. * EXP 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit C between the bottom chord and any other members. Continued on page 2 ® IAARWNG - Ver* d.1_1M poranet. and READ Nll ON MS AND INCLUDDD AfJ W R#P8P8NC8 YAG9 AV] 7473 MWOJM USS Design valid for use only with Mnek connectors. This design Is based only upon parameters shown, and is for on Individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibilliity of the MiT® erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding -------- fabrication, quality control• storage, delivery, erection and bracing, consult ANSVTPII Quality Criteria, DSB-89 and BCSII Building Component Safely Information available from Truss Plate Institute, 583 D'Onofno Drive, Madison. WI 53719. 7777 Greenback Lane, Suite 709 Citrus Heights, CA 95619 5,2008 Job Truss Truss Type City Ply R29258188 SORIA CRUZ AGE GABLEI 1 1 Job Reference (ontionall Endeavor Homes, Oroville, Ca. 7.060 s Aug 6 2008 MiTek Industries, Inc. Fri Sep 05 08:51:54 2008 Page 2 NOTES 91 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 Ib uplift at joint 2, 154 Ib uplift at joint 21, 49 Ib uplift at joint 39, 20 Ib uplift at joint 38, 24 Ib uplift at joint 37, 23 Ib uplift at joint 36, 25 Ib uplift at joint 35, 27 Ib uplift at joint 34, 15 Ib uplift at joint 30, 27 Ib uplift at joint 29, 25 Ib uplift at joint 28, 23 Ib uplift at joint 27, 24 Ib uplift at joint 26, 20 Ib uplift at joint 25 and 49 Ib uplift at joint 24. 10) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard NITY , PMO ED ® WMMI Q - ve,0 dRrya p .r ..t .e .,f R&W NQ71f(dl ON MS ANtl among us& Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction k the responsibOlty of the 1111- erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding rows°ma.Z -Wa- fabrication, quality control. storage, delivery, erection and bracing, consult ANSVTPII Quality CrBerla, DSB-89 and BCSII Building Component Suite 109 Su a Lne, 7777 Greenback Safety Information available from Truss Plate Institute, 583 D'Onofrso Drive, Madison, WI 53719. Citrus Heightsk L ne. Su Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both Sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x-bracing, is always required. See BCSII . O _f/f Q, 2. Truss bracing must be designed by an engineer. For 1 2 3 TOP CHORDS ci-z C2-3T wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS 3. Never exceed the design loading shown and never — inadequately braced trusses. p O u h'� 3 � 30 ACS-6 stack materials on 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U = designer, erection supervisor, property owner and plates 0-'nd' from Outside a O all other interested parties. edge of truss. CL O 5. Cut members to bear tightly against each other. C7-8 C6-7 6. Place plates on each face of truss at each BOTTOM CHORDS This symbol 'Indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSIAPI 1. connector plates. 7. Design assumes trusses will be suitably protected from.,. the environment in accord with ANSI/TPI 1. Plate location details available in Mitek 20/20 software or upon request. ? a 8. Unless otherwise noted, moisture content of lumber ' > f JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%, at time of fabrication. ' • AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not oppricable.for use with fire retardant, preservative treated, or green Io oer. The first dimension is the late p CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the r 4 x 4 width measured perpendicular responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. the length parallel to SIOtS. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 96048, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or after truss member or plate without prior (supports) occur. Icons vary but © 2006 MTek® All Rights Reserved approval of an engineer. reaction section indicates joint RtRaRt� number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable ffdenvironmental, health or performance risks. Consult with Industry Standards- project engineer before use. ANSI/TPII : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek O and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI1: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM.- ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet MII-7473 9 CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 1 Project Title.......... The Soria Addition Date..08/15/08 11:03:52 Project Address........ 226 Brown Boulevard ******* Oroville, Ca. *v7.30* Documentation Author... Marty Runnells ******* Building Permit # Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check / Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS7 v7.30 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.30 File-08320ADD Wth-CTZ11S05 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1144 SF Existing+Addition ".l GENERAL INFORMATION HERS Verification.......... Conditioned Floor Area..... Building Type .............. Construction Type ......... Vintage Assumptions ....... Fuel Type ................. Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Required 1144 sf Single Family Detached Existing+Addition+Alteration 1984-1991 NaturalGas Front Facing 0 deg (N) 1 1 FullYear Slab On Grade 2 9152 cf 1144 sf 14.1 % of floor area 1 Btu/hr-sf-F 0.68 8 ft ofDi E / S® � COtil�?TY 17ECOUNTY SEP 1 1 2008 �1G MGM.' IL GM.' OEVELO SERVICES APP S VE® io% o� J� MICROPAS7 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kTDV/sf-yr) Design Design Margin Space Heating.......... 38.26 34.42 3.84 Space Cooling.......... 38.46 35.89 2.57 Water Heating.......... 16.58 16.58 0.00 Total 93.30 86.89 6.41 *** Building complies with Computer Performance *** *** HERS Verification Required for Compliance *** GENERAL INFORMATION HERS Verification.......... Conditioned Floor Area..... Building Type .............. Construction Type ......... Vintage Assumptions ....... Fuel Type ................. Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Required 1144 sf Single Family Detached Existing+Addition+Alteration 1984-1991 NaturalGas Front Facing 0 deg (N) 1 1 FullYear Slab On Grade 2 9152 cf 1144 sf 14.1 % of floor area 1 Btu/hr-sf-F 0.68 8 ft ofDi E / S® � COtil�?TY 17ECOUNTY SEP 1 1 2008 �1G MGM.' IL GM.' OEVELO SERVICES APP S VE® io% o� J� CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 2 Project Title.......... The Soria Addition Date..08/15/08 11:03:52 MICROPAS7 v7.30 File-08320ADD Wth-CTZ11S05 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1144 SF Existing+Addition Vent Vent Verified Height Area Leakage or (ft) (sf) Housewrap 2.0 Standard No 2.0 Standard No No IV.26 BUILDING ZONE INFORMATION U- Floor Sheath- # of # of Cond- Thermo - Appendix Area Volume Dwell Peop- it- stat Zone Type (sf) (cf) Units le ioned Type HOUSE - Existing Location/ Surface Type (sf) Residence 780 6240 0.68 2.0 Yes Setback ADD - New (Added) HOUSE - Existing Residence 364 2912 0.32 0.0 Yes Setback 1 OPAQUE SURFACES Vent Vent Verified Height Area Leakage or (ft) (sf) Housewrap 2.0 Standard No 2.0 Standard No Length F2 Surface (ft) Factor HOUSE - Existing 10 S1abEdge 86 0.730 HOUSE - Deleted 11 S1abEdge 26 0.730 ADD - New (Added) 12 S1abEdge 40 0.730 Appendix Insul Solar IV Location/ R-val Gains Reference Comments R-0 No IV.26 Al U- EDGE Sheath- No IV.26 Solar Appendix EDGE R-0 No Frame Area fact- Cavity ing Act Gains IV Location/ Surface Type (sf) or R-val R-val Azm Tilt Reference Comments HOUSE - Existing 1 Wall Wood 202 0.110 11 0 0 90 Yes IV.9 A2 FRONT 2 Door Other 10 0.500 0 0 0 90 Yes IV.5 A4 FRONT 6 Wall Wood 239 0.110 11 0 180 90 Yes IV.9 A2 BACK 8 Wall Wood 167 0.110 11 0 0 90 No IV.9 A2 TO GARAGE 9 Door Other 17 0.500 0 0 0 90 No IV.5 A4 TO GARAGE 13 Roof Wood 780 0.049 19 0 n/a 0 Yes IV.1 A4 TO ATTIC HOUSE - Deleted 4 Wall Wood 190 0.110 it 0 90 90 Yes IV.9 A2 LEFT ADD - New (Added) 3 Wall Wood 96 0.102 13 0 0 90 Yes IV.9 A3 FRONT 5 Wall Wood 176 0.102 13 0 90 90 Yes IV.9 A3 LEFT 7 Wall Wood 112 0.102 13 0 180 90 Yes IV.9 A3 BACK 14 Roof Wood 364 0.032 30 0 n/a 0 Yes IV.1 A7 TO ATTIC PERIMETER LOSSES Length F2 Surface (ft) Factor HOUSE - Existing 10 S1abEdge 86 0.730 HOUSE - Deleted 11 S1abEdge 26 0.730 ADD - New (Added) 12 S1abEdge 40 0.730 Appendix Insul Solar IV Location/ R-val Gains Reference Comments R-0 No IV.26 Al SLAB EDGE R-0 No IV.26 Al SLAB EDGE R-0 No IV.26 Al SLAB EDGE CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 3 Project Title.......... The Soria Addition Date..08/15/08 11:03:52 MICROPAS7 v7.30 File-08320ADD Wth-CTZ11S05 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1144 SF Existing+Addition Orientation HOUSE - Existing 1 Door Front (N) 2 Wind Front (N) 3 Wind Front (N) 8 Wind Back (S) 9 Wind Back (S) 10 Wind Back (S) 11 Wind Front (N) HOUSE - Deleted 5 Wind Left (E) ADD - New (Added) 4 Wind Front (N) 6 Wind Left (E) 7 Wind Left (E) FENESTRATION SURFACES Exterior Area U- Act Shade (sf) factor SHGC Azm Tilt Type Location/Comments 10.0 0.990 0.740 0 90 Standard FG1 24.0 1.280 0.800 0 90 Standard FG2 24.0 1.280 0.800 0 90 Standard FG3 12.0 1.280 0.800 180 90 Standard BG1 10.0 1.280 0.800 180 90 Standard BG2 9.0 1.280 0.800 180 90 Standard BG3 24.0 1.280 0.800 0 90 Standard GG1 18.0 1.280 0.800 90 90 Standard LG1 16.0 0.400 0.400 0 90 Standard FG1 16.0 0.400 0.400 90 90 Standard LG1 16.0 0.400 0.400 90 90 Standard LG2 OVERHANGS —Window— Overhang Area Left Right Surface (sf) Width Height Depth Height Extension Extension ADD - New (Added) 4 Window 16.0 n/a 4 2 1 n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE - Existing Standard Slab 780 ADD - New (Added) Standard Slab 364 HVAC SYSTEMS Verified Verified Verified Verified Verified Maximum System Minimum Refrig Charge Adequate Fan Watt Cooling Type Efficiency . EER or TXV Airflow Draw Capacity HOUSE - Existing Furnace 0.780 AFUE n/a n/a n/a n/a n/a ACSplit 13.00 SEER No Yes No No No ADD - New (Added) Furnace 0.780 AFUE n/a n/a n/a n/a n/a ACSplit 13.00 SEER No Yes No No No CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 4 Project Title.......... The Soria Addition Date..08/15/08 11:03:52 MICROPAS7 v7.30 File-08320ADD Wth-CTZ11S05 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1144 SF Existing+Addition HVAC SIZING Verified Sizing Location............ OROVILLE RS Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 75 F Summer Range ............... 37 F Total Sensible Design Maximum Heating Cooling Cooling Cooling System Load Load Capacity Capacity Type (Btu/hr) (Btu/hr) (Btu/hr) (Btu/hr) HOUSE - Existing Area Ducts HOUSE - Existing Furnace 23141 n/a n/a n/a ACSplit n/a 16657 20228 n/a ADD - New (Added) R-2.1 Pre2001 No Furnace 7473 n/a n/a n/a ACSplit n/a 7964 9672 n/a Total 30614 24621 29900 n/a Sizing Location............ OROVILLE RS Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 75 F Summer Range ............... 37 F SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in,this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve (TXV). If a cooling system is not installed, then HERS verification is not necessary. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under. *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods and *** DUCT SYSTEMS Verified Verified Verified System Duct Duct Duct Surface Buried Type Location R -value Leakage Area Ducts HOUSE - Existing Furnace Attic R-2.1 Pre2001 No No ACSplit Attic R-2.1 Pre2001 No No ADD - New (Added) Furnace Attic R-4.2 No No No ACSplit Attic R-4.2 No No No SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in,this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve (TXV). If a cooling system is not installed, then HERS verification is not necessary. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under. *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods and *** CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 5 Project Title.......... The Soria Addition Date..08/15/08 11:03:52 MICROPAS7 v7.30 File-08320ADD Wth-CTZ11S05 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1144 SF Existing+Addition HERS REQUIRED VERIFICATION *** must be reported on the CF -4R installation certificate. *** This building incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve (TXV). If a cooling system is not installed, then HERS verification is not necessary. REMARKS All unknown energy values for the existing residence are taken from Table R3.11, 2005 Residential Manual, Default Assumptions For Existing Buildings - Vintage Table. Additions and alterations typically have special rules for modeling to avoid an undue energy penalty. These modeling assumptions may result in a HERS verification note on the Certificate of Compliance. Such measure(s) are for modeling assumptions only. The general guideline is that when additions and alterations use existing equipment for space conditioning, the existing building zone and the addition zone use current Package D assumptions for the HVAC system to avoid an energy penalty, Package D in Zones 2 and 8 - 15 is 13 SEER with Verified Refrigerant Charge or TXV. Package D in Zones 1, 3 - 7 and 16 is 13 SEER. Note that existing duct systems being extended less than 40 linear feet into newly conditioned space do not require duct leakage testing. Conditioned square footage is determined by the conditioned footprint of each floor or level. Ceiling height is not used to determine floor area. Additionally, stair areas are counted at each floor or level. The reference FRONT orientation used in these calculations may or may not contain the entry door to the dwelling. This in no way affects the accuracy of these calculations. Any new wall between conditioned space and crawlspace or attic shall be insulated to a value of R-19 or greater. Energy Calculation Services has C -HERS raters on staff. If these documents require HERS inspections or testing we are certified to provide these services. Please call 1 (530) 894-8466 for additional information. CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 6 Project Title.......... The Soria Addition Date..08/15/08 11:03:52 MICROPAS7 v7.30 File-08320ADD Wth-CTZ11S05 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1144 SF Existing+Addition REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. DESIGNER or OWNER Name.... Cruz Soria Company. Address. 226 Brown Boulevard Oroville, Ca. Phone... License. Signed.. (f (a' . eelw (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 574 Manzanita Avenue, Ste 9 Chico, CA 95926 Phone... 530-894-8466 r " Digitally signed by Martin G. Runnells 9 DN:—Martin G. Runnells, remail=many@energyguru.com, o=Energy —Date: Services, ou=ECS, usSigned.. _1% Date: 2008.08.1S11:11:26-07'Od (date) HVAC SIZING HVAC Page 1 Project Title.......... The Soria Addition Date..08/15/08 11:03:52 Project Address 226 Brown Boul v d ******* •••••••• a ar Oroville, Ca. *v7.30* Documentation Author... Marty Runnells ******* Building Permit # Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check / Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS7 v7.30 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.30 File-08320ADD Wth-CTZ11S05 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1144 SF Existing+Addition GENERAL INFORMATION Floor Area ................. 1144 sf Volume ..................... 9152 cf Front Orientation.......... Front Facing Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 75 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.21 HEATING AND COOLING LOAD SUMMARY Description 0 deg (N) Heating Cooling (Btu/hr) (Btu/hr) Opaque Conduction and Solar...... 12177 6410 Glazing Conduction and Solar..... 6438 7370 Infiltration ..................... 4273 2072 Internal Gain .................... n/a 2069 Ducts ............................ 7726 6700 Sensible Load .................... 30614 24621 Latent Load ...................... n/a 5279 Minimum Total Load 30614 29900 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, outside air, 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. HVAC SIZING HVAC Page 2 Project Title.......... The Soria Addition Date..08/15/08 11:03:52 MICROPAS7 v7.30 File-08320ADD Wth-CTZ11S05 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1144 SF Existing+Addition HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE 'HOUSE' Floor Area ....................... 780 sf Volume ........................... 6240 cf Heating Cooling Description (Btu/hr) (Btu/hr) Opaque Conduction and Solar...... 8387 3791 Glazing Conduction and Solar..... 5670 5044 Infiltration ..................... 2913 1413 Internal Gain..... ............... n/a 1557 Ducts ............................ 6170 4852 Sensible Load .................... 23141 16657 Latent Load ...................... n/a 3571 Minimum Zone Load 23141 20228 ZONE 'ADD/N' Floor Area....................... 364 sf Volume ........................... 2912 cf Heating Cooling Description (Btu/hr) (Btu/hr) Opaque Conduction and Solar...... 3790 2619 Glazing Conduction and Solar..... 768 2325 Infiltration ..................... 1360 659 Internal Gain .................... n/a 512 Ducts ............................ 1556 1848 Sensible Load .................... 7473 7964 Latent Load ...................... n/a 1708 Minimum Zone Load 7473 9672 Date: 8/15/08 Job #: 08230 MANDATORY MEASURES SUMMARY: RESIDENTIAL (Page 1 of 2) MF -1R Project Title Date 8/15/08 Note: Low-rise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supersede the items marked with an asterisk (*) below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes or check NA if not applicable and included with the permit application documentation. DESCRIPTION NA Designer Enforce -ment Building Envelope Measures: ✓ ✓ ✓ * § 150(a): Minimum R-19 in wood frame ceiling insulation or equivalent U -factor in metal frame ceiling. ❑ Q ❑ § 150(b): Loose fill insulation manufacturer's labeled R -Value: ❑ Q ❑ * § 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). ❑ ❑ ❑ * § 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor. ❑ ❑ § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. I. Masonry and factory -built fireplaces have: a. closeable metal or glass door covering the entire opening of the firebox ❑ Q ❑ b. outside air intake with damper and control, flue damper and control ❑ Q ❑ 2. No continuous burning gas pilot lights allowed. ❑ El ❑ § 150(f): Air retarding wrap installed to comply with § 151 meets requirements specified in the ACM Residential Manual. El ❑ ❑ § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. [z] ❑ ❑ § 150(1): Slab edge insulation - water absorption rate for the insulation material alone without facings no greater than 0.3%, water vapor permeance rate no greater than 2.0perm/inch. 0 ❑ ❑ § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include CF -6R Form: ❑ ❑ § 116-§ 117: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls. I. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ ❑ 2. Fenestration products (except field -fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient SHGC , and infiltration certification. ❑ Q ❑ 3. Exterior doors and windows weather-stripped; all joints and penetrations caulked and sealed. ❑ ❑ Space Conditioning, Water Heating and Plumbing System Measures: § I 10-§ 113: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. ❑ ❑ § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ❑ [z] ❑ § 150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑ 0 ❑ § 1506): Water system pipe and tank insulation and cooling systems line insulation. I. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. ❑ Q ❑ 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 intemal insulation and indicated on the exterior of the tank showing the R -value. ❑ ❑ 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: I. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes shall be insulated to Table 150B. ❑ Q ❑ 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. ❑ Q ❑ 4. Steam hydronic heating systems or hot water systems >15 psi, meet requirements of Table 123-A. Q ❑ ❑ Residential Compliance Forms December 2005 R � Truss Truss Type pry Ply �..�L R1 GABLE 1 1 KBI Nd Col, N,vrysville, Ca 95901 6.500 s Jan 15 2007 MTek IndusUies, Inc. TTtu Aug 18 14:05:13 2007 Page 1 -241-0 13.0-8 26-1-0 28 5-0 2.4-0 13-0-8 13-0-8 2.40 Scale = 1:50.13 5x6 = 5 4.13 rl2 4 6 3 S 7 1 7 S 3 S 4 S 5 S 6 �] 2 A g c111 i 9 3x4 = 28 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 3x4 = 5x6 = 26.1-0 Overall Truss Height: 5.9.4 Heel to Peek: 13-11-9 Ova rtiaa g Rake Distance: Left 2.5-10, Right 2-5-10 Ory: 1 Span: 26.1-0 Slope: 4.12/12, 0.00/12 Overhang: 2-4-0.2-4-0 Loading: 16.0-14.0-0.0-7.0 Spacing: 2.0-0 o.c. Weight: 161 Ib Board Feet: 88.67bft Last saved: August 16, 2007 NOTES 1) All plates are 2.5x4 WT20 unless otherwise Indicated. -ea «« CHORDS i»>---tSa.Cut-w) PIECE: T1, T2 PIECE: ST8, ST16 (2)2X8 71.0 -90.0 (2)2X4 71.0 N .2 DF 18' 71.0 Stud/Sid OF G 4' 0.8.8 CL:0-7.12 OL:16.5.0 CL:16-3-2 LS:16.3-2 OL:3-5-6 CL:3.4-12 LS:3.5-6 CE: ST3, ST11 PIECE: 81, 82 PIECE: ST9, S717 90.0 (2)2X4 19.0 (2)2X4 90.0 No. i88tr DF 14' 71 0 Stud/Std DF G. 4' OL:3.10-,Y4 CL:3.10-4 LS:3-10-14 LS:1.1-14 90.0 OL: 13-0-8 CL:12-8.2 LS:13.0-8 PL: 13-0-8 SCARF: 0.10.0 r-0-9-7 0.3.4 10-0-4 PIECE: T1 ° (1) z x 4 71'0 Stud/Std Df G 5' 71.0 71 0 lud/Std DF O :42-9 CLA-2.9 LSA -1-15 CE: ST2, ST10 (2) 2 X 4 900 71.0 Stud/StdDF T 0.8.8 CL:0-7.12 LS:O-8.8 CE: ST3, ST11 71.0 StudlStd DF G 2' 1-1-14 CL:1-14 LS:1.1-14 CE: ST4, ST12 (2) 2 X4 90.0 71 0 lud/Std DF 1-7-6 CLA-6.12 LS:1-7-6 ' CE: ST5, ST13 (2) 2 X d 90'0 71 0 lud/Std DF G 3' 2-0.14 CL:2-0.4 LS:2 14 ,E: ST8, ST14 (2) 2 X 90.0 71.0 to td D 3' !88 CL:2-5-12 S:2-68 ;E: ST7, ST15 )2X4 90'0 710 Std DF 3' !-11.14 CL:2-11.4 LS:2.11-14 • Truss Truss Type pry Ply .IJL R2 HOWE 7 1 KBI Norcal.)1,larysville, Ca 95901 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Aug 16 14:05:14 2007 Page 1 -2-4-0 6-11-0 13-0-8 19-2-0 26.1-0 28.5-0 2-0-0 6.11-0 6-1-8 6.1-8 6- -0 2-" Scale = 1:50.10 5x6 = 4 4.13 F12 3x4 i:r- 3x4 3 5 W2 W4 2 6 1Li7 82 04 = 10 9 8 40 = 2.50 II 5x8 = 2.5x4 II Z19-2-0 6.11-0 13-0.8 26.1-0 6-11-0 6.1-8 6-1-8 6-11-0 Overall Truss Height: 5-944 Heel to Peak: 13-11-9 Overh ng Rake Distance: Left 2-5-10. Right 2-5-10 Oty: 7 Span: 26-1-0 Slope: 4.12/12, 0.00112 Overhang: 2-4-0,2-" Loading: 16.0.14.0.0.0-7.0 Spacing, 2-0-0 o.c. Camber: 1/8 in Weight: 134 Ib Board Feel: 499.33bft Last saved: August 16.2007 «« CHORDS »»__= S .Cut=90 PIECE: T1, T2 (14)2X6 71.0 71.0 No.2 OF G 18' OL:16.5-0 CL:16.3-2 LS:16-32 PIECE: B1, 82 90.0 (14)2X4 19.0 No.1 d tr F 4' 90.0 OL: 13-0-8 C1.12.6.2 LS:13-0-8 PL:13-0-6 ��10-0-4_j CARF: 0-10-0 � 0-3-4 < WEBS »»__= S .Cut=90 PIECE: W2, W4 69.7 (14)2X4 39.3 G 20.3 Stud/ td F G T 69.7 OL:6-2-10 CL:6-2-10 LS:5-11-14 PIECE: W3 90'0 (7) 2X471.0 Stud/Std OF G 5' 71.0 OLA-2-9 CL:4-2-9 LS:4-1-15 PIECE: W1, W5 (14) 2 X 4�� 90'0 71 0 Stud/Std DF G 3' I OL:2-1-14 CL:2-1.4 LS:2-1.14 t� ' r, .t , .. . .. �_ .. w,� �t ��. t � � '� 'f �� � � �L ... ; COUNTY r OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive'- Oroville, California 95965{- Telephone: 916/538-7541. APPLICATION AND- PUMIT I ASSESSOR PARCEL NUMBER i _ 1,-13 ZONING BUILDING PERMIT OWNER �oROT"y e tAN4 TELEPHONE 74 5&'T SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 26 P) 20 Wnf 6 f_ A ORO Cl 51766 . CONTRACT'S NAME N O TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace X00() CONSTRUCTION LENDER UNKNOWN Total Valuation $ Q to) Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 17-2) ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ 0 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 2��D g Ra tt�✓n/ QC U � � '; Permit fee .• $ - .PERMIT PLUMBING Filing Fee 10.00 •XN Each Trap 2.00 Solar or heat p water heater �.20.00 LOT NO. SUBDIVISION NAMEJPARCt L -MAP Water piping .-�{ 7 - -5:00 Each qas water heater vent 5.00 USE OF STRUCTURE t SFX Duplex❑ Mobilehome❑ Other I SPECIFY Gas piping system 1 - 5 ou is 5.00 Building sewer 5.00 Mobile Home S G W O.00 e . TYPE OF WORK New Addition [-I Remodel❑ Utilities❑ Installation[]1Other8l Describe work: w 00 ' � 6 SJ V I` {6l S r rA � WO _ Ws Penult Fee $ 4� ContractoF,r ELECTRICAL PERMIT Filing Fee 10.00 ). . ( • 600V OR LESS ' Main sere ce 100 AMP OR LESS 100 Main service , ADD•L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): s' y ' ❑ I. am licensed under provisions of Chapt. 9, Div. 3 of the7Business and Professions Code and my license is in full force and -effect. P� 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 J,for sale. (Sec. 7044) 1'i Q' 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. ( Dw LING OCCUP.&) 2'/20sgff OR ADDNS. ACC. LOGS. NEW CONSTR ULTI. TLET 2,50 ea NON.RESID BRANCH RC ITS POWER APPA TUs a (SINGLE OUTLE R. zo®s0c Ex. OCCUp(OUTLETS OR FIXT ES 0AL030 FIXED APPLNS. OR Ex. OCCUp. OUTLETS IRESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. E:]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 ;fI 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. MECH NICAL PERMITFiling 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 said County in consequence of the granting of this permit. X i C QL uLl�L-�/ P �� // `� Date Signature of Applicant — T Owner ❑ EDContractor Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct. ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 7-S� HAz CUA PARK SCHL FED PAR PD HD ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County.Code and/or resolutions to do wor �r paid. A �Icated above for which fees have been DIPEd'OR OF P 1B K WORKS y _4 D to A 9-4 PERMIT EXPIRES Date a iWNITE-D.P.W., Receipt No. �7�� e�7, So 7ELLOW-A58C930R, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 - 7 County Center Drive, Orovi Ile — Phone: 538-7541 7.47 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE f'.. T 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. v Inspector Date _ s 6�4— i;a COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPI CATION AND PERMIT r Ir -1 tY v7 ASSESR PARCEL NUMBER — Q ZONI''N/IG v\ BUILDING PERMIT OWNER �o(ZO LAIVrJ TELEPHONE 7q3_a5c-P S0. FT. OCC. BUILDING VALU TION OWNER'S MAILING ADDRESS 2 RO Wnf 6 LV N 100 S 66 CONTRACT/O 'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace # /Qoa CONSTRUCTION LENDER UNKNOWN Total Valuation Is pop 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 2z�o B R(3 tww ist v D Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 1^>n Solar or heat p water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater vent 5.00 USE OF STRUCTURE SF;K Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outiets 5.00 1' Building sewer 5.00 Mobile Home S I G I W 10.00e . TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other,® Describe work: w 40 1, S T-6 Vr Id5r-ALIE- r �/�o _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main seryce 100 AMP V OR ORSLESS 10.00 Main service "" -A,. AOD•L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under lt of peOR penalty rjury P Y Per J Y(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. p� 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) X Y 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. DW LING OCCUP.N ACDNS , /20sgft NEW CONSTR ULT1. TLET NON.RESID BRANCH RC ITS 2.50 ea POWER APPARATUS I! (SINGLE OUTLE CIR. ) Ex. Occup(ouTLETs OR FI XTU ES 20®sot BwL030 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.1\ 2.00 Temporary service 10.00 Mobile Ho Facilities 5.00 Home Misc. g 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECH NICAL 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 said County n consequenc(e�of the granting of this permit. XI/�`J� Date // �/ ��� Signature of Applicant — Owner ElContractor ElAgent11p An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 7-�� E HAz CUA PARK SCHL PAR PD HC ISSUE This permit is hereby issued under sions of the Butte County. Code and/or wor )cated above for which fees DI R OF P Ih y PERMIT EXPIRES Date the applicable provi- resolutions to do have been aid. WORKS Date 00 oche "" Receipt No. a' C� 2 - 50 — �b r I K WHITE-D.P.W., YELLOW -ASSESSOR, PINK-INSPEC R. GOLDENROD -APPLICANT COUNTY OF BUTTE'- Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 9167538=7541 OWNER -BUILDER VERIFICATION f Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) Ve S S. 2. I (have/have not) Y e S 5 signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name - - 1/1 / t V t, Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name , ,, „ 4 ( / e � 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 . .1 Phone Type of Work Signed: Property Owner, Social Security Number Date // /F,-,9 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. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 226 BROWN BLVD APN: 028-061-018 Owner: SORIA, CRUZ C & HORTENCIA Permit N0: B08-1862 Issued Date: 02/05/2009 By TMP Expiration Date: 02/05/2010 Permit type: MISCELLANEOUS Subtype: Room Addn-First Stry 226 BROWN BLVD OROVILLE, CA 95966 Description: AS -BUILT ROOM ADDITION (416) (530) 741-9076 Occupancy: Zoning: AR -1 Contractor Applicant: Square Footage: SORIA, CRUZ C & HORTENC Building Garage Remdl/Addn 226 BROWN BLVD 416 OROVILLE, CA 95966 Other Porch/Patio Total (530)741-9076 416 FEE INFORMATION DB SMIP RESIDENTIAL $2.71 DBEH Building Review Fee $78.90 DBF Room Addition - First Stor $288.75 DBMSC Room Add-Ist Story 250sf $433.13 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 02/05/2009 Contractor's Signature Date WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I have and will maintain a certificate of consent to self -insure for workers' compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Policy No. E]I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' Cartier: Policy Number: Exp. Date: �l I certify that, in the performance of the work for which this permit is issued, I shall not 17Y�1 employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with X 02/05/2009 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEYS FEES. I CONSTRUCTION_ LENDING AGENCY DECLARATION I hereby affirm under penalty of perjury that there is a construction. lending agency for the performance of the work for which this permit is issued (Section 3097, Civil Code). Lender's Name and Address Lender's Name & Address City State Zip .49 Fees Paid: $803.49 Balance Due: $0.00 Receipt No: B9680 OWNER / BUILDER DECLARATION ; I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt from licensure and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 19 I, as owner of the property, or my employees with wages as their sole compensation, will do L) all of or U portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the Owner -Builder will have the burden of proving that it was not built or improved for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a licensed Contractor pursuant to the Contractors' State License Law.). I am exempt from licensure under the Contractors' State License Law for the reason: 02/05/2009 I PERMIT APPLICANT DECLARATION By my signature below, I certify to each of the following: I am U a California licensed contractor or U the property owner' or U authorized to act on the property owner's behalf". I have read this construction permit application and the information I have provided is correct. I agree to comply with all applicable city and county ordinances and state laws relating to building construction. I authorize representatives of this city or county to enter the above -identified property for inspection purposes. California Licensed Contractor, Property Owner* or Authorized UZ S DY/ f9 02/05/2009 FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION* OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. BIN # "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is'subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name First N rha Mailing Address �0-_�p 15ro e)s GWA City Q r� i (l Statle r Zip cp3 14, Phone ? I r 90 N Fax F;T7 APPLICANT INFORMATION CONTRACTOR Name Cityfi rov f lQ Address ZipC?sc?(� City Fax State Zip Phone Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name Cityfi rov f lQ Address ZipC?sc?(� City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name U Z r 6, Address �1 vrz L-) Cityfi rov f lQ StateQ-,,,- ZipC?sc?(� Phone7�r _ 9C)%( Fax E-mail APPLICANT SIGNATURE X d� Z PROJECT LOCATION AP# 2nfol-0 1$ Property Address,,2,,,, n City Orury 1, (t e WORKER'S COMPENSATION Policy Number Carrier if hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK.- Sq ORK.Sq FT- Living U/ Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zonex F_S_RA]Yes JLIQ Occ. Type Const. o i 'c+*'0hyllk 642 0 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR i PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds "PERMIT APPLICATION DATA SHEET" Reference Number: B08-1862 Location: 226 BROWN BLVD Parcel Number: 028-061-018 Owner Name: SORIA, CRUZ C & HORTE Description: AS -BUILT ROOM ADDITION (416) Date: 09/11/2008 By: KCG Sub Type: Room Addn-First Str Phone: (530) 741-9076 The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No ❑ ❑ ❑ ❑ IN Is SEWER DISTRICTS Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 - (530) 879-6700 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER ❑ Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions ❑ ❑ City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: ❑ ❑ Other: "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Signature of Applicant: or( /57 Date: 09/11/2008 FILE BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Printed: 09/11/2008 11:21 am Permit Number: B08-1862 Job Address: 226 BROWN BLVD Contractor: Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-10101 $78.90 09/11/2008 $78.90 DBMSC Room Add -1st Story 250sf 0010-440001-4210500-10101 $433.13 DBF Room Addition - First Stor 0010-440001-4210501-10101 $288.75 09/11/2008 $288.75 DBSMIP Residential Printed By: Kourtni Graham 1001-0-280-1011298 $2.70 803.48 $367.65 Balance Due: $435.83 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature;/ /i SQ t— Date: 09/11/2008 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds OA, O 0 0 0 0 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B08-1862 Location: 226 BROWN BLVD Parcel Number: 028-061-018 Owner Name: SORIA, CRUZ C & HORTE Description: AS -BUILT ROOM ADDITION (416) Date: 09/11/2008 By: KCG Sub Type: Room Addn-First Str Phone: (530) 741-9076 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: ( -� b z S o r^/ /9 Title: 4� z � D r-1 /9 OwQf FILE Date: 09/11/2008 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). 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 R NO) 2.ct�m VE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: CITY PHONE CONTRACTORS LICENSE NO, 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: 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 Description: AS -BUILT ROOM ADDITION (416) Reference Number: B08-1862 Applicant Name: SORIA, CRUZ C & HORTE Owner's Name: SORIA, CRUZ C & HORTE AP # : 028-061--018 Signature of Property Owner: �(/ Z S'o r/ 6 Date: (� `- Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-1862 Location: 226 BROWN BLVD Parcel Number: 028-061-018 Owner Name: SORIA, CRUZ C & HORTE Description: - AS -BUILT ROOM ADDITION (416) Date: 09/11/2008 Phone: (530) 741-9076 Signature of Applicant: i- Date: 09/11/2008 FILE BUTTE COUNTY SCHOOL FEE CERTIFICATION FORM (One form per Building) School District: Oroville Union High School District Assessor's Parcel Number (s): 028-061-018 Property Owner (s): SORIA, CRUZ C & HORTENCIA Project Location/Address: 226 BROWN BLVD Building Permit Number: B08-1862 Tax Rate Area No:_M��� Jurisdiction: County HONCUT Type of Development Residential Development: _ Yes = Sq. Footage: 416 No of Living Mobile HomeAddii •Supplemental to Units Installation onpermit # Cr. Demo -existing •(No Foundation Inspection) sq. ft. Net total sq. ft. Deed Restricted Sq. Footage: 0 Attach signed coov of Deed Restriction and Notice of Limited Use Facilitv Document Commercial/Industrial: =New = Addition Sq. Footage: (Including 5derior Roofed Areas) Project Description: AS -BUILT ROOM ADDITION (416) 09/11/2008 Buildin Department Representative Date District Indentification No. h ► un ��} School District certifies that r L, Z C + 1-(U r4 -1') C 14 (Payor) t� LP t r (2 $ $ ' n r �� (Street Address) (City) (State) (Zip Code) (Phone Number) has complied with the requirements of Resolution No. representing _Z// �, square feet. 4,--� School District Repr s tative by payment of $ WIN AB 2926 FULL MITIGATION $ $ ' Date Pair] by Check # tel. Remarks X B w> nrrl e Y ST D Notice: You may protest the imposition of the fees identified above by sumitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibityou from challenging the imposition of the fees in any court action. subsequent o the School Districtepresen a ive signing this Butte County Schools Impact Fee Certification Form, the Scho=0 District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (School District) Yellow (Building Department) Pink (Applicant) DDS_School Fee Form rev'd 3.10.08 `4 ®� l Z,/ Do O U I a J 1 n j � -- S i 1 c n µ �� (Zf- T N,I�� IT 1 I r i i e4 40 � � � � � y,9 I :.los:.+ _ t---- `t•' ---� ,� - - - ® d, � �-� . rs,SI-�. ulr a oP (LR3 Wlndoul N=— -- 3'— _�- .3'-1 OP�A!- I ❑ I Doorc✓aJ O HAI OD i ri DID l 1 O SI TE PLAN .. . ........... . .... _ - -r ------------ ------ { -- -.......- =i . - t -- i - - ---i.......i _ _ .. .. .. - .. • ..... ..._ .a-.. _i... - - • - a....- --..................... . - •i-•--- ..... ....• ..... - ...... THE 2007 CBC, CMC, CPC, _ CEO, AND 2005 CALIFORNIA _ �v ENERGY STANDARDS AS AMENDED BY THE JURISDICTION p .....;. APPLY TO THIS PROJECT. � X i 5 I I ✓1� -- I ..:.. 0 A('C n Com' --•� wai t o iPro pVa(,P-- :\ Ci Ix T_ CC) PF_ VE6 � EXi Si,•ng Cvver�d pczi-ip � !® G /�O i ---a LUTrE 00 COUNTY _ - T �I7-s. SEP tt 2008- , ..... .-..� U7���/ _ SERVICES .. _ Assessor's Parcel Number� L'`! ®e a ®0 — U 0 tnq3lj ScaIe: I" _ Owner Nage Address / Pher Site Location FOR OFFICE USE ONLY Zoning: Geriey al Plan [)essg: Sipe, Ams r a nrr PROVIDE FOR ALL - A®Jr.CENi PARCELS SIZE .(AC): ZONING: �— GEN PLAN: USES: 0 ELi. 4-1 Cent. e�j 7- r Q� 0 0 I ------ s'--- d1l: D � }_ 3 C(5MOA)T O M P.00 91 COD moo- c -0zj 0®® z ®-' rca O O 0 N 0 0 � a o � -- O � i c � co V G M Z o o� <. o M< c, 0 0 MA \ J C u �o I Z o o� <. o M< c, 0 0 MA \ J C OD C IOD 'DZM 000 ®o0 O�z m Z �m N op 1 Co. OD C IOD 'DZM 000 ®o0 O�z m Z �m BP -1 MINIMUM 3/8" APA RATED PLYWOOD APPLIED OVER 2X FRAMING AT 16" O.C. WITH 8d (0.113 X 2 3/8") NAILS AT 6" ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED, COVERING 3 STUD SPACES. FLOOR PLATE NAILED WITH 16d NAILS AT 12" ON CENTER. ALT. MINIMUM 3/8" APA RATED PLYWOOD,CC, CD, WITH 8d(0.113X2 3/8") BP NAILS AT 6" O.C. EDGE NAILED, 12" O.C: FIELD NAILED ON 2X DOUGLAS FIR FRAMING AT 1'6" O.C. COVERING A MINIMUM OF THREE STUD SPACES. TWO 1/2" DIA. ANCHOR BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH UBC 1806.6. ANCHOR BOLTS SHALL BE PLACED AT PANEL QUARTER POINTS. EACH PANEL END STUD SHALL HAVE A HOLDOWN CAPABLE OF PROVIDING AN UPLIFT CAOACITY OF 1800 POUNDS. BP -2 1/2" GYPSUM WALLBOARD , UNBLOCKED, APPLIED TO 2X FRAMING WITH 5d COOLER OR WALLBOARD NAILS AT 7" ON CENTER MAXIMUM. BP -3 5/8 TYPE 'X' GYPSUM WALLBOARD , UNBLOCKED, APPLIED TO 2X FRAMING WITH 6d COOLER OR WALLBOARD NAILS AT 7" ON CENTER MAXIMUM. �0 v 4 GABLE Et A35 @ 48 (4)-16D COMMON NAIW ETWEEN OUTRIGGERS 8D COMMON NAILS AT 4" OC 1 /-ROOF SHEATHING / 2X4 BLOCK ---(2)-16D COMMON TRIM xz� NAILS EACH END 1 1T01.5� X6 DIAGONAL SHEAR PLY/WBRACE AT 8'-0" OC D 6/12 -RAM I NG `A35 FRAMING ANGLE CONTINUOUS 2X DRYWALL BACKING WITH (2) ROWS 16D COMMON NAILS AT 6" OC r 29 TYPICAL GABLE END GABLE END BRACE ok J 4 ll v i. f ',sI11G � 7 �Z K SIDING PER ELEVATIONS 2x4 MUDSILL W/ 1/2"— AB W/ 3x3xO.229" WASHER@ 6' O.C. EMBEDDED MIN 7" #4 REBAR CONT. 3" FROM TOP AND BOTTOM Z oOM de I 12" _; 2x4 STUDS 0 16" O.C. R-13 BATT INSUL. 1/2" GYP BD SEAL FOUNDATION 0 MUDSILL 4" CONC. SLAB 6x6 10/10 W.W.M. 4" GRAVEL FILL EXTERIOR FOOTING SLAB FLOOR 1/2" CDX PLY. 2x4 EAVE BLOCK PROVIDED SCREENED EAVE VENT W/ INSULATION BAFFLES EVERY 4TH BLOCK E 1/2" CCX PLY. EAVES 1x4 TRIM J — 2x6 FASCIA SIDING — SEE 26 EAVE DETAI L SIMPSON HI TIE AT EACI TRUSS 0