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065-530-019
tr 77-77,77', r i ia.i _ � '• isk I � ^ f 065-530-019 04-3630 DOBRICH, STEVEN j;-2I�COUTOLENC RD, MAGALIA ON UNKNOWN NEW SINGLE FAMILY, v� F It 'Ar V I?yy�y�g�t"uft .a�i •1.'' - vssl xi t G fir. 1 t �! G�`4�„ r "• , ; 1 r-�t ;r,;'fib-• 5 -'i yr _ _ — •1 , .e�3TS Iy�ii Y.:-7�fnh y+ y`_. �� ,/. _ wp' r 911 wj 53 FIRE SAFE REQUIREMENTS PLEASE SCAN INTO TRAKIT FILE Butte County Fire Department California Department of Forestry and Fire Protection , 176 Nelson Avenue, Oroville, California 95965 • (530) 538-7888 Property Owners Name: ! 9Z-1+0 COU T. L�,,, �� Inspection Date: to -;6 Building Pemlit 4 Property Location: City:�q{,,dq✓ 'I, 41r %aRPJ . rM X12nlft1SIBMSPAMME—ASURESIMM To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map'appmval. It is the property owner responsibility to annually provide defeasible space measures around structures on this property as required by law C 4291 PRC 4291 information will be provided at the counter when the permit is issued. entrance, a 40' turning radius shall be used. (a) All new driveway construction or an extension of an existing driveway shall ' . comply with Public Resources Code 4290 to wa uiremenm. Is the drivewaynew or was it extended? Yes No ❑ ^ (b) All driveways shall provide a minimum 10' traffic lane and unobstructed N vertical clearance of! 5' alon its entire length. Drivewaywidth: O Vertical Clearance: Q^— (c) Driveways exceeding 150' in length, but less than 800' in length, shall -, 'provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800', turnouts shall be provided no more than 400' apart. Driveway length: (d) A turnaround shall be provided to all building sites on driveways over 300' in /a length, and shall be within 50' of the building. iisM Turnaround distance from build' ' ft373A2�R DW AY. f$ The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts and turnarounds. of gate base: �iR73.03 � ° 3VA7isGRAD&S .��. �' The grade for all roads, streets, private lanes and driveways shall not exceed 15%. N'6 All grades over 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No drive wa s a lowed in excess of 20%. Percents of % s ,ST27—XWR0ADWA-R WAIW7429M. NI (a) No roadway shall have a horizontal inside radius of curvature of less than 50' and additional surface width of 4' shall be added to curves of 50-100' radius; 2' to r those from -100-200 Questionable horizontal curve radium: (b) The length of vertical curves in roadways, exclusive of gutters, ditches; and ctures designed to hold or divert water, shall be not less than 100'. Ixdrainages Questionable vertical curve 1 ..1373:OS,ILQADWA3t>: >t)n1DS : s . .' ✓ ii Turnarounds are required on driveways as specified in this article. The minimum turning radius for a wmaround shall be 40' from the center line of the road If a hammerhead -T is used, the top of the "T" shall be a minimum of 60' in length. T ofroadway turnaround u sed? Measurements? l � k ]27X063ROADWAY4URNOilT3 /W7A� Turnouts shall be a minimum of 10' wide and 30' long with a minimum 25' taper on each end. Roadway tumour measuaements and location: 1M, 1273T07ABOADWAYt$TRU(TURF$r (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or 14 shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 '�i: and 35250. Bride certified b a re iste i Civil En ineee Yes ❑ No ❑ (b) Appropriate signing, including but not limited to weight or vertical clearance N limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. Correct signs installed? Yes ❑ No ❑ ' (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. Turnout measurements on each end:— No. violatlo arks Cleared MUST Vtr.�YT l _ l Distribution White—Building department Yellow— Fire Prevention ; Pink—Pro Owner (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lanes serving the gate. Gate measurements on ends: (b) All gates providing access from a road to a driveway shall be located at least 30' from the roadway and shall open to allow a vehicle to stop without obstructing ' traffic on that road. Gate distance on driveway from road: (c) Where a one-way road with a single traffic lane provides access to a gated' entrance, a 40' turning radius shall be used. T radium measurements: ' . 127.4:WADDRFSSES $OR=BIJII DINGS vt . _ >�.AW. &*AVA MX All buildings shall be issued an address by the local jurisdiction, which conforms ^ to that jurisdiction's overall address system Accessory buildings will not be N required to have a separate address; however, each dwelling unit within a building shall be separately identifi Is address correct? Yes No 13° -, 127,,00%SUVOF�i & s �IgIJMBEItS�AND SYMB(lI S FOIifAI)DRESS Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. Letters, Numbers and Symbols correct? Yepo No ❑ iisM 22410)INSTAEEATION5LOCATIUN:AND\'ISIB115ITY OF Dl€ESSES ., (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address'shall be visible and legible from the road on which the address is located. Correct? Y No ❑ (b) Address signs along one-way roads shall be visible from both the intended , direction of travel and the opposite direction. Correct? Yes ❑ No ❑ (c) Where multiple addresses are required at a single driveway, they shall be N'6 mounted on a single post. Correct? Yes ❑ No ❑ (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing NI access to that site. Correct? Yes ❑ No ❑ r 6W..6:01'SETBACICtE?OR ST1tU� d UREtD . SB➢I E`SPi►CE' (a) All parcels 1 acre and larger shall provide a minimum 30' setback for buildings and accessory buildings from all property lines and/or the center of the mad. (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect ✓ ii Si1M RRACTICi}L;EFFEC RE UIRENIEN S „' . ' swz If a Building Setback is less then 30' from all property lines and/or the center of the road, the following shall apply: • Class A roof -Correct? Yes ❑ No ❑ ' / • Fully enclosed eaves on entire structure - Correct? Yes ❑ No ❑ /W7A� • Metal doors toward property line with insufficient setback Yes ❑ No ❑ • Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible I-Iardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials Correct sidina used on entire structure? Yes ❑ No ❑ '�i: 127602=IDISPOSALsUA'JIt7:i111I1VIABlT�V..ECrET�i1TION>Ai\'D,`,EUEI3S". - Disposal, including chipping, burying, buming or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel ' modification shall be completed prior to completion of road construction or final inspection of a building permit. Completed? Y No ❑ OTHER4'REQTS:'tINSTAI)1;*,TIOPI'OF'RESIDENTIAL'iF �xg RON 0500 If your property was part of a parcel sptit'after hily, 1991, you are required to N/A install residential fire sprinklers It is the property owner's responsibility to review the official parcel map to confirm ifs rinklers are required. Ares rinklersre? Yes ❑ No ❑ res rinklers'installed? Yes ❑ No ❑ No. violatlo arks Cleared MUST Vtr.�YT l _ l Distribution White—Building department Yellow— Fire Prevention ; Pink—Pro Owner INSULATION CERTIFICATE `- ''Job Number: 6870 Steve & Shirlena Dobrich 115240 Coutolenc Rd., Magalia CA Contractor/Owner Name Job Address (street, city, state) Butte County Subdivision Name s, Lot Number, DESCRIPTION OF INSTALLATION 1. ROOF � ' � Material: Brand Nam Thermal Resistance (R -Value): I Thickness (inches): I . 2. CEILING Brand Name: Knauf Batt or Blanket Type:', Fiberglass Thickness (inches): I 12 Thermal Resistance (R -Value): I 38 Loose Fill Type: I Fiberglass j Brand Name: I Knauf I Minimum Installed Weight/ft I .569 jib Minimum Thickness: I 13 I inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R-Value):1 38 I 3. EXTERIOR WALL Frame Type: A. Cavity Insulation Material:Fiberglass Brand Name: Knauf Thickness (inches): I 3 1/2 & 6 1/4 I Thermal Resistance (R -Value): I 13 & 19 I B. Exterior Foam Sheathing' Material: �� Brand Name: Thickness (inches): I I Thermal Resistance (R -Value): I 1 4. RAISED FLOOR { Material: I Fiberglass Brand Name: Knuaf Thickness (inches): I 61/4 I Thermal Resistance (R -Value): j 19 I 5. SLAB FLOOR/PERIMETER Material: I �� % Brand Name: Thickness (inches): I I Thermal Resistance (R -Value): I I Perimeter Insulation Depth Inches: I I 6. FOUNDATION WALL Material: Brand Name: Thickness (inches): j Thermal Resistance (R -Value): DECLARATION ' I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part_ 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicable. F-2,3 & 4 CiChico Insulation & Fireplaces Item Number's Signature and Date Installing Subcontractor (Co. Name) or, Item Number's Signature and Date GeneralContractor (Co. Name) or Owner A ' Installing Subcontractor (Co. Name) or . General Contractor' (Co. Name) or Owner 4 GeneralContractor (Co. Name) or Owner A ' Installing Subcontractor (Co. Name) or . General Contractor' (Co. Name) or Owner I PROVED " `-'OT Oa -i— wVlLOF- F-- Z F -N tt -�mw w V LL Zctw O QO �F-C) z> ZZ �tYQQS C) J `6 F- Z Q CO N %O y cV CO F- a� ��o vw�N www J� w C) >- (D ED mwww-� w x x x;d x x Z F- L") S J -1 (3- a - N O r') ,Q Q cn > Q Ln F- Q cn 11- O ON U O O cn O 1�7 f I=10 r�r f N .}, --atet VO " 77 Vll LJLJ 1w vr� Li ' -- -- -- ^ co = '1Q N CO OL tj f 4 m �} low, co !, �r r— p' Nvo .9-19OD e.aJ I � or oF1 � 24 4 LLJ OD ww j �o oF- -<v O w N Z cn w LL ,t7- i _ I l\ ;,. ,�-�� H n .. _ -. . � rn rn z n rn 10.8-14 4 T1)-7-7 6� J-4 1f4t 243$ 1f4 6 7 8 9 10 n All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detall Reports available from Truswal software, unless noted WARNING Read all notes on this sheet and give a copy ojit to the Erecting Contractor. Eng. JOb:.EJ. Job Name: BNDOBRICH Truss ID: D2 Qty: 3 Drw : ERG 11: -LOC RBAC'I SIZE RBQ' D TC 2x8 DFL 02 Plating'spec : ANSMI -1995 HORIZONTAL REACTION(S): 1 0-1-12 1940 3.SO- 2.07" BC 2x4 DFL #1 d Btr. - THIS DESIGN IS THE COMPOSITE RESULT OF support 1 -075 Its 2 24- 1-1.2 - 1940 3.50• 2.07• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. support 2 4751b BRO RBQDIRWCDnS show are based oEtlYbaded for 10 PSF non -concurrent BCLL PLATE VALUES PER ICSO RESEARCH REPORT #1607. This truss Is designed using the on the trusa material at each bearing PLATING BASED ON GREEN LUMBER VALUES. UBC -97 Coda. TC FORCE A27. Btm CSI environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate. handle. install and brace this must in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal software', Bldg Enclosed a Yes, Importance Factor = 1.00 1-2 -2196 0.02 0.3E 0.40 'ANSViPI 1','WTCA 1' - Wood Truss Council of America Standard Design ReWnsibilifim'HANDLING INSTALLING AND BRACING METAL Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category - B - 2-3 -1936 0.02 0.38 0.41 PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onoftio Drive, Bldg Length = 80.00 ft, Bldg Width - 2429 R 3-4 -1936 0.02 0 .3 80.41 Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at it 1 119th Street, NW, Ste &W. Washington, DC 10036. Mean roof height - 14.43 ft, mph - 80 4-5 -2196 0.02 0.39 0.40 UBC Standard Occupancy, Dead Load - 220 psf EC FORCE ASL BED CSI 6-7 1517 0.22 0.19 0.41 7-B 1003 0.06 0,32 0.37 ' 8-9 1003 0.06 0.32 0.37 9-10 1517 0.22 0.19 0.41 Wlli FORCE CSI WEB FORCE CSI 2-7 -624 0.35 3-9 791 0.35 3-7 791 0.35 4-9 -624 0.35 MAX DEFLECTION (span) : 1 1.1999 IN MEM 7.8 (LIVE) L- -0.09" D= -0.04' T- -0.13" Joint Locations 1 0-0-0 6 (1-0.0, 2 6-2-13 7 8-2-7 - - 12-1-12 12-1-12 3 12-1-12 ; 8 14- 0- 0 - I 1 - i 2 3 - - 4 /8.0.11 9 16-1-1 4 5 5 24-3-8 10 24-3-8 1000 10.00 , 10.8-14 4 T1)-7-7 6� J-4 1f4t 243$ 1f4 6 7 8 9 10 n All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detall Reports available from Truswal software, unless noted 12/9/2004 Scale: 1/8" - 1' WO: BNDOBRICH 1 Durfacs L=1.15 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2.0- 0 Design Spec UBC -97 Secin T6.4.12 - 0 WARNING Read all notes on this sheet and give a copy ojit to the Erecting Contractor. Eng. JOb:.EJ. This design is for an individual building component not truss system. It has been baud on specifications provided by the component manufacturer Chk' ABCD and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions DESIGNutilized are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain as tain that the loads on this design meet or exceed the loading imposed by the local building 9 KJD code and the particular application. The design assumes that the top chord laterally braced by floor bottom TC Live 49.50 psf ASSISTANCEis the roof or sheathing and the chord is laterally braced by a rigid sheathing material directly attached, unless otherwise Bracing noted. shown is Cor lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 12.00 psf ® environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate. handle. install and brace this must in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal software', BC Live .. 000 psf 'ANSViPI 1','WTCA 1' - Wood Truss Council of America Standard Design ReWnsibilifim'HANDLING INSTALLING AND BRACING METAL BC Dead 10.00 psf Camellia Dr., Paradise CA 95969 PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onoftio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at it 1 119th Street, NW, Ste &W. Washington, DC 10036. TOTAL 71.50 psf 12/9/2004 Scale: 1/8" - 1' WO: BNDOBRICH 1 Durfacs L=1.15 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2.0- 0 Design Spec UBC -97 Secin T6.4.12 - 0 R-9 3.4 24-3-8 6 7 8 9 10 11.6-10 SHIP Io -7-7 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. JOb:.EJ. This design is for an individual building component not truss system. It has been baud on specifications provided by the component manufacturer Job Name: BNDOBRICH Truss ID: D3 Qty: 6 Drw : - �BRG. X- LOC REACT sizes Rap' D TC 2x6 DFL #2 Plating spec: ANSVTPI -1995 HORIZONTAL REACTIONS) : TC Uve 49.50 psf 1 0- 1-12 1940 3.50 .2.07 .BC 2x4 DFL 01 a qtr. THIS DESIGN IS THE COMPOSITE RESULT OF support 1 -475 lb noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any 2 24- 1-12 1737 3.50• 1.85• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. support 2 -475 lb . r BRG REQOTREKBNTS shoe are based Oxtnbaded for 10 PSF non -concurrent BCL- PLATE VALUES PER ICBO RESEARCH REPORT #1607. This truss is designed using the BC Dead 10.00 psf an the trsssa material at each bearing PLATE CONNECTED WOOD TRUSSES' • (HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Trus Plate Institute (TPI) is located at D'Onofrio Drive, PLATING BASED ON GREEN LUMBER VALUES. UBC -97 Code. Madison, Wisconsin 53719. The American Forst and Paper Association (AFPA) is located at 1111 19th Sneer, NW, Ste SOO. Washington, DC 20036. TOTAL 71.50 psf - _ Bldg Enclosed = Yes, Importance Factor = 1.00 TC PORCH A= EDD Csi -- Truss Location a End Zone 1-2 -2196 0.02 0:38 0.40 - - - - Hurricane/Ocean Una - No. Exp Category - 8 2-3 -1936 0.02 0.38 0.41 - - - . - Bldg Length - 80.00 ft, Bldg Width - 2429 ft ' 3-4 -1936 0.02 0.38' 0.41 . Mean roof height = 14.43 ft, mph - 80 4-5' . -2196 0.02 0.38 0.40 - UBC Standard Occupancy, Dead Load - 22.0 psf BC PORCH MM BID CSZ - 6-7 1517 0.22 0.19 0.41 .. - 7-8 1003 0.06 0.32 0.37 - 8-9 1003 0.06 0.32 0.37 9-10 1517 0.22 0.19 0.41 WEB PORCH CSX WEB FORCE CST 2-7 -624 0.3S 3-9 791 0.35 -• - ' 3-7 791 0.35 .4-9 -624 0.35 - MAX DEFLECTION (span) : U999 IN MEM 7.8 (LIVE) . L- -0.09" D= -0.04" T- -0.13- Joint Locations =� 1 0-0-0 6 0-0-0 2 6-2-13 7 8-2-7 3 12-1-12 8 14-0-0 ' - 12-1-12 12-1-12 - 4 18-0-11 9 i6-1.1 1 2 3 4 5 5 24-3-8 10 24-3-8 1000 -10 00 , R-9 3.4 24-3-8 6 7 8 9 10 11.6-10 SHIP Io -7-7 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. 12/9./2004 Scale: 1/8' = V WO: BNOOBRICH DurFacs L=1.15 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec USC -97 Seqn T6.4.12 - 0 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. JOb:.EJ. This design is for an individual building component not truss system. It has been baud on specifications provided by the component manufacturer Chk: ABCD and done in accordance with the cement versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr: KJD are to bni verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads DESIGN utilized on this design men or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord TC Uve 49.50 psf is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Dead 12.00 ASSISTANCE noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any psf ® environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate- handle. install BC Uve ' 0:00 psf and brace this thus in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal software, ' 'ANSUTPI 1'.'WTCA I'- Wood Truss Council of America Standard Design Responsibilities,'HANDLING INSTALLING AND BRACING METAL BC Dead 10.00 psf - 793 Camellia Dr., Paradise CA 95969 PLATE CONNECTED WOOD TRUSSES' • (HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Trus Plate Institute (TPI) is located at D'Onofrio Drive, Madison, Wisconsin 53719. The American Forst and Paper Association (AFPA) is located at 1111 19th Sneer, NW, Ste SOO. Washington, DC 20036. TOTAL 71.50 psf 12/9./2004 Scale: 1/8' = V WO: BNOOBRICH DurFacs L=1.15 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec USC -97 Seqn T6.4.12 - 0 Job Name: BNDOBRICH Truss ID: A2 Qty: 11 Drwg: • , . i ORO x -LAC REACT SIZE REQ'D TC 2x6 DFL #2 1 0- 1-12 1487 3.50• 1.59• 2x6 OFL 1f2 2-5.6-9 2 14- 5-12 12611 3.50• 1.50• BC 2x12 DFL #2 3 20- 9-12 1106 3.50• 1. - WEB 2x4 OFL STANDARD 429-10- 4 1264 3.50• 1.50• TIE BEAM 2x4 DFL STANDARD BRO RWMRffifffiLTSehova ars based oNtATT1C WB 2x4 DFL STANDARD ou the truss material et each bearicGEIL BLK 2x4 OFL STANDARD Mark all interior bearing locations. TC FORCE AEL SIM ' CSI Drainage must be provided to avoid ponding. 1-2 -1785 0.01 0.13 0.14 Attic collar tie requires lateral bracing 2-3 -1495 0.01 0.42 0.43 shown plus bracing at the panel points of 3-4 -1249 0.01 0.42 0.43 the collar tie (unless noted otherwise), 4-S -382 0.00 0.31 0.31 or rigid sheathing is required. 5-6 -335 0.00 0.30 0.30 6-7 -513 0.01 0.50 0.51 7-8 -1379 0.00 0.50 0.50 8-9 -1372 .0.00 0.22 0.23 9-10 -1664 0.01 0.11 0.12 8C FORCE AXL END CSI 11-12 1339 0.12 0.11 0.23 12-13 1345 0.10 0.34 0.44 13-14 1003 0.07 0.34 0.41 14-0 1003 0.07 0.80 0.d7 0-0 1003 0.07 0.80 0.87 14-15 1003 0.06 0.30 0.36 15-16 1243 0.09 0.30 0.38 16-17 1240 0.11 0.09 0.20 MM FORCE CSI WEB FORCE CSI. 2-12 236 0.10 8-15 -558 0.26 " 2-13 -550 0.1S 9-15 -408 0.11 3-13 291 0.13 9-16- 267 0.12 TS 'FORCE AZL END CSI 4-18 -872 0.48 0.00 0.48 18-7 -1004 0.60 0.00 0.60 AN FORCE CSI AN FORCE CSI 5-18 ' 327 0.14 6-18 338 0.15 ' . t 10-7-7 TO -7-7 Plating spec: ANSVTPI - 1996 Attic room load - 40 psf, plus any added loads indicated Room LL Def(. is L1360. NOTE:MAXIMIMUM TRUSS SPACING IS 16.0' O.C. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT 01607. Loaded for 10 PSF non -concurrent BCLL Install Interior support(s) before erection. One row of cross bridging (X -bracing) may be required at centerline of room per NDS. PLATING BASED ON GREEN LUMBER VALUES. H 12-" 6-0-0 1 12-0-0 1 2 3 4 5 6 7 8 9 10 10r 00 10.00 n -10.0-0-1 10.00 , 5-3 10-10 - 10-10 3-10 3-10 100# 1� 30-0-0 r 11 12 13 14 15 16 17 UPLIFT REACTION(S): Support 3 369 lb HORIZONTAL REACTION(S): support 1 313 lb. support 4 313 lb. This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line - No. Exp Category - B Bldg Length - 80.00 ft, Bldg Width - 30.00 ft Mean roof height-. 14.37 ft, mph = 80 UBC Standard Occupancy, Dead Load = 220 psf -LOAD CASE 21 DESIGN LOADS Dir LPH LLoc R.PIf R.Loc L IJTL TC Vert 8200 0.0-0 8200 7-1-12 0.80 TC Vert 95.33 7-1-12 95.33 11- 0-10 0.69 TC Vert 82.00 11-0-10 8200 18-11-6 0.80 TC Vert 95.33 18-11-6. 95.33 22-10-4 0.69 TC Vert . 8200 22-10-4 82.00 30-0-0 0.80 SC Vert 13.33 0-0-0 11.33 7.1-12 0.00 BC Vert 66.67 7-1-12 . 66.67 22-10-4 0.71 BC Vert 13.33 22-10-4 13.13 30- 0- 0 0.00 , 4.7 V 13.33 11-0-10 13.33 18-11-6 0.00 `...Type._ lbs X.Loc LL/TL TC Vert 100.0 19.0- 0 0.69 TC Vert 100.0 21.6- 0 0.69 BC Vert 526 7.1-12 0.00 BC Vert 90.0 17-10-4 0.69 BC Vert 526 22-10-4 0.00 MAX DEFLECTION (span) : U999 IN MEM 13-14 (LIVE) L-.0.16" D= -0.07" T-4.23" - Joint Locations 1 0-0-0 10 30-0-0 2 4-0-0 11 0-0-0 3 7-1-12 12 4-0-0 4 11-2-12 13 7-1-12 5 12-0-0 14 10-0-0 6 18-0.0 15 22-10-4 7 18-9-4 16 26-0-0 8 22-10-4 17 30-0-0 9 26-0-0 18 15-0-0 NO; 989 7D Ex .3/ qlE QF 1 4 Scale: 1/8" = 1' WO: BNDOBRICH Durfacs L=1.15 P=1.15 Rep Mbr Bnd 1.00 O.C.Spacing 1- 4- 0 Design Spec UBC -97 Seqn T6.4.12 - 0 OVER 4 SUPPORTS All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. WARMING Read all notes on this sheet and give a copy ojit to the Erecting Contractor. Eng. Job: .EJ. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer Chit: ABCD and time in accordance with the cunern versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr' KJO ' ato be verified by the component manufacturer and/or building designer prior to fabrication The building designer must ascertain that the loads re DESIGN utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord TC Live 49.50 psf ASSISTANCEnoted. is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached. unless otherwise Bracing shown is for lateral support of components membra only to reduce buckling length. This component shall not be placed in any TC Dead 12.00 psf ® environment that will cruse the moisture content of the wood to exceed 191/o and/or cause connectorplate corrosion. Fabricate, handle. install BC Live 0:00 psf and brace this suss in accordance with the following standards: 'Joint and Cuning Detail Reports available as output from Tnrswal software, BC Dead 10.00 psf CA 95969 TPI i',TCA 1' •Wood True Council of America Standard Design Responsibiliti='HANDLING INSTALLING AND BRACING METAL 'ANSI/TPI'W WOOD TRUSSES' (HIB•91) and'HIS-91 SUMMARY SHEET by TPO he Truss Plate Institute (TPI) is located at D'Onofrio Drive. L7!3 Camellia Dr., Paradise PLATE CONNECTED - Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA)-is located at 1111 19th Street. NW. Ste 800, Washington DC 20036. TOTAL 71.50 psf MAX DEFLECTION (span) : U999 IN MEM 13-14 (LIVE) L-.0.16" D= -0.07" T-4.23" - Joint Locations 1 0-0-0 10 30-0-0 2 4-0-0 11 0-0-0 3 7-1-12 12 4-0-0 4 11-2-12 13 7-1-12 5 12-0-0 14 10-0-0 6 18-0.0 15 22-10-4 7 18-9-4 16 26-0-0 8 22-10-4 17 30-0-0 9 26-0-0 18 15-0-0 NO; 989 7D Ex .3/ qlE QF 1 4 Scale: 1/8" = 1' WO: BNDOBRICH Durfacs L=1.15 P=1.15 Rep Mbr Bnd 1.00 O.C.Spacing 1- 4- 0 Design Spec UBC -97 Seqn T6.4.12 - 0 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: • (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 PERMIT NO. BP043630 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 09/16/2005 APN: 065-530-019-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect - Site Address: 15240 COUTOLENC RD MAG License Class : License Number: Map Index: Date: Contractor: OWNER -BUILDER DECLARATION Description: NSF(3013)GAR(533)COV(567) I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 DOBRICH STEVEN M &SHIRLENA M Business and Professions Code: Any city or county which requires a Owner. permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 13558 SOUTH PARK DR signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section MAGALIA, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95954-9593 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the (530) 873-0199 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: DOBRICH STEVEN M &SHIRLENA M owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 13558 SOUTH PARK DR sale. If however, the building or improvements are sold within one MAGALIA, CA year of completion, the owner -builder will have the burden of roving that he or she did not build or Improve for the purpose of 95954-9593 ale.). (530) 873-0199 IS I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and P'rofe'ssions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Busines a d Professions Code Date: d � 2Z I? Owner: ,f WORKERS' COMPENSATION DECLARATION I hsreby affirm under penalty of perjury one of the following declarations: 1 have and will maintain a certificate of consent to self -insure for License #: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: HUBLEY, MICHAEL D. 9 insurance carrier and policy number are: Carrier: ct �//�� £-A•�s� Ch�j A%r bsl/fl' '� V - v Policy M,019 _? 7 73 © Y Total Square Ft: 4113 S. F. ❑ I certify that in the performance of the work for which this permit is Valuation: $217,709.00 issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions.Oec r �,L/1214,11 # I (1 O tO l.1f� '1 li Date: ��GF .� ]QUI t2,1)�q $��"IlQ`� iLeC �3523`i Applicant: �✓ ,q2� i2(olo5 92ec# y353`�5 WARNING: Failure to secure workers' compensation coverage is 2, .-7 1 unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to do work indic ed above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By: Date: l Cf _ 1 (b -os os Address: PERMIT EXPIRES ON: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety.Code, which regulate the storage, handling and use of hazardous materials. ❑ • Notification in accordance with Section 19827.5 of California Health & Safety Code isnot applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the o er. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or docu nt of B e County. I hereby authorize representatives of^Butte ' County to enter upon the above mentioned property for inspection purposes. Print Name: eyC �Y yj lJo 4-, a Signature: Date: 02 Owner 0 Contractor 0Agent for Owner ❑ Agent for Contractor WI'IIdar) 435tq.83 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES N BUILDING PERMIT APPLICATION I AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CH1CO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION "PLEASE PRINT CLEARLY" ARCHITECT/ENGINEER OWNER Last Name 1\" k city irst Name �l (maic /,/, Address /JsyB d ( %h Af "v� City ..GILf7 Zip y State Zip Phone 0a 73n Lic. #7S&.26Class Fax 427-3 t� E-mail ARCHITECT/ENGINEER Name ,C3 r d�l' " 4 i r;? Name city Address Zip 956. City 11Aa�( /;o Sta Zip y –Phone3 .6 72- ��E-mail Lic. #7S&.26Class � L ARCHITECT/ENGINEER Name ,C3 r d�l' " 4 i r;? Address city Stated Zip 956. Phone , �� Q V Fax E-mail State License Number APPLICANT NAME Name � � '8 Address 3,.Ss R A -1V Ap0 City /y%WOIWA;9 State Zip Sgoy Phone jr 7� , p �J / Fax Y3_11g E-mail APP (CANT / NAT RE X <" For office use on AP# Zoning Flood Zone SRA Yes No Occ. WORKER'S COMPENSATION Type Const. Subdivision Name If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Map Book Page Lot # Planner Date Approved: PERMIT NO. BP 043 � BIN 9- n I LOCATION AP# Property Address City Cross Sheet 5 / /jun %w,' WORKER'S COMPENSATION Policy Number 003 7 — 041 Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY am Address Description or Scope of Work: ,4Tr- G Ar— 10 0O cov 5U-7 Sq. Footage ❑ Stru a Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received by: kill r— Receipt #: 4 (q Of 0 Date: 1 1 �� Amount: f �� �) Bldg SRA Sheriff SMTP Other (� �• 8 q Total REV 7-27-04 �I If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 . SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND /N INIC ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paperl ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). El 13—Sanitatifln-and-site-planaronmental-HealthDepadill 13L Remaining items needed to issue the permit. Additional items may be required after Plan Check and,Planninq review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 utte County Department of Development Services JNNE CHRISTOPHER, DIRECTOR O 7 County Center Drive M Oroville, CA 95965 (530) 538.7601 Telephone (530) 538-7785 Facsimile co TO: ' FROM: 1 SUBJECT: O � DATE: WILLDAN �U T rF o o COU N'�y Scott Rutherford (530) 538-7160 sruthe rford(a)buttecounty.net Plans Transmittal For Review Per Contract 1/12/2005 Applicant: Dobrich, Steven Permit No: 04-3630 Project Type: NSF/Gar/Cov APN: 1 065-530-019 100% 70% Plan Check Fees $ 1,427.93 $ 999.55 $ 1,427.93 $ 999.55 WILLDAN Fee $ 999.55 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements - Other Other COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER D41 115 R t. C !-1 ASSESSOR PARCEL NUMBER Q6 5. 5 3 dD d 1 C) Proposed Building Use: Jssf:-, Counter Technician: ' Date: 11 • Z 9. C a, Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. -fj�• 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. / 4. Engineered truss details and layouts in duplicate. No faxes! 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13.. Detached Accessory Building Form filled out by the owner O14❑ . Hazardous Material Form 5. - anitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable.. ther Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 7 t� ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by 0 19. Soils Report and/or Engineered Foundation required ........................................... 20 Erosion Control Plan Required........................................................................ O - ........ (VCees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ ity of Chico Plumbing permit........................................................................ 23. California Department of Forestry plan approval [maid. Sent by: VW.!.11510't 5-F 05 r_ 2 Planning approval (A) Use: (B)Parking: (C) Parcel Check: 5. Contact Land Development about -improvements, -Drainage ......................... 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... 31. Owner -Builder Verification (_iGiven to owner, _Mailed to owner) ..................... 32. Letter of Signature authorization......................................:............................. 33. Recorded copy of Agricultural Acknowledgment Statement.. ............................... 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or exp'r d its ......................................................... >. eed Restriction...(:e.............................. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: '{ ❑ 39. Other: When issued Telephone and hold for pickup. I have been informed of the above item` and requirements for obtaining a building permit. Applicant: AI a 1. Index permit applicatid or the above items numberecY Plan Check Letter 2. Additional items reqWred Contractor, designerowne as advised of the above data by phone, ❑ mail, ❑ counter, by � Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: III ITA Date Structural reviewed : Date: Structural approved by: Date: ' Note transfer by: M Date: 61 io Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER a 4;_�+ GH PROPROSED BUILDING USE J S F L36131 53:3) jQ ca v V ` 1. BUILDING PERMIT FEES f --- Balance Due ..................... $ --- Additional Fees Due........... $ W--- -- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) A. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ 3�a0• "— Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES A.P. # e5 •53, .a l -I DATE _I 1 -741 - -:> -- RECEIPT # U '? �') C(d DATE REC. q/05 �,6 , q/lq/o5 K. 3-� 523' 4Z/Iq/a5 (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) v"7. SRA FIRE INSPECTION AND PLAN CHECK FEE 'IP89:09-(paid at Building Division) • =16 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. OTHER 77 `" �C� (p (✓U At time of permit application, I was advised the ab a fees re required to be paid prior to issuance of the permit. These fees may be changed during the plan chec ' g proces . APPLICANT DATE r �� 0 C1 41114019 11•a9•o4 Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) A WILLDAN Serving Public Agencies March 3, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 Tel: (530) 538-7169 Fax; (530) 538-2140 SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com Willdan Project No: 14353-1322 Jurisdiction Job No: 04-3630 Assessor's Parcel No: 065-530-019 Description: Dobrich Residence, Coutolenc Road, Magalia Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The revisions were in response to a previous plan review and comments listed in our letter dated February 7, 2005. The plans and documents provided for this review that have been found in compliance with the applicable codes are: • Plans: Two (2) copies (10 sheets) dated 12/2004 revision dated 2/17/05 by Brant Nightingale; two (2) copies of site plan not dated • Structural Calculations: Two (2) copies dated 2/16/05 by Vertical Technology Engineering • Energy Calculations: Two (2) copies dated 2/25/05 by Paradise Mechanical • Truss Calculations: Two (2) copies dated 12/06/04 by Design Assistance The plans have been stamped with the Willdan approval stamp and dated the date of this letter. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. r APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as "CBC". • Part 3, known as the California Electrical Code and abbreviated herein as "CEC". • Part 4, known as the California Mechanical Code and abbreviated herein as "CMC". • Part 5, known as the California Plumbing Code and abbreviated herein as "CPC". • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as "CECS". CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. This information is consistent with that shown on the plans. Type of Occupancy Type of Construction Sprinklers Stories 1" Floor Sq Ft 2° Floor Sq Ft Total Sq Ft R-3(Dwelling) V -N No 2 1895 805 2700 U-1 (Garage) V -N No 1 1003 NA 1003 R-3 (Covered Porch) V -N No 1 567 NA 567 R-3 Unfinished Attic) V -N No 1 410 NA 410 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. Because the attic has stairway access, approval is contingent on a deed restriction being recorded. Please contact Butte County as soon as possible about initiating the required deed -restriction recording process. County of Butte Residential Accessory Building & Space -Use Matrix DEFERRED SUBMITTALS Our plan review reveals no deferred submittals noted at this time. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBQ7 701. Michael .LeBeau Gordon Wright, P. . Plans Examiner Plan Check Engineer Cc: E-mail Alice Mefford at: amefford@buttecounty.net Steven Dobrich, 13558 South Park Drive, Magalia, CA 95954 Fax: (530) 873-1183 Brant Nightingale, Fax: (530) 877-4589 Page 2 off Willdan '14353-1322 PC2fi Butte County 04-3630 ,;a . . --. R ri t AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document, Recorded 03 -Jan -2005 2005-0000167 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals; including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date ZeL 34 - 0�/ State of Cal' o nia ) County of ) On - 3- Qc::; before me, personally appeared 4 T) Q` lls ern P 1 f � personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS m n cial seal. Signature'a. ° .� Seal: 4 m L. BOMAN T- ' Comm. #1341474 NOTARY PUBLIC CALIFORNIA Q A.P. # ©�%' ` BUTTE COUNTY My Commission Expires Jan. 27, 2006 EXHIBIT "ONE" Parcel I: Parcel 3, as shown on that certain Parcel Map, filed in the Office of the Recorder of the County of Butte, State of California, on September 20, 1974, in Book 50. of Maps, at Page(s) 61. Parcel II: A Non -Exclusive Easement over a strip of land 30 feet in width lying Westerly of and contiguous to the Westerly boundary of the Southerly 460.66 feet of Parcel I, described above. Assessor's Parcel No: 065-530-019 2 `B° ILDY 3Y AFI.���TI V- � R-1,^�.✓.• 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. :k 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES[/] NO[ ]. 2. I HAVE [ t1] HAVE NOT [ ] signed an application for a building permit for the proposed work. �3. I have contracted with the following person (firm) to provide the proposed construction: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: -* PROPERTY OWNER: *DATE: /,) - 02 ? —© V NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile Dear Property Owner: 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 your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and -the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o 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. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o 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 their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons .professing to be contractors is to secure an "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 in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. X i6� Mic el C. Vieirl, C.B.O. Ma ager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. T rF o < 0 c \ ® 6 Ac0UN' ' Lie WORD Department J. Michael Crump, Director Public Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (N.PDES) Phase 1e Construction Storm Water Permit and Stora Water Pollution Prevention Plan (SWPPP) Acknowledgement LLESS THAN 9 ACRE Project Description: �Z(h F i►'�I�,r� Project Location and/or Parcel Number: �k) % E 1 t1,1 c /fY �K G-�Zd ry By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more .of land and that 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 build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: V Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 5384356 Download Forms: www.buttecounty.net/publicworks/forms.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone 530) 538-7157 Ext. 2016 Permit Number 030 33 a. 6 District APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permnit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information exce t signature must be typed or le 'blprinted.) 1. Applicant's Name: C, -� 1 a. Company Name: / 2. Address: eel 3. Phone:4. ,53P ' i 7 - P199 Assessor's Parcel Number: 06-5-- '3o - a 1 9 5. Location of Work to be Done 6. Applicant's Signature , 7. Date: CONTRACTOR'S INFORMATION 8. Contractor's Name 9. Address 10. Phone: 11. Fax: �r 12. Contractor's License Number:.,y-P B,., 2, �J 13. Certificate of Insurance: Yes No: ❑ 14. Contractor's Signature: 0� 14a. Date Signed: - 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: Sidewalk: ❑ 17. Driveway (List Type):18.Other: 6_ , 7 , PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby granted. 19. Conditions � �i A roa c4 to %e Xz A C wC M P . hhll / FJ �T �G 0x,/6 �S G Q Q tAi Q . Underground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 20. CO All work shall conform to accompanying: Detail K Plans ❑ Special Conditions IN 21. Date Issued 3 // 9 3 22. Expiration Date: 3 ! Q G 23 Surety: eS Mike Crump, Director of Public Works By: ** Note: If permits are faxed to any number besides (530) 538-4356, they can be delayed up to one wee. Page 1 of 2 General Conditions - See Page 2 .ATI O N: DATE: /Z / > a /o 2. Cou7'o/enc t�' d ' FOREMAN: T Yankce DISTRICT: / MIN. DISTANCE: PERMIT#: — ---C SPEED LIMIT OF ROADWANO15R m DRIVEWAY LOCATION: DISTANCE TO NEAREST INTERSECTION: SIGHT DISTANCE OOD ❑ POOR IF POOR — RECOMMENDATION TO IMPROVE: O CUT BANK O REMOVE VEGETATION (TEMPORARY) ❑ OTHER (EXPLAIN) ADJACENT TOPO ❑ FL CUT SLOPE FT. ❑ FILL SLOPE FT. ❑ CURB AND GUTTER ❑ AC DIKE ❑ EXIST. DIST. � TO EP FT. DRAINAGE RECOMMENDATIONS O NONE ❑ SWA 0-'C'ULVERT MIN. DIST. FT. MIN DEPT EDGE OF EXISTING PAVEMENT (EP) c� z J 12' MIN. 2V MAX. -NOTE: IF GREATER THAN 109 UP OR DOWN ER TO ENGINEERING. MAX. 1 FOOT VERT. RISE 0 ROP PER 10 FEET HORIZ. DISTANCE AREA TO BE PAVED — R/W DIAMETER H TO IL—FT. N. EP LENGTH '1 FT EXIST. DIST. I MIN. I ❑ OTHER (EXPLAIN)I I MA DIST. i 2% NOTE: MIN. DEPTH I PAVEMENT TO EXTEND --�_ HAX, 10g AT 29•' CROSS SLOPE OR MATCH EXISTING ROADWAY CROSS SLOPE. N.T.B. PRIVATE DRIVEWAY FIELD REVIEW �'"'T "4 T ai E.H. us Piot Pie,, Aitacl sa Boor Plan Attached Seem to B.D. / l f�e7'd TO: Building Department acid, y FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approvego�, Sewage Disposal , V�rter Supply: .,Public Irivate Well Hold final for: Final clearance O.K. for: NOTE: nm'ental Wealth Spe list `j-aA 8196 I BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District IPA -a" /.s Building Department No. �00 A.P. Number J nsdiction: city County Property Owner Property Location/Address Subdivision Lot No. 7 .. . .... . ....................... ............... Residential Development = No of ?ling Mobile Home Addition/ *Supplemental to Units Installation Conversion Permit # *(No foundation inspection) L................................................... . .... Commercial/Industrial l— I=1 Sq. Footage ) / 0— (Group R) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (including Exterior Roofed Areas) Date District Identification No. V 5 zz./ 2,e 11*4 School District certifies that JApplicant) (Street Address) (Phone Number) (City) (State) (Zip Code) I- — zz/1 has complied with the requirements of Resolution No. by payment of 5-G. 7U representing square feet. 2926 FULL MITIGATION $ School District Representative Date Paid by Check # Remarks: Notice: You may protest the Imposition of the tea Identified above by submitting a written protest to the DWbIM In compliance with Government Code Section 66020(a). within 90 days from the date few are paid. Fallute to submit a timaly written protest will'prohlblt you from challonginj On Imposition of the fen In any court action. If, subseciLmwit to the School District Representative signing this Suft County Schools Impact Fee Certification Form, the School District Is tollMd by it* applicable Local Planning Agency that this project Is being roviwmd under it* California Environmental Quality Act (CEQAh thleproject may be wjbjod to additional school fen to fully ~*.its Impact on the school schools. ,White (applicant), Yellow (building department),. ink (school district) feeform.xis (10/03)dmm AND WHEN RECORDED MAIL TO-,.-,,/!, BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:45AM 03 -Jan -2005 REC FEE 10.00 CONFORM, 1.00 Kathyh Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building. permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within, said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Ji Ic A711e '(1titd ' 'i'44,' T `ch6 Date /L3O-Oma/ State of Cal' ornia County of ZLtbL On I- �5- C5S before me, personally appeared 1Yh 'D 611f tr�' C '�6 kein4 P'l 1,'-b9' � personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS m n an cial seal. Signature Seal epi fP:•�. r"ear L. BOMAN r m Comm. #1341474 _ NOTARY PUBLIC CALIFORNIA O G) s BUTTE COUNTY —► A.P. #� ��� l 1 U' My Commission Expires Jan. 27, 2006 EXHIBIT "ONE" Parcel I: Parcel 3, as shown on that certain Parcel Map, filed in the Office of the Recorder of the County of Butte, State of California, on September 20, 1974, in Book 50 of Maps, at Page(s) 61. Parcel II: A Non -Exclusive Easement over a strip of land 30 feet in width lying Westerly of and contiguous to the Westerly boundary of the Southerly 460.66 feet of Parcel I, described above. Assessor's Parcel No: 065-530-019 I 1 SITE PLAN REVIEW APPLICATION Date: 3/�/o` AP# OOP S - S30'Q l Permit Number (if applicable) d ' 3630 APPLICANT INFORMATION Parcel Size: D0�� CA -- Owners Name: Owners Address: Telephone No.:. ` Situs Address: Proposed Use: 8'7.3-0i�.q.9. ., 4,q � Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer , ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic • ❑ Agricultural Exempt Building ❑ Other: ❑ Single Family Remodel ❑ Commercial Remodel ' ❑ Industrial Remodel ❑ Well 6-• DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved' 2~ By 4 Date a Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: V Snow Load Area: •257'40 * 3000. ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required) �"� SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: -06 00 7 C_ 0 OG ' Index Date: TY ❑ Sacramento River Reclamation District (Approval must be obtained from the Cal forma Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------- —---- ------------------ ------ —------ ---------------------------------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: % /YI - S w P 6PIA Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street C'W , l0 i 3101 '30( 020 1 R, S L. Rear /D , 301 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 (V Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Amount '-Formula --------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel "❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑. Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: —El Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements - Page 3 of 5 In Subdivision Map/Parcel Map: Map Date of Recording: / e) Lf Lot: Book: ✓ v ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: (a I Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa Page 4of5 d,, ❑ 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best of review. available data at the time CAL.arryslBuilding Permit Site Plan Reviewl.doc Page 5 of 5 �w-�m R.E.sue v, R/S 39/88 Ue Mee All. Gnta SURVEYOR'S CERTIFICATE This MOP was prepared 07 me or under ) m7 direction .4s and complied from .cord data and Is eased upon a field s trey /n .anter..... s,IbT the reaullemente of the SUBDIVISION MAP ACT .t the I.4uee/ et Rode.v K..so 0ecemeer ZD—. 1973. I a ..hy L•er/ffy that /t' cont.(me /a the OPP/... 4 balolb. mop add t cend/Ilen1 of oPProral there.% That all yv.� Provision. of .Poll. able •lot. to. and let g��p ard/naeee4 have hew. -P/hd with. L.S. oh. W. Mama7.- 2 \SOF Lie as.d Lond Swve7 ts't COUNTYSURVEYQR45 CER`TIFICATE This o has Nen ese.lned this /` do7 of Jrj,./974, 1.I con/efman.e with the r10elr1 meet. e/ S..11ae 1/979 a/ the SUBDIVISION MAP ACT. Cloy Cas//eh.ry Coutl Surveyor County o/ BNre RECORDER'S CERTIFICATE FI/ed 0,974- nr R; So /�a, In Beo1 a/ PARCEL APS of O q.�.1 the Ieeuwe/ of ecw er SCALE I'-100! County of Butte by O.Puty SERIAL No 9 B L s - N BB'OI. 25'E 2601.62 c..Ulas.? C Ip 'zee r 706.73 249.68 320.44 YY 'Ispo. L.S.780 BASIS OF BEARING NOTES RODNEY KOPSA s•. /3 39/91 Th. North one of the S. E. 1/4 or Salim I: 0—n as p A PORTION OF THE S. E. I/4 OF SECTION 7 • +Found 3/4' Iron pipe L.S. 2843 N.rth 89'01'25'Epsl m Owed filed in Boot 1353 w hbq. 144 b 0 N O = Sol 3/4" Iran pips LS 2843 I W' 2 m 1.84 A.. _ 2.87 At n ... m p� JOHN W. HAMBY L.S 2843 UC£NSED LAND SURVEYOR . b w•� w N) DECEMBER -20. 19-73 b l " m NBB'12fE 249.681 !19.66 . I 1 Iso P w , N88d2sE 320.44 r; 'I [� • aI n '• t p4 „i w 3a: ]a• I I c I 0 A j..A, u, cin o � a so --_ 2a p0 \ . 1 COUTOL ENC � ' ..20" R • 335.00 L' �tR:33 49.01 \ _ R D rr5i'20' R •958.00 L -3tO3 �w-�m R.E.sue v, R/S 39/88 Ue Mee All. Gnta SURVEYOR'S CERTIFICATE This MOP was prepared 07 me or under ) m7 direction .4s and complied from .cord data and Is eased upon a field s trey /n .anter..... s,IbT the reaullemente of the SUBDIVISION MAP ACT .t the I.4uee/ et Rode.v K..so 0ecemeer ZD—. 1973. I a ..hy L•er/ffy that /t' cont.(me /a the OPP/... 4 balolb. mop add t cend/Ilen1 of oPProral there.% That all yv.� Provision. of .Poll. able •lot. to. and let g��p ard/naeee4 have hew. -P/hd with. L.S. oh. W. Mama7.- 2 \SOF Lie as.d Lond Swve7 ts't COUNTYSURVEYQR45 CER`TIFICATE This o has Nen ese.lned this /` do7 of Jrj,./974, 1.I con/efman.e with the r10elr1 meet. e/ S..11ae 1/979 a/ the SUBDIVISION MAP ACT. Cloy Cas//eh.ry Coutl Surveyor County o/ BNre RECORDER'S CERTIFICATE FI/ed 0,974- nr R; So /�a, In Beo1 a/ PARCEL APS of O q.�.1 the Ieeuwe/ of ecw er SCALE I'-100! County of Butte by O.Puty SERIAL No 9 B L s - PARCEL MAP FOR - LEGEND BASIS OF BEARING NOTES RODNEY KOPSA • • rand Inonumenl a. need Th. North one of the S. E. 1/4 or Salim I: 0—n as No eWd—. of d—llc wet—labl.. � A PORTION OF THE S. E. I/4 OF SECTION 7 • +Found 3/4' Iron pipe L.S. 2843 N.rth 89'01'25'Epsl m Owed filed in Boot 1353 w hbq. 144 O = Sol 3/4" Iran pips LS 2843 ONi I.1 Records of Buns County AO extortor dimensions mwosursd Par Deeds T. 23 N. R:4 E. IIl.O B. a AI. 13530 R. 144 and 17130.8.142. BUTTE COUNTY CALIFORNIA • - - JOHN W. HAMBY L.S 2843 UC£NSED LAND SURVEYOR 051 PARSON. ROAD PARADISE. CALIFORNIA DECEMBER -20. 19-73 Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING March 21, 2005 Steven Dobrich 13558 South Park Drive Magalia, CA 95954 Sierra West Surveying 5437 Black Olive Drive Paradise, CA 95969 Subject: Building Permit — 04-3630 (New House) Dear Mr. Dobrich: The Butte County Department of Development Services, Planning Division, has received an Erosion Control Plan on March 18th for the above mentioned permit. This Erosion Control Plan was a requirement for building, as your property is located in a Watershed Protection Zone. This Plan was reviewed by the Engineer in the Public Works, Land Development Division, and was returned to me so that I could return it to you. Revisions are required on this Plan, and the Engineer, Eric Schroth, has indicated where these changes are required on this Plan. I have returned a copy to both you and Sierra West Surveying in order to expedite this process. Should you have any questions please feel free to call Lana Adler, Assistant Planner, between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7601. Sincer ly, Stephen Streeter Planning Manager ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 5384356 Download Forms: www.buttecounty.net/publicworks/forms.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone 530 538-7157 Ext. 2016 Permit Number 030 33 a- E District APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or le iblprinted.) 1. Applicant's Name:�S I , 71 � .'..? . ��b la. Company Name: �./ • 2. Address: 1� 41 �i�h' A/' zwKry -- - -- 3. Phone:4: ,3-,3,9 30/99 Assessor's Parcel Number: 5. Location of Work to be Done — /- 4 , il-W 14 Pir 6. Applicant's Signature7. Date: f pJ -/�%- �e2 CONTRACTOR'S INFORMATION 8. Contractor's Name / 9. Address 10. Phone: 11. Fax: 12. Contractor's License Number: 13. Certificate of Insurance: yes No: ❑ 14. Contractor's Signature: ,�� 14a. Date Signed: 15. Authorized Agent TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: Sidewalk: ❑ 17. Driveway (List Type): 18.Other. PERNUT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, Permission is hereby ted. 19. Conditions .� Q roac4 to tae �z C w C MP. /�2 0+ �aad t�J Underground Service Alert .SA. must be notified two working days prior to any excavation. 800-227-2600 20. 9 All work shall conform to accompanying: Detail §q Plans ❑ Special Conditions 29 21. Date Issued 22. Expiration Date: 3 ! Q G 23 Surety: I eS Mike Crump, Director of Public Works By: "Note: If permits are faxed to any number besides (530) 5384356, they can be delayed up to one weak. Page 1 of 2 General Conditions — See Page 2 AV IL APPLIED TESTING CONSULTANTS MATERIALS TESTING, ENGINEERING AND INSPECTION September 2, 2005 County of Butte Building Division 7 County Center Drive Oroville, Ca 95965 Re: Dobrich Residence Building Pad Certification- Magalia; Ca Gentlemen: We have completed compaction testing on the building pad for the new Dobrich Residence building pad located at 15420 Coutolenc Road in Magalia, Ca. The building pad was completed prior to our arrival. The building pad was constructed.. on a cut fill slope out of native material with approximately five feet of fill at the deep end. The pad was excavated and tested, at random locations throughout the pad at approximately one foot intervals up to. finished pad grade. The nuclear density test data sheets and moisture density curve per ASTM 1557 are attached. Based on the test data compiled on this project and witnessing the earthwork operations, we certify per Article 3, sections 6735.5 and 6735.6a of the Business and professions Code that. the pad was properly moisture'. conditioned and compacted in accordance with chapters 18 and 33 of the 1997 Uniform Building Code. Applied.Testing Consultants is not a licensed surveyor. We do not verify or certify grades or elevations. Test elevations are derived from information provided by the contractor and/or the client. 'Applied Testing Consultants is not the foundation design engineer for this project.. Designs for consolidation, differential settlement and bearing on fill materials are by others. Please call if you have any questions regarding e Very truly yours, Brad Forsyt e Vice President Director of Operations C-038692 Exp. 3%31104.0 - Staff Engineer 3060 Thorntree Drive, Suite 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 1600 Starr Drive, Suite C * Yuba City, CA 95993 * Telephone: (530) 671-4473 * Facsimile: (530) 671-6770 APPLIED TESTING CONSULTANTS MATERIALS TESTING, ENGINEERING AND NSPECTION Nuclear Density Testing Report Per ASTM 1557 Report Seq. No. 1 Client: Steve Dobrich Page: 1 of 1 Address: P.O. Box 1681 Date: 8/24/2005 City, State: Magalia, CA 95954 Tech: D. DeMuth Attn: Steve Dobrich Project: Dobrich Residence Soil Description: Gauge # CALIBRATION DATA: Density Std.: Moisture Std.: Density Xi : Moisture Xi Compaction Equipment: Not Specified Req'd % Compaction Curve No.: T-1 Max Dry Density: 98.9 Opt. Moist. Content: 22.8 90% Test # Test Depth Location:, House Pad Elev." Wet Density H2O Density Dry Density Moisture Content % Comp. Results 1 6" North End FPG-4' 113.9 24.0 89.9 26.7 91 % PASS 2 6" East End FPG- 2.5' 116.1 24.5 91.6 26.7 93% PASS 3 6" West End FPG- 1.5' 113.1 21.1 92.0 22.9 94% PASS 4 6" South End FPG 114.2 22.8 91.4 24.9 93% PASS REPORT: Arrived at jobsite at 1200 hrs. to perform compaction testing of the House Pad. Performed 4 nuclear density tests at random locations as indicated above. The test results indicate at least 90% relative compaction. Note: The results of these tests apply only to the soil at the location and elevation at which the tests were performed. No other conclusion is rendered based upon these tests unless such conclusion is presented in the form of a report. Copies to: Reviewed by: 3060 Thorntree Drive, Suite 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 1600 Starr Drive, Suite C * Yuba City, CA 95993,* Telephone: (530) 671-4473 * Facsimile: (530) 671=6770 „Fr APPLIED TESTING CONSULTANTS ATE ASTM 1557 Moisture/NenRIS Client: Address: City, State Zip: Attn: Project: Soil Description: Sample location: Sample depth: Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss: % Moisture Content: I VV.V 99.0 `u 98.0 CL .y 97.0 C 0 96.0 p 95.0 94.0 93.0 STING, ENGINEERING AND INSPECTION u rve Steve Dobrich P.O. Box 1681 Magalia,. CA 95954 Steve Steve Dobrich Residence Redish Brown Sandy Silt W/ Small Gravel N/S N/S 1 2 3 4 5 350 450 250 550 6925 7000 6698 7000 2845 2845 2845 2845 4080 4155 3853 4155 120.01 122.21 113.31 122.2 98 . 51 98.51 95.01 97.1 Sample No: T-1 Date: 26 -Aug -05 Tech: B. Carter Sample Weight: 5000.0 g 1 1 2 3 4 1 5 1 Rock Correction' ASTM D4718 926.6 957.8 964.5 958.0 Total sample wt: +3/4 rock wt: % of +3/4 rock: Specific Gravity of +3/4: lRock adj. density: 776.2 789.2 821.6 779.0 84.7 86.3 80.9 86.3 691.5 702.9 740.7 692.7 150.41 168.61 142.91 179.01 21.7%1 24.0%1 19.3%1 25.8% = 17939x3 - 14755x2 + 3932x - 243.24 R2 = 1 17.0% 18.0% 19.0% 20.0% 21.0% 22.0% 23.0% . 24.0% 25.0% 26.0% 27.0% I Moisture Content (% of dry weight) Max density from curve: 98.9 Max adjusted density: 98.9 pcf This test was performed per ASTM 1557 Optimum moisture: Reviewed by: 3060 Thorntree Drive, Suite 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 1600 Starr Drive, Suite C * Yuba City, CA 95993 * Telephone: (530) 671-4473 * Facsimile: (530) 671-6770