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HomeMy WebLinkAbout030-170-082,•.' J B D CRIPTION: r{ _ CITY OF OROVILLE BUILDING DEPARTMENT/CODE ENFORCEMENT =z. JOB ADDRESS1620 . U -' qpN;O- �. PERMIT NUMBER: ATE ISSUED:' CONTR BUILDER:I OWNER(S). U PPROVALS OF THE FOLLOWING MUST BE DATED BEFORE PROCEEDIN /1 (24-HOUR NOTICE FOR INSPECTIONS - 530.538-2425) 1 INSPECTION RECORD, INSPEC77ONS DAIS INSPECTOR INSPEC77ONS DATE INSPEC70R INSPEC770NS DA4 INSPECTOR SETBACK FLOOR NAILING EKTERIOR LATHING/SIDING FOUNDATION0 ROOF NAILING INTERIOR 'I'� y REINFORGNG NEAR PANEL OR STEEL NAILING f; GROUNDING DONI7TPLAS7ERORTAPEUN77LA90VE SICKED ELECTRODE FRAMING SERVICE CONDUIT UNDERGROUND ROUGH ELECTRIC jly PLUMBING PLUMBING UNDERGROUND �.'� MBI ROUGH PLUNG SEWER FOOTINGS ROUGH GAS PIPE PREGUNITE HOUGH HEATING ~ L, D 6 COOLING l � PSL 1 WASTE TOP OUT POOL DECK ROOF (COVER) SPAIPOOL F FENCES MASONRY DO NOrCAL I FOR INSULAMv BOND BEAM OONOTPLACECONCRFm /NSP£C77OW/N7/1 ALL OF 77/E OR84CKRU LINRL ABOVE ASO VEAPPROVALSHAVEBEEN LS SIGNED OBTAINED FINAL W R SEWER GROUNDWORK INSULATION NALELECTRICA L/C(J UNDERFLOOR DRAIN PIPING WALLS _ FINAL GAS TEST G 'll /` ELECTRICAL GROUNDWORK CEILING FlNAL PLUMBING /O WATER PIPING ROOF LHEIR EATINGI GROUNDWORK 6 COOLING UNDERFLOOR FLOORFRAMING FINAL GRADING SLAB) OK TO POUR SLAB FLOOR W AV7T RACE LONCRE7F R 0178 ORSUBFLOORWRt Op. 0TCOVER LW77L ABOVE { A LS ABOVFSIGNED LSSATNED RNAL BUILDING f BUILDING OFFICIAUINSPECTOR DATE - �_ - _ moi. - ..:91 w / .. `-a.,�..�^"'^"'.•.^.:,•��A �.-_-_ ��.�,.. _- __ �f PLEASE RECOMMEND: - Largescale Drying • Framing & Drywall Fire.& Water Damage Finish -Carpentry Smoke Damage. Emergency Board -Ups Mold Remediation' Wind Damage Content Pack -Outs Processing & Storage Deodorization L7 Commercial & Oriental & Persian Rugs Vandalism Repairs WIND WATER FIRE 24 HOURS 'Insurance Work CA License #689238 FIRV -- RESPONDER EMER6EAlcr M 110 SOMMINa AMBULANCE AND MEDI-VAN SERVICE SHAWN MCJUNKIN, MICP 9 Operations Supervisor (539) 891 -HELP (4357) P.O. eox 24 Fax (530) 891-5854 CHICO, CA 95"927 Cell (530) 624-1273 www.firstresponder.com CPR Hotline (530) 879-9401. �VILLE O ��_ Certificate of Occupancy r '10 City of Oroville OCCUPANCY R 3/B USE ZONE OCCUPANT LOAD FIRST RESPONSER EMA Business Name 1020 10th STREET, OROVILLE, CA Address BYRON PARSON Owner or Lessee TYPE CONSTRUCTION Vat The building or structure referred to above complies with the provisions of the Building and Fire Codes. Any change in occupancy, occupant load, or structure of the building will void this certificate. This permit may be revoked for any violation of said City ordinance and/or Health and Safety Code. This permit is not transferable. l Date , Building Official/ Fire Marshal The following Depts. hereby certify that the above noted building has been inspected and is in compliance with City an State Codes. 0 yo-' Code Enforcement 1120— 20" Planning Dept. I / / I ITIAL DATE% INITIALS I DATE Fire Dept. r �v O� Public Wks. Dept. 9p( ` ( I IAL DATE INITIALS DATE Health Dept. Parks Dept. tL 1 .i � o Ln INITIALS DATE INITIALS DATE Type of Occupancy: Conditional Standard Special Conditions: WHITE - APPLICANT COPY CANARY - FILE COPY PINK - FIRE DEPT. COPY GOLDENROD - FINANCE COPY I V` Z I 1 vILLE Temporary!�Q l� .5 Certificate of Occu ancy City of Oroville \~01101111[0 aA, FIRST RESPONSER EMS Business Name 1020 10th ST., OROVILLE. CA Address af)— Owner or Lessee OCCUPANCY USE ZONE TYPE CONSTRUCTION OCCUPANT LOAD 5 The building or structure referred to above complies with the provisions of the Building. and Fire Codes. Any change in occupancy, occupant load, or structure of the building will void this certificate. This permit may be revoked for any violation of said City ordinance and/or Health and Safety Code. This permit is not transferable. AO -/(4 oa r Date C de Enforcement Manager/ Fire Marshal The following Depts. hereby certify that the above noted building has been inspected and is in compliance with C'tya d tate Codes. Code Enforcement ' � Planning Dept. Alb IN ,iAj,S DATE ,INI-TtA S DATE Fire Dept. 1 V �w `Gh Public Wks. Dept. 4 - 4 h» IN�ALS DATE INITIALS , DkTE Dept. `- Parks Dept. /10' 18 " Health INITIALS DATE INITIALS DATE Type bf Oc \ pancy: Conditional Standard Special Conditions: IN ORDER TO RECEIVE. A PERMANENT CERTIFICATE OF OCCUPANCY YOU WILL NEED TO ?.TE ALL THE CONDITIONXILOF AP] WHITE - APPLICANT COPY 'CANARY - FILE COPY PINK - FIRE DEPT. COPY GOLDENROD - FINANCE COPY N, Is Byron Parsons 492 Rio Lindo Avenue Chico, CA 95926 DISCOVER GOLD ... DISCOVER OROVILLE 1735 MONTGOMERY STREET • OROVILLE, CALIFORNIA 95965-4897 July 13, 2004 NOTICE TO APPLICANT PLANNING DEPARTMENT (530) 538-2430 RE: • UP04-09 (Ambulance Dormitory @ 10th Street and Oro Dam Blvd. West) —A proposal for the construction of an approximately 1,000± square foot home for use as a dormitory for up to two ambulance drivers. Dear Mr. Parsons: Please be advised that on June 12, 2004, the Oroville Planning Commission reviewed and approved the above -noted project subject to the conditions of approval described below. Any significant deviation from the project description, exhibits, or conditions must be reviewed and approved by the City for conformity with this approval. Substantial deviations may require further review by the Planning Commission. Additionally, the City of Oroville Development Review Board, on July 12, 2004, reviewed and approved application DRB04-11. The Notice to Applicant for that approval is attached to this letter. CONDITIONS OF APPROVAL Approved use: This approval authorizes the construct an approximately 1,000± square foot ambulance dorm. (single-family home) on a small portion of a 2.12± -acre lot, located on the northeast corner of Oro Dam Blvd. West and 10th Street. The proposed development would include three parking spaces for the residential use and a carport for the ambulance. Site access would be from a looped driveway on 10th Street and a maximum of two employees would be staying at the house at any given time. Additionally, the use of sirens is not permitted within 600 feet of the project site. Development of the site shall conform to the site plan received by the Planning Division on May 28, 2004, subject to the following conditions: A. Prior to issuance of a building permit: 1) Site, grading, drainage, and improvement plans prepared by a registered civil engineer shall be submitted to and approved by the City of Oroville Public Works Division prior to any work on the site. The plan shall include the information and improvements described below: a) A Construction Storm Water Permit issued by the California Regional Water Quality Control Board. b) Street frontage improvements. f 1 RE: UP04-20: Parsons — Ambulance Dorm July 13, 2004 Page 2 Proposed frontage improvements along 10'h Street shall be constructed in accordance with plans approved by the City Public Works Division. The improvements shall include an A.C. transition from the end of sidewalk to existing edge of pavement. The ratio of transition shall be approximately 5:1. c) Street lights. Street lighting shall be provided in accordance with City of Oroville requirements, accepted design criteria, and recommendations of Pacific Gas & Electric Company. Streetlight poles shall be spun aluminum or other as approved by the Director. d) On-site stormwater drainage system. i. Provide drainage detention/retention facilities sufficient that there is no increase in the pre -project peak storm water discharge from the site for any design storm event up to and including a 100 year design storm event. ii. On-site storm drainage shall be collected and detained on-site and then transported via underground conduit to an approved detention/retention drainage facility or other approved drainage facility. e) Existing and proposed easements on and appurtenant to the Property. Provide public utility easements as required by PG&E. f) Grading. Graded slopes shall not exceed a ratio of 3:1. g) Utilities. All utilities shall be installed underground. There shall be no buildings constructed, or the storage of any materials, under or over any PG&E facilities or inside any PG&E easements. Any relocation of existing utility equipment shall be at developer's expense. h) Indicate the type and size of the sanitary sewer line lateral i) Provide an engineer's estimate of the cost of on-site and off-site improvements j) Pay for improvement plan checking fees 2) A landscaping and irrigation plan shall be prepared by a licensed landscape architect, or contractor with a contract to install landscaping, and submitted to and approved by the Parks and Trees department. a) Street trees shall be planted on 30t foot centers in accordance with City street tree standards with the cost thereof borne by the developer. b) Provide a landscape buffer along the north and south side of the lot. RE: UP04-20: Parsons —Ambulance Dorm July 13, 2004 Page 3 C) Landscape the center island between the entrance driveways. 3) Pay development impact fees. Impact fees may include, but. are not necessarily limited to, traffic fees, law enforcement fees, fire suppression fees, storm drainage fees, sewer collection facilities fees, general government fees, and park development fees.. The impact fees do not include all construction -related fees including, but not limited to, building permit fees, and plan checking and inspection fees. 4) Relocate the trash enclosure from the north side of the building to the south side and screen to meet Butte County's code requirements. 5) Obtain an encroachment permit from Butte County for all new construction within the right-of-way. B. Prior to issuance of a certificate of occupancy for a structure, 1) Construct all public works improvements in accordance with approved plans. 2) Install approved landscaping and irrigation system. 3) The property owner shall sign a Landscape Maintenance Agreement which runs with the land and is binding on all its successors in interest prior to occupancy. 4) Install water service in accordance with Thermalito Irrigation District (TID) standards. 5) "As -built" construction plans shall be provided to the City on Mylar and in electronic format, preferably AutoCAD 2002. 6) Development and use of the site shall also conform to all applicable local, state and federal regulations. 7) Additional development of the site may require approval of a modified use permit. Within 15 days following the date of the decision by the Planning Commission, the approval and/or conditions related to it may be appealed in writing to the City Council by the applicant or by any interested party. An appeal shall be filed with the Deputy City Clerk, and it shall state specifically any claim of error or abuse of discretion by the Planning Commission, and wherein its decision was not supported by evidence in the record. You may not commence a court case challenging this decision unless you take this opportunity for administrative appeal and raise ant issue you believe was wrongly decided. If you have any questions about the information in this letter, please don't hesitate to contact me. Sincerely, Emily 4Pudell Associate Planner n Byron Parsons 492 Rio Undo Avenue Chico, CA 95926 DISCOVER GOLD ... DISCOVER OROVILLE 1735 MONTGOMERY STREET • OROVILLE, CALIFORNIA 95965-4897 July 13, 2004 NOTICE TO APPLICANT PLANNING DEPARTMENT (530) 538-2430 RE: UP04-09 (Ambulance Dormitory @ 10th Street and Oro Dam Blvd. West) — A proposal for the construction of an approximately 1,000± square foot home for use as a dormitory for up to two ambulance drivers. Dear Mr. Parsons: Please be advised that on June 12, 2004, the Oroville Planning Commission reviewed and approved the above -noted project subject to the conditions of approval described below. Any significant deviation from the project description, exhibits, or conditions must be reviewed and approved by the City for conformity with this approval. Substantial deviations may require further review by the Planning Commission. Additionally, the City.of Oroville Development Review Board, on July 12, 2004, reviewed and approved application DRB04-11. The Notice to Applicant for that approval is attached to this letter. CONDITIONS OF APPROVAL Approved use: This approval authorizes the construct an approximately 1,000± square foot ambulance dorm. (single-family home) on a small portion of a 2.12± acre lot, located on the northeast corner of Oro Dam Blvd. West and 10`h Street. The proposed development would include three parking spaces for the residential use and a carport for the ambulance. Site access would be from a looped driveway on 10`h Street and a maximum of two employees Would be staying at the house at any given time. Additionally, the use of sirens is not permitted within 600 feet of the project site. Development of the site shall conform to the site plan received by the Planning Division on May 28, 2004, subject to the following conditions: A. Prior to issuance of a building permit: 1) Site, grading, drainage, and improvement plans prepared by a registered civil engineer shall be submitted to and approved by the City of Oroville Public Works Division prior to any work on the site. The plan shall include the information and improvements described below: a) A Construction Storm Water Permit issued by the California Regional Water Quality Control Board. b) Street frontage improvements. RE: UP04-20: Parsons — Ambulance Dorm July 13, 2004 Page 2 Proposed frontage improvements along 10'h Street shall be constructed in accordance with plans approved by the City Public Works Division. The improvements shall include an A.C. transition from the end of sidewalk to existing edge of pavement. The ratio of transition shall be approximately 5:1. c) Street lights. Street lighting shall be provided in accordance with City of Oroville requirements, accepted design criteria, and recommendations of Pacific Gas & Electric Company. Streetlight poles shall be spun aluminum or other as approved by the Director. d) On-site stormwater drainage system. i. Provide drainage detention/retention facilities sufficient that there is no increase in the pre -project peak storm water discharge from the site for any design storm event up to and including a 100 year design storm event. ii. On-site storm drainage shall be collected and detained on-site and then transported via underground conduit to an approved detention/retention drainage facility or other approved drainage facility. . e) Existing and proposed easements on and appurtenant to the Property. Provide public utility easements as required by PG&E. f) Grading. Graded slopes shall not exceed a ratio of 3:1. g) Utilities. All utilities shall be installed underground. There shall be no buildings constructed, or the storage of any materials, under or over any PG&E facilities or inside any PG&E easements. Any relocation of existing utility equipment shall be at developer's expense. h) Indicate the type and size of the sanitary sewer line lateral i) Provide an engineer's estimate of the cost of on-site and off-site improvements j) Pay for improvement plan checking fees 2) A landscaping and irrigation plan shall be prepared by a licensed landscape architect, or contractor with a contract to install landscaping, and submitted to and approved by the Parks and Trees department. a) Street trees shall be planted on 30t foot centers in accordance with City street tree standards with the cost thereof borne by the developer. b) Provide a landscape buffer along the north and south side of the lot. RE: UP04-20: Parsons —Ambulance Dorm July 13, 2004 Page 3 C) Landscape the center island between the entrance driveways. 3) Pay development impact fees. Impact fees may include, but are not necessarily limited to, traffic fees, law enforcement fees, fire suppression fees, storm drainage fees, sewer collection facilities fees, general government fees; and park development fees. The impact fees do not include all construction -related fees including, but not limited to, building permit fees, and plan checking and inspection fees. 4) Relocate the trash enclosure from the north side of the building to the south side . and screen to meet Butte County's code requirements. 5) Obtain an encroachment permit from Butte County for all new construction within the right-of-way. B. Prior to issuance of a certificate of occupancy for a structure, 1) Construct all public works improvements in accordance with approved plans. 2) Install approved landscaping and irrigation system. 3) The property owner shall sign a Landscape Maintenance Agreement which runs with the land and is binding on all its successors in interest prior to occupancy. 4) Install water service in accordance with Thermalito Irrigation District (TID) standards. 5) "As -built" -construction plans shall be provided to the City on Mylar and in electronic format, preferably AutoCAD 2002. 6) Development and use of the site shall also conform to all applicable local, state and federal regulations. 7) Additional development of the site may require approval of a modified use permit. Within 15 days following the date of the decision by the Planning Commission, the approval and/or conditions related to it may be appealed in writing to the City Council by the applicant or by any interested party. An appeal shall be filed with the Deputy City Clerk, and it shall state specifically any claim of error or abuse of discretion by the Planning Commission, and wherein its decision was not supported by evidence in the record. You may not commence a court case challenging this decision unless you take this opportunity for administrative appeal and raise ant issue you believe was wrongly decided. If you have any questions about the information in this letter, please don't hesitate to contact me. Sincerely, c 7 4PudellEmily Associate Planner CITY OF OROVILLE BUILDING DEPARTMENT/CODE ENFORCEMENT/FIRE PROTECTION, PLANNING AND PREVENTION 1735 MONTGOMERY STREET • OROVILLE, CALIFORNIA 95965 PHONE NO.: (530) 538-2425 FAX NO.: (530) 538-2426 BUILDING PERMIT PERMIT NO.: 0403-052 PERMIT APPLICATION (WHEN PROPEPkY VI LIDATED THIS IS YOUR PERMIT) PROJECT ADDRESS: © U ASSESSOR PARCEL NO.: ' L , 030170082 PROJECT DESCRIPTION AMBULANCE OFFICE & DORMITORY PERMIT CLASS (NEW, ADDITION, REMODEL): COM / NEW PROPERTY OWNER(S): ADDRESS: TELEPHONE NO.: FAX NO.: MIKE YOUNG P O BOX 221 530893854 FOREST RANCH CA 95942 APPLICANT: ADDRESS: TELEPHONE NO.: FAX NO.: MIKE YOUNG P O BOX 221 FOREST RANCH CA 95942 ARCHITECT, ENGINEER OR DESIGNER: ADDRESS: TELEPHONE NO.: FAX NO.: GREG PEITZ 383 RIO LINDO AVENUE (530) 893-8541 CHICO CA 95926 CONTRACTOR: ADDRESS: TELEPHONE NO.: FAX NO.: MIKE YOUNG P O BOX 221 530893854 FOREST RANCH CA 95942 UBC GROUP: UBC TYPE: STORIES: PLAN NO.: CENSUS NO./CENSUS DESCRIPTION: BVD CODE: SEWER (EDUS): UNITS PER BLDG.: NO. OF BLDGS: 1 1 TOTAL BLDG. TOTAL GARAGE: TOTAL PORCH:: TOTAL VALUENARDS: ZONING DISTRICT: AREA: 832 AREA: 576AREA: 0 $ 63,586.56 HE FOLLOWING PRELIMINARY FEES ARE SUBJECT TO CHANGEPRIOR TO,PERMIT ISSUANCE): DESCRIPTION: ACCOUNT NO.: FEE: PERMIT DETAIL: BUILDING PERMIT 001.4220.2990 $492.50 8 1/2X 11 PLAN RETENTION FEE 35 @ 5.25 ELECTRICAL PERMIT 001.4222.2990 $71.50 8 1/2X14 OR LARGER PLAN RET 2 @ 0.70 MECHANICAL PERMIT 001.4225.2990 $42.50 T ILING FEE 0 @ 66.50 PLAN CHECK FEE 001.4665.2990 $320.13 F ILING FEE 0 @ 42.50 PLAN RETENTION FEES 705.4670.7005 $5.95 F ERMIT ISSUANCE 0 @ 71.50 PLUMBING PERMIT 001.4221.2990 $66.50 @ RESIDENTIAL ENERGY CALCS 001.4290.2990 $35.00 @ RESIDENTIAL ENERGY PLAN CF 001.4665.2990 $35.00 @ STRONG MOTION INSTR. - RESII 620.2520 $6.36 @ RECEIPT TOTAL FEES CHARGED: $1,075.44 RECEIPT #: CHECK #: 2170 PAYMENTS RECEIVED: $1,075.44 PAY METHOD: Check TOTAL BALANCE DUE: $0.00 TOTAL FEES PAID: $1,075.44 RECEIVED BY: MIKE YOUNG --NOTICE-(Please check appropriate, -box, in each paragraph.)— THIS aragraph.) THIS PERMIT BECOMES NULL AND VOID if work or construction authorized is not commenced within 180 days from date of issuance, or work is suspended or 7doned or abandoned for a period of 180 days any time after work is commenced and verified by inspection. (la) 1 certify that 1 am licensed under the State Contractor's License Law and my contractor's license is in full force and effect; Or ( 1 (1 b) I certify that 1 am exempt from Business and Professions Code #7031.5 under: I 1 #7044 - Owner/Builder, ( 1 #7048 - Price of labor and materials less than $300, or ( ) Other ( 1 (2a) I certify that I have on file with the City of Oroville Building Department a Certificate of Workers' Comp. Insurance: Insurer Policy No. Exp. Date , or a Certificate of Consent to self -insure by the Director of Industrial Relations; Or ( 2b) I certify that I am exempt under Labor Code #3800 because: ( )the permit is for work of $100 or less, or (,'-fltbat the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California. I certify that 1 have read this application and declare under penalty of perjury that the information contained herein is true, correct and complete. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorized representatives of this city to enter upon the above mentioned property for inspection purposes. I am the owner of the st*ctureV) listed on this permit or I represent the owner and am acting with the owner's full knowledge and consent. Signed.by: Date: & Le IMM Wnffia�/,J_!�W--/ COPIES TO: FILE APPLICANT FINANCE 24HOURS NOTICE FOR INSPECTIONS INSPECTION RECORD CALL (5 )5 J42 ,v+c & E ,»P , ,a+ ms DATE Aeam INSPECTIONS EINSPECT-OR . . . . . . . . . mm ' SETBACK , m ming L w s m . ae_PeTHI m ... . +_u+ ... .. DmA . miner ms EL. . .. , ya,P E . . ; . . . NOT PLASTER TILABOVE SIGNED D AST u S a . cTRO * f R AN', I NG SERACECONDUIT m»9 , m , UBARC ROUGH PLUMBING SEWER UNDERGROUND ROUGH GAS PIPE m s ROUGHUNG COOL -LNG POOL. maw < . ROOF «m m *«w . +s eB a .BEAM. mr ems. mmwoee r, m NOT Gzr r N! 7 Raa FINAL Pc Jo ,ms OF 9E«O ..APPROVALS. E� ,TIT ,e SMER mu. . FINAL E m 0 o qw m« m,mAw , FINAL GAS TEST __G . ELECTRICAL CENLING RNA Hing GROUNDWORK ;wine R m« '0 mr mw . . mum FINAL GRADING a REINFORCMENT amPOUR S: r emomi'- mNOT ,im CE CONCRITI Emmm 0010TO »m ±mW E c® »BSG'' am: e ,e UNTIL ABOVE aSIGNED . . . Cer-tainTeed 01 i Builders Statement • InsulSafe 4 Fiber Glass Blowing Insulation me Addres ' Installer/Contractor (sign) Company Name Date Builder (sign) Inspected By (sign if required) Company Name Date Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. fL of installed insulation should not be less than: abs.) Should not be less than: an.) 60 36.5 27 0.986 22 49 29.6 34 0.800 181/2 44 26.4 38 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 10'/2 22 13.1 76 0.353 9 19 11.1 90 0.301 73/4 13 7.7 129 0.209 5'/z 11 6.6 151 0.179 4% THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims .will, become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 11/02 R -VALUE THICKNESS AREA (SQ. FT.) INSULSAFE ✓) BAGS USED BATTS/ROLLS (✓) CEILINGS 0 %L Je ,z WALLS 43 FLOORS THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims .will, become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 11/02 Manufacturer Insulation Fact Sheet This is CertainTeed Corporation I nsu Sae 4 Fiber Glass.Blowing Insulation CertainTeed Corporation P.O. Box 860 Valley Forge, PA 19482 THERMAL PERFORMANCE—HORIZONTAL OPEN BLOW CertainTeedll The following thermal performances are achieved at weights and coverages specified when insulation is installed with pneumatic equipment in a horizontal open blow application: R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS iTo obtain a l�ermal Resistance J (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (lbs.) Should not be less than: (in.) 60 36.5 27 0.986 22 49 29.6 34 0.800 1872 44 26.4 38 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 1072 22 13.1 76 0.353 9 19 11.1 90 0.301 73/4 13 7.7 129 0.209 572 11 1 6.6 1 151 10.179 14 3/4 R -values are determined in accordance with ASTM C 687 and C 518. Complies with ASTM C 764 as Type 1 insulation. THERMAL PERFORMANCE—SIDEWALL RETROFIT APPLICATION When installed with pneumatic equipment in sidewalls, the following thermal performances are achieved at the thicknesses, weights and coverages specified. R -VALUE BAGS PEk' 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (lbs.) Should not be less than: (in.) 29 35.8 28 0.967 77/4 22 27.2 37 0.733 572 16 19.8 51 0.533 4 15 17.9 56 0.484 31/8 14 17.3 58 0.467 372 READ THIS BEFORE YOU BUY What you should know about R -Values. The chart shows the R -Value of this insulation. R means resistance to heat flow. The higher the R - Value, the greater the insulating power. Compare insulation R -Values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. To get the marked R -Value, it is essential that this insulation be installed properly. DEPARTMENT OF BUILDING / CODE ENFORCEMENT FIRE PROTECTION / PLANNING AND PREVENTION 1735 Montgomery Street Oroville, CA 95965 Phone: (530) 538-2425 CORRECTION NOTICE Building or property address The following listed corrections must be made. Contact this office for a inspection when corrections are made. If you have any questions concerning ny of the listed items Ke e c� Ptiy—Wtc5 immediately. in 7Y "Y' 77-1, Inspector Date Sep -09--99 06:50A wbcic_ 9 1 6685283 1 P.02 APAJ9Vr%7 Certificate of Conformance Certificate 052728 THIS IS TO CE=RTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-199?, For Wood Products - Structural Glued _ar?inated Tmbcr NEN-486Glued Laminated Timber Combinations And "GAP" Computer Program For Determining. Design Stresses PITC 11-,1-93 - Manufacturing - Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in i s manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems ('EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process arid evaluation of the in -plant QA program with adequate sampling to verify conformance to Industry standards for lumber grade and glueline bond quality. w 1)Ca o�'•.,l� d0 m� z EAS' 3 1 y4* SHINS a S� O,,~ /i r C 1.7, CCS by —, , Thomas G. Williamson Executive Vice President +1.000 SV -STEMS is a related corpaauor o' APA - Tr+E ENGINEERED WOOD ASSOCIATION 71:11 South 19th SIro91 • PO Box 11700 • Tacoma. WA 98411-0700 -elephone (2531 565-6600 - Fax Number 1253) 565-7265 DAR ARc / No. C 21283 t4 I I I iaa.50 APN 030-170-082 I I I I Ln Department Of Code Enforcement Approved City Of Oroville Dates-n-aaoy BVO-9y2. .yam aril.? C % O t h STREET 9 V Ic CN �.� SITE PLAN GREGORY A. PEITZ ' for: ARCHITECT MIKE YOUNG 383 Rio lindo Ave. Chico. CA. 95926 (530) 894-5719 OROVILLE CALIFORNIA DEPARTMENT OF BUILDING / CODE ENFORCEMENT / ARE -PROTECTION / PLANNING AND PREVENTION - 1735 Montgomery Street Oroville, CA 95965 Phone: (530) 538-2425 CORRECTION NOTICE Building or property address The following listed corrections must be made.. Contact this office for a reinspection when corrections are made. If you have any questions conceming any of the listed items please contact this office immediately. � � / �du-h.� dry License Detail ?/0 1 of 2 I Wednesday, Janu: License Detail CALIFORNIA CONTRACTORS STATE LICEN. Contractor License # 840419 DISCLAIMER A license status check provides information taken from the CSLB license data base. BeforE on this information, you should be aware of the following limitations: . CSLB complaint disclosure is restricted by law (B&P 7124.6). If this entity is subject tc complaint disclosure, a link for complaint disclosure will appear below. Click on the lin button to obtain complaint and/or legal action information. . Per B&P 7071.17, only construction related civil judgments reported to the CSLB are disclosed. . Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. . Due to workload, there may be relevant information that has not yet been entered ont Board's license data base. Extract Date: 01/25/2006 * * * Business Information JIMS BACKHOE SERVICE 1 P O BOX 1263 DURHAM, CA 95938 Business Phone Number: (530) 624-7339 �V Entity: Sole Ownership w� Issue Date: 06/10/2004 Expire Date: 06/30/2006 * * * License Status * * * This license is current and active. All information below should be reviewed. * * * Classifications * * * ClassI Description 0 GENERAL ENGINEERING CONTRACTOR * * * Bonding Information * * * CONTRACTOR'S BOND: This license filed Contractor's Bond number 10124368 in the an $10,000 with the bonding company http://www2.cslb.ca.gov/CSLB_LIBRARY/License+Detail.asp 1/25/2006 • License Detail AMERICAN CONTRACTORS INDEMNITY COMPANY. Effective Date: 05/24/2004 * * * Workers Compensation Information * * * Page 2 of 2 This license is exempt from having workers compensation insurance; they certified that they employees at this time. Effective Date: 05/24/2004 Expire Date: None. Personnel List License Number Request Contractor Name Request Personnel Name Request Salesperson Request Salesperson Name Request © 2005 State of California. Conditions of Use Privacy Policy http://www2.cslb.ca.gov/CSLB_LIBRARY/License+Detail.asp 1/25/2006 5' MIN. SIDEWALK 8.33% COLD JOINT \ /V EXPANS JOINT 5% MAX W P IN NOTE #1 W W W 0% MAX r SCORE \ � / LINE SPECS MINIMUM FOR V, X, Y & Z CURB FACE V X Y Z 6" 6' - 0" 3'- 0" NIA N/A Fill SEE NOTE 2 3'-O1' SUBMIT PLAN SPECS FOR W MINIMUM MAXIMUM RESIDENTIAL 12' 25' COMMERCIAL 18' 35' SLOPE AND GRADES 1:50=2%--410 per ft 1:20=5% 8" per ft 1:15=6.67%="'per ft 1:12=8.33%=1" per ft 1:10=10%=14" per ft W PROPERTY LINE Y NOTES: 1.) DRIVE APPROACH; CURB & GUTTER SHALL BE POURED MONOLITHICALLY. 2.) FOR EVERY VERTICAL INCH OVER A 6" CURB, ONE FOOT HORIZONTALLY SHALL BE REMOVED BEYOND CURB TRANSITION OF DRIVE APPROACH. 3.) "A" CONCRETE SHALL BE USED, MINIMUM 4,000 psi 4.) ALL WORK SHALL HAVE A BROOM FINISH. 5.) RAMP SHALL HAVE A 12" WIDE BORDER WITH 1/4"GROOVES SPACED AT 314". GROOVED BORDER SHALL BE ON THE LEVEL SURFACE AT THE TOP OF THE RAMP. 6.) DIMENSIONS MAY BE ALTERED TO COMPLY WITH ADA STANDARDS UPON APPROVAL OF ADMINISTRATIVE AUTHORITY. 7.) 24' PAN OR LESS SCORE LINE AT CENTER OF PAN. WHEN PAN IS GREATER THAN 24' USE EXPANSION JOINT. 8.) ALL SUB GRADES WILL BE COMPACTED TO 95%. MUM STANDARD DRIVE APPROACH xx_xx_l« CAD 1 OF 1 DIRECTOR OF PUBLIC WORKS ST - 18 6' 4' 6' MIN. B *1 8.33%8,33% MAX. MAX. G�WOR=04,Lcq�. 2% MAX. B4J RETAINING CURB IF NECESSARY X? t, xx-xx-m LINE1 LINE2 LINE3 vlxx-xx CAD 1 OF 1 1 DIRECTOR OF PUBLIC WORKS -ST-01 )0(-)ocaoc STANDARD Qn FOR SINGLE RAMP_,«-,« CAD I 1 OF 2 ..__.-.-I ... .... CT 4r 1) SECTION A IS FOR SIDEWALK W/ PLANTERSTRIP. SECTION B IS FOR SIDEWALK W/OUT PLANTERSTRIP. 2) 24" STRAIGHT SEGMENT OF CURB MUST BE WITHIN CROSSWALK MARKINGS, OR MINIMUM 24" OF FULL HIEGHT CURB WITHIN CROSSWALK 3) THERE SHALL BE NO LIP TRANSITIONING FROM GUTTER TO RAMP 4) RUNNING GRADE OF ADJOINING SIDEWALK SHALL NOT EXCEED A 5% SLOPE. 5) RAMP SHALL HAVE A 12" WIDE BORDER WITH 1/4"GROOVES SPACED AT 3/4". GROOVED BORDER MUST BE ON THE LEVEL SURFACE AT THE TOP OF THE RAMP. 6) TRUNCATED DOMES SHALL BE 3'X4' (BLACK) CAST IN PLACE ONLY. DOMES SHALL BE PLACED REGARDLESS OF SLOPE. THERE SHALL BE NO MORE THAN 1/4"DIFFERENCE BETWEEN TILE SURFACE AND CONCRETE SURFACE. 7) WHEN LANDING IS LESS THAN 48" THE SLOPE OF THE' FANNED OR FLARED SIDES MUST NOT EXCEED 1:12 (8.33 %) x«-u-xx STANDARD NOTES °•°� FOR SINGLE RAMP ,x-)X_,x CAD I I 2 OF 2 _........_.... CT Ir 8) TRUNCATED DOMES SHALL BE ARMOR -TILE AS MANUFACTURED BY ENGINEERED PLASTICS INC. PRODUCT #ADA-C-3648S-BLK CAST IN PLACE, 36"X48", SOUND SLOPE AND GRADES AMPLIFYING, COLOR BLACK OR APROVED EQUAL. INSTALLATION OF DETECTABLE WARNINGS SHALL BE BY 1:50--2%=l" 4 per ft MANUFACTURER TRAINED AND CERTIFIED INDIVIDUALS. 1:20=5%=8" per ft THE CONTRACTOR SHALL PROVIDE THE CITY OF OROVILLE WITH COPIES OF THESE CERTIFICATES PRIOR TO 1:15=6.67%=4" per ft BEGINNING OF WORK. PRODUCT IS LOCALLY AVAILABLE AT 1:12=8.33%=1" per ft SPEC WEST (916-361-1300) OR WHITE CAP (916-636-3215) 1:10=10%=14" per ft x«-u-xx STANDARD NOTES °•°� FOR SINGLE RAMP ,x-)X_,x CAD I I 2 OF 2 _........_.... CT Ir FOR DETAILS OF BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. SEE STD SS -01 AND SD -06 PRIME COAT CNCRETE PAVEMENT AGGREGATE BASE COMPACT TO 95% RELATIVE DENSITY. 12" MIN. APPLY ASPALTIC, PAINT BINDER FINISHED GRADE TOP OF PIPE ZONE TOP OF BASE ROCK TOP OF SUB -BASE VARIES TO SOIL CONDITION PIPE BEDDING DETAIL_ I. AGGREGATE BASE SHALL BE COMPACTED WITH OPTIMUM MOISTURE TO 95% RELATIVE DENSITY. CITY MAY REQUIRE DENSITY TESTING OF SUBGRADE AND/OR TRENCHES AT OWNER'S EXPENSE. 2. DEPTH OF A SPHALT CONCRETE: RESIDENTIAL STREET: 2 LANE: 2",4 LANE: 4" COMMERCIAL STREET: 2 LANE: 3",4 LANE: 4" INDUSTRIAL STREET: 2 LANE: 3", 4 LANE: 4" 3. DEPTH OF AGGREGATE BASE: RESIDENTIAL STREET: 2 LANE: 8" , 4 LANE: 10" COMMERCIAL STREET: 2 LANE: 8" , 4 LANE: 10" INDUSTRIAL STREET: 10" 4. DEPTHS OF ASPHALT CONCRETE AND AGGREGATE BASE SPECIFIED IN NOTES 2 AND 3 ARE MINIMUM ALLOWABLE. SPECIFIC STREET LOCATIONS WAY REQUIRE ADDITIONAL DEPTH PURSUANT TO THE REQUIREMENTS OF THE ENGINEER. CITY OF OROVILLE REMSIOS 10-3-90 DEPARTMENT OF PUBLIC WORKS8-2-93 11-15-05 STANDARD FOR PAVEMENT REPLACEMENT DA1� 11-15-05 DRAWN BY. SHEET R.W. ERIC TEITELMAN, P.E. 1 OF 1 DIRECTOR OF PUSUC WORKS DEPARTMENT ST — 19 d.a�'• e 12" MIN. APPLY ASPALTIC, PAINT BINDER FINISHED GRADE TOP OF PIPE ZONE TOP OF BASE ROCK TOP OF SUB -BASE VARIES TO SOIL CONDITION PIPE BEDDING DETAIL_ I. AGGREGATE BASE SHALL BE COMPACTED WITH OPTIMUM MOISTURE TO 95% RELATIVE DENSITY. CITY MAY REQUIRE DENSITY TESTING OF SUBGRADE AND/OR TRENCHES AT OWNER'S EXPENSE. 2. DEPTH OF A SPHALT CONCRETE: RESIDENTIAL STREET: 2 LANE: 2",4 LANE: 4" COMMERCIAL STREET: 2 LANE: 3",4 LANE: 4" INDUSTRIAL STREET: 2 LANE: 3", 4 LANE: 4" 3. DEPTH OF AGGREGATE BASE: RESIDENTIAL STREET: 2 LANE: 8" , 4 LANE: 10" COMMERCIAL STREET: 2 LANE: 8" , 4 LANE: 10" INDUSTRIAL STREET: 10" 4. DEPTHS OF ASPHALT CONCRETE AND AGGREGATE BASE SPECIFIED IN NOTES 2 AND 3 ARE MINIMUM ALLOWABLE. SPECIFIC STREET LOCATIONS WAY REQUIRE ADDITIONAL DEPTH PURSUANT TO THE REQUIREMENTS OF THE ENGINEER. CITY OF OROVILLE REMSIOS 10-3-90 DEPARTMENT OF PUBLIC WORKS8-2-93 11-15-05 STANDARD FOR PAVEMENT REPLACEMENT DA1� 11-15-05 DRAWN BY. SHEET R.W. ERIC TEITELMAN, P.E. 1 OF 1 DIRECTOR OF PUSUC WORKS DEPARTMENT ST — 19 9/26/2006 MIKE YOUNG P O BOX 221 FOREST RANCH, CA, 95942 DEAR Mr. Young: CITY OF OROVILLE DEPARTMENT OF COMMUNITY DEVELOPMENT AND PUBLIC WORKS 1735 MONTGOMERY STREET - OROVILLE, CA 95965-4897 530-538-2401 Fax 530-538-2426 . PERMIT #0403-052, LOCATED AT 1020 10TH STREET This notice is to inform you that our records show that the Building Division has not finaled the permit for the work at 1020 10TH STREET in Oroville. Please be advised that you have (2 weeks) from the date of this notice to call for an inspection, or this permit will be voided. Thank you in advance for your cooperation in this matter. If you should have any questions, please call me at 530-538-2425 between the hours of 8.am to 5 pm. cerely, Paula A. Atterberry Counter Technician Building & Fire Safety Code Enforcement Engineering Operations & Maintenance Planning Division Division Division Division Division 530-538-2425 530-538-2435 530-538-2420 530-538-2490 530-538-2430 Byron Parsons 492 Rio Undo Avenue Chico, CA 95926 DISCOVER GOLD ... DISCOVER OROVILLE 1735 MONTGOMERY STREET • OROVILLE, CALIFORNIA 95965-4897 July 13, 2004 NOTICE TO APPLICANT PLANNING DEPARTMENT (530) 538-2430 RE: • UP04-09 (Ambulance Dormitory @ 10th Street and Oro Dam Blvd. West) —A proposal for the construction of an approximately 1,000± square foot home for use as a dormitory for up to two ambulance drivers. Dear Mr. Parsons: Please be advised that on June 12, 2004, the Oroville Planning Commission reviewed and approved the above -noted project subject to the conditions of approval described below. Any significant deviation from the project description, exhibits, or conditions must be reviewed and approved by the City for conformity with this approval. Substantial deviations may require further review by the Planning Commission. Additionally, the City of Oroville Development Review Board, on July 12, 2004, reviewed and approved application DRB04-11. The Notice to Applicant for that approval is attached to this letter. CONDITIONS OF APPROVAL Approved use: This approval authorizes the construct an approximately 1,000± square foot ambulance dorm. (single-family home) on a small portion of a 2.12± acre lot, located on the northeast corner of Oro Dam Blvd. West and 10'' Street. The proposed development would include three parking spaces for the residential use and a carport for the ambulance. Site access would be from a looped driveway on 1 Oth Street and a maximum of two employees would be staying at the house at any given time. Additionally, the use of sirens is not permitted within 600 feet of the project site. Development of the site shall conform to the site plan received by the Planning Division on May 28, 2004, subject to the following conditions: A. Prior to issuance of a building permit: 1) Site, grading drainage and improvement plans prepared by a registered civil engineer shall be submitted to and approved by the City of Oroville Public Works Division prior to any work on the site. The plan shall include the information and improvements described below: It a) A Construction Storm Water Permit issued by the California Regional Water Quality Control Board. b) Street frontage improvements. L RE: UP04-20: Parsons — Ambulance Dorm July 13, 2004 Page 2 Proposed frontage improvements along 10th Street shall be constructed in accordance with plans approved by the City Public Works Division. The improvements shall include an A.C. transition from the end of sidewalk to . existing edge of pavement. The ratio of transition shall be approximately 5:1. C) Street lights. Street lighting shall be provided in accordance with City of Oroville requirements, accepted design criteria, and recommendations of Pacific Gas & Electric Company. Streetlight poles shall be spun aluminum or other as approved by the Director. d) On-site stormwater drainage system. i. Provide drainage detention/retention facilities sufficient that there is no increase in the pre -project peak storm water discharge from the site for any design storm event up to and including a 100 year design storm event. ii. On-site storm drainage shall be collected and detained on-site and then transported via underground conduit to an approved detention/retention drainage facility or other approved drainage facility. e) Existing and proposed easements on and appurtenant to the Property. Provide public utility easements as required by PG&E. f) Grading. Graded slopes shall not exceed a ratio of 3:1. g) Utilities. All utilities shall be installed underground. There shall be no buildings constructed, or the storage of any materials, under or over any PG&E facilities or inside any PG&E easements. Any relocation of existing utility equipment shall be at developer's expense. h) Indicate the type and size of the sanitary sewer line lateral i) Provide an engineer's estimate of the cost of on-site and off-site improvements j) Pay for improvement plan checking fees 2) A landscaping and irrigation plan shall be prepared by a licensed landscape architect, or contractor with a contract to install landscaping, and submitted to and approved by the Parks and Trees department. a) Street trees shall be planted on 30t foot centers in accordance with City street tree standards with the cost thereof borne by the developer. b) Provide a landscape buffer along the north and south side of the lot. RE: UP04-20: Parsons — Ambulance Dorm July 13, 2004 Page 3 c) Landscape the center island between the entrance driveways. 3) Pay development impact fees. Impact fees may include, but are not necessarily limited to, traffic fees, law enforcement fees, fire suppression fees, storm drainage fees, sewer collection facilities fees, general government fees, and park development fees. The impact fees do not include all construction -related fees including, but not limited to, building permit fees, and plan checking and inspection fees. 4) Relocate the trash enclosure from the north side of the building to the south side and screen to meet Butte County's code requirements. 5) Obtain an encroachment permit from Butte County for all new construction within the right-of-way. B. Prior to issuance of a certificate of occupancy for a structure, 1) Construct all public works improvements in accordance with approved plans. 2) Install approved landscaping and irrigation system. 3) The property owner shall sign a Landscape Maintenance Agreement which runs with the land and is binding on all its successors in interest prior to occupancy. 4) Install water service in accordance with Thermalito Irrigation District (TID) standards. 5) "As -built" construction plans shall be provided to the City on Mylar and in electronic format, preferably AutoCAD 2002. 6) Development and use of the site shall also conform to all applicable local, state and federal regulations. 7) Additional development of the site may require approval of a modified use permit. Within 15 days following the date of the decision by the Planning Commission, the approval and/or conditions related to it may be appealed in writing to the City Council by the applicant or by any interested party. An appeal shall be filed with the Deputy City Clerk, and it shall state specifically any claim of error or abuse of discretion by the Planning Commission, and wherein its decision was not supported by evidence in the record. You may not commence a court case challenging this decision unless you take this opportunity for administrative appeal and raise ant issue you believe was wrongly decided. If you have any questions about the information in this letter, please don't hesitate to contact me. Sincerely, c Em�7ily Pudell Associate Planner BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM Z 0 ` (One form per Building) CrUt UL School District � Building Department No. A.P. Number QW— 117(]-O'2_ Jurisdiction: I - I City I I I.County Property Owner D u —f/4v Property Location/Addrer;. •Wj ��— r _ Subdivision Lot No. Residential Development I Sq. Footage_ R--1 No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion , Permit N I *(No foundation inspection): „ r' ....................................... ......... ............................... Commercial/Industrial �F,g ,r r ' _yri .. +..•. - " .. Jew .Y4 `t ► Addition ( 9 Iricludin Exterior Roofed Areas) 10aJ � -ncj, - 2R cp y Building Department Representative Date (Floor Plans reviewed by School District Personnel) JDistrict Identification No. 0502 n t �)1 �j� _ School District certifies that ��� Y D (Applicant) (Street Address) a (Phone Number) t� (�ruC�5�5 .` (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing I L () square feet. School District Representative Paid by Check rr 0-7 }Remarks: AV Ste— 9� by payment of $ 5D (v, O ... . - -+•-1- ,i AB 2926 S FULL MITIGATION $ .) - •1'.. .. - �:� � Iw--.�^�-' 1K +.=+FOS' "'— fv',: �_ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District" Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to addifional'school'fees to fully mitigate its impact on the•school district's schools.' " White (applicant), Yellow (building. department), Pink (school district) feeform.x(s (10/98)dmm DATE 3 RECEIVED FROM FOR RENT FOR A , v v ACCOUNT 0CASH FROM PAYMENT'.. CHECK BAL. DUE MONEY 6y CHECK Nie, '6 2- 0 � ------------------------ DOLLARS co CITY &F 0�10VILLE Or BUILDING DEPARTMENT/CODE ENFORCEMENT/FIRE PROTECTION, PLANNING AND PREVENTION 1735 MONTGOMERY STREET • OROVILLE, CALIFORNIA 95965 PHONE NO.: (530) 538-2425 FAX NO.: (530) 538-2426 BUILDING PERMIT MISC05-275 PERMIT NO.: OERMIT APPLICATION (WHEN PROPERLY VALIDATED THIS IS YOUR PERMIT) PROJECT ADDRESS: ASSESSOR PARCEL NO.: 1020 10TH STREET 030170082 PROJECT DESCRIPTION INSTALL PROPANE TANK PERMIT CLASS (NEW, ADDITION, REMODEL): COM / PROPANE TANK PROPERTY OWNER(S): ADDRESS: TELEPHONE NO.: FAX NO.: PARSON, BYRON. PO BOX 24 (530) 879-5510 CHICO CA 95927 APPLICANT: ADDRESS:TE E I� �vE�.1q FAX NO.: �(50�879-5510 PARSON, BYRON. • PO BOX 24 CHICO CA 95927. ARCHITECT, ENGINEER OR DESIGNER: ADDRESS: TELEPHONE NO.: FAX NO.: CONTRACTOR: ADDRESS: TELEPHONE NO.: FAX NO.: UBC GROUP: UBC TYPE: STORIES: PLAN NO.: 0 US NO./CENSUS DESCRIPTION: BVD CODE: SEWER (EDUS): UNITS PER BLI63.: NO. OF BLDC�,S: UU TOTAL BLDG. TOTAL GARAGE: TOTAL PORCH:: TOTAL VALLIENARDS: ZONING DISTRICT: 0 0 0 $ 500.00 AREA: AREA: AREA: (THE FOLLOWING PRELIMINARY FEES ARE SUBJECT TO CHANGE PRIOR TO PERMIT ISSUANCE): DESCRIPTION: ACCOUNT NO.: FEE: PERMIT DETAIL: PLUMBING PERMIT 001.4221.2990 $20.00 FILING FEE I @ 15.00 AS PIPE: FIRST 4 OUTLETS 1 @ 5.00 RECEIPT RECEIPT #: CHECK #: TOTAL FEES CHARGED: $20.00 PAY METHOD: Credit C 5474975001 PAYMENTS RECEIVED: 520.00 TOTAL FEES PAID: $20.00 TOTAL BALANCE DUE: $0.00 RECEIVED BY: PARSON, BYRON NOTICE (Please check appropriate box in each paragraph.) THIS PERMIT BECOMES NULL AND VOID if work or construction authorized is not commenced within 180 days from date of issuance, or work is suspended or abandoned or abandoned for a period of 180 days any time after work is commenced and verified by inspection. { } (la) I certify that 1 am licensed under the State Contractor's License Law and my contractor's license is in full force and effect; Or (yQ (lb) I certify that I am exempt from Business and Professions Code #7031.5 under: { } #7044 - Owner/Builder, I I #7048 - Price of labor and materials less than $300, 11 or I I Other '} (2a) I certify that I have on file with the City of 0roville Building Department a Certificate of Workers' Comp. Insurance: Insurer Policy No. Exp. Date , or a Certificate of Consent to self -insure by the Director of Industrial Relations; Or { I (2b) I certify that I am exempt under Labor Code #3800 because: { I the permit is for work of $100 or less, or I I that the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California. I certify that I have read this application and declare under penalty of perjury that the information contained herein is true, correct and complete. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorized representatives of this city to enter upon the above mentioned property for inspection purposes. I am the owner of the structure(s) listed on this permit or [ rypr.pent the owner and am acting with the owner's full knowledge and consent. Signed by: Owner Issued by:., �670%6[. / t twl� COPIES TO: FILE APPLICANT FINANCE Date:�� Z -y Date: f.. I „;I, 1 24 HOURS NOTICE FOR INSPECTIONS INSPECTION RECORD CALL (530) INSPECTIONS DATE INSPECTOR INSPECTIONS DAI E INSPECTOR INSPECTIONS DATE INSPECTO;R SETBACK FLOORI NAILING EXTERIOR LATH !Na."SIDI NO FOUNDA TION ROOF NAILING INTERIOR LATHING! SHEAR PANEL REINFORCING STEEL NAILING DO NOT PLASTER UNTILABOVE IS. SIGNED ,iROUNDED ELECTRODE FRAMINIG SERVICE CONDUIT UNDERGROUND ROUGH ELECTRIC PLUPABING UNDERGROUND ROUGH PLUMBING SEWER ROUGH GAS PIPE PRE-GUNITE- ROUGH HEATING & COOLING POOL POOL DECK. ROOF (COVER) SPA"POOL FENCES MASONRY BOND BEAM DO NOT CALL FOR INSULATION INSPECTION UNTILALL DO NOT Pm,ACE CONCRETE UNTILABOVE IS SIGNED OF THE ABOVE APPROVALS HAVE BEEN OBTAINED FINAL INSPECTIONS SEWER G R; .) UN DAf 0 A K - INSULATION FINAL ELECTRICAL UNDERFLOOR DRAIN PIPING WALLS FINAL GAS TEST &I ELECTI.-il-CAL -J!jl� -K -- GROUNDWORK CEILING FINAL PLUMBING .NATER PIPING FINAL HEATING: GROUINMNORK ROOF COOLING FINAL GRADING SLAB REIN FCRCEIAEN I* OK TO POUR SLAB FLOOR OR GUNITE DO NOT GUNITE OR Pi.,,CE CONCRETE FLOOR DO NOT GUNITE OR PLACE CONCRETE FLOOR FINAL BUILDING UNTIL ABOVE IS SIGNED UNTIL ABOVE IS SIGN -ED DEPARTMENT OF BUILDING / CODE ENFORCEMENT / FIRE PROTECTION / PLANNING AND PREVENTION 1735 Montgomery Street 4r _ Oroville, CA 95965 NJ Phone: (530) 538-2425 CORRECTION NOTICE Building or property address The following listed corrections must be made. Contact this office for a . reinspection when corrections are made. If you have any questions concerning any of the listed items please contact this office immediately. E Inspector / �li'f Date v fG / / DEPARTMENT OF BUILDING / CODE ENFORCEMENT / •FIRE PROTECTION / PLANNING AND PREVENTION 1735 Montgomery Street Oroville, CA 95965 Phone: (530) 538-2425 0ZJ :�r / 6 dl� -S A - CORRECTION NOTICE Building or property address The following listed corrections must be made. Contact this office for a reinspection when corrections are made. If you have any questions concerning any of the listed items please contact this office immediately. l Inspector —41 //" -- Date -4//' M9y-12-20050HU) 15:59 s P. 001/001 0 - August 12, 2005 Attn Joan Ruth To Whom It May Concern: I Byron Parsons the property owner of 1020 10'x' street in Oroville to hereby give you permission to process and relinquish to Mr. Shawn McJunkin a permit to install a propane tank on said property. Sid ely, B n Parsons, CEO First Responder EMS. Inc • • February 24, 2006 Byron Parson PO Box 24 Chico, CA 95927 RE: Permit No. MISC05-275 Dear Byron Parson: CITY OF OROVILLE DEPARTMENT OF COMMUNITY DEVELOPMENT AND PUBLIC WORKS 1735 MONTGOMERY STREET * OROVILLE, CA 959654897 530-538-2401 Fax 530-538-2426 www.cityoforoville.org This notice is to inform you that our records show that the Building Inspection Department has not finaled the permit for. the work at 1020 10'h Street in Oroville. isPlease be advised that you have (2 weeks) from the date of this notice to call for a final inspection, or this permit will be voided. Thank you in advance for your cooperation in this matter. If you should have any questions, please call me at 538-2425 between the hours of 8:00 a.m. and 5:00 p.m. cerel , ala Atterberry Counter Technician Enclosure Cc: Street File Correspondence File L� LONGFELLOW LUMBER CO. ■ Quality Truss' Design ■ Roof & Floor Systems (800) 678-0112 (530) 893=0112 • FAX (530) 893-0140 Department Of 89 Loren Avenue Code Enforcement ed Chico, CA 95928-7434 C6 ()fr®r®valle ®ate5 -;?8 ;aW BY C,12 Customer: Address: �©� (S,�_ AP# t ` INc. Job No: L� O U4� Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 01. (916) 676-1900 KAUw NOW aP11i12IRywClem wM.MMIN"Iia Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800)678-0112 (530) 893-0112 - FAX (530) 893-0140 89 Loren Avenue ME Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: c� DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's 'recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber- from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. . ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written. approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers,, etc. on trusses unless truss engineering has been designed to accomodate,the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. m M m m m W m m m m m m m LONGFELLOW LUMBER COMPANY 89 LOREN AVE Name: SIMMONS, RANDY Truss transferred from Layout r r r CHICO, CA r r r r r r r r Job: Q Q Q Q Telephone: 530-893-0112 Q Q Q FIT RS0 30 Q Q Fax: 530-893-0140 lik bealbu N:VdRe om��]301 Scale: 1 : 90 Date: 7/30/02 Drawn By: r r r r r r r r r r r r Q Q Q Q Q Q Q Q Q Q Q Q PAGE 1 OF _NQTc : a T LATEaAL BRACE �GPAiLj S VALi� �2 RE PLAci►JG cm T . P, ACAS AT V2. 0P AT Ire / O.G. ► YP. 2 SOWS 0. &- TYP. •2�} RAGE • /—SA4 E7RA6E WITP WEV (2x6 HAy 1012 NAIL -5 C,9 Vl 0. G. TTP. 012 Ylt� NO?E=F0 NTS D, P, 1!7F -A&E: HUST 6E 120 % THE LENGTH 0P T14E TP1t5 DETAIL 15 TO �,E USED A5 AN ALT.. POR ONE CONTINUOUS LATERAL RAGE. (L.1' T-�F--.1�L �,7 r'02. &� p Tjl�IL TRU5r-P5 ( NOTE: 2X3, 2X4, OR 1X4 GRADED LUMBER LATERAL BRACE PER TRUSS MAR 2 7 2002 . DESIGN WITH 2-100 PER WEB (TYP). BRACE MAY BE ATTACHED TO EITHER NARROW FACE OF WEB. (SEE NOTE BELOW)* RESTRAINT REQUIRED AT EAG. END OF 6RAGE AND AT 20'-0" INTER�hLS. REFER TO Alts-ql SUHHARY S4IEET POR REGOHHENDA?IONt OF T4E TF? -U55 PLATE lNSTUTE • ttqlc- 7E or p �4rp►,4PHt «�i�l .oie ,U1J •fl r.. /Zy'!P Cit 24 A60.046T KeM(�eK May 31, 2002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads MiTek industries, inc. 7777 GREENBACK LANE, SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 676 1900 MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with 10d nails at 12" o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call meat 1-800-772-5351. Sinc QR FESSfpN-� p0NG yG Z,,, Zwe RedongXONN�861' Director Western Operations RY/ek JOD Truss russ ype Y y FIRS0730 Al ROOF TRUSS 12 1 R7171380 (optional) to 0 pr ek industries, Inc. Tue u . . age 2-0.0 5-7-11 10.9-14 16-0-0 21.2-2 26.4.5 32-0-0 34-0-0 2-0-0 5-7-11 5-2-2 5-2-2 5-2.2 5.2-2 5-7-11 2-" 4x4 = Scale = 1:72.9 7.00 [TZ- 3X4 T - 3x4 = I 8.2-13 I _ 16-04 8-2-13 7-9-3 3x8 = 3x4 23-93 7-9.3 3x4 = 32-0-0 8-2-13 LOADING (psf) SPACING 2.M CSI DEFL in (loc) Udefl PLATES TCLL 33.5 Plates Increase 1.15 TC 0.56 Vert(LL) -0.12 14-15 >999 M1120 TCDL 10.0 Lumber Increase 1.15 BC 0.64 Vert(TL) -0.25 12-14 >999 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.08 10 Na BCDL 7.0 Code UBC97/ANSI95 1st LC LL Min I/defl = 240 Weight: 162 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1-G TOP CHORD Sheathed or 3-6-12 oc purlins. BOT CHORD 2 X 4 DF No.t G WEBS C ORD Rigid ceiling dir - -0 oc bracing. 2 X 4 DF Std -G 'Except' EBS a ml pt 5-14,7-14 5-14 2 X 4 OF No.1-G, 6-14 2 X 4 DF No.1-13 7-14 2 X 4 DF No. t -G REACTIONS (lb/size) 2=1788/0.3-8, 10=1788/0-3-8 FORCES(lb) - First Load Case Only TOP CHORD 1-2=43, 2-3=-2524, 3-4=-2232, 4-5=-2232, 5-6=-1567, 6-7=-1567, 7.8=-2232, 8-9=-2232, 9-10=-2524, 10-11=43 BOT CHORD 2-15=2157,14-15--1769,13-14=1769,12-13=1769,10-12=2157 WEBS 3-15=-361, 5-15=422, 5-14=-658, 6-14=1129, 7-14=-658, 7-12=422, 9.12=-361 NOTES 1) Design load is based on 33.5 psf specified roof snow load. 2) Roof design snow load has been reduced to account for slope. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B , UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members 6) This truss has been designed with ANSUTPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING - Verify deli. -n parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters 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 responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibillly of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSS - 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotrio Drive, Madison, W153719 MiTek Industries. Inc. Vz Id-19HION '1N1 gaiNIgnnmi �qI iw waI GRIP 220/195 July 30,2002 q _7.nn7 nv inr FIRS0730 I81 2-0-0 ROOF TRUSS 6.2-13 6.2-13 11 1 --217201 SKI s Apr 2 12-0-0 I 17-9.3 5-9-3 46 II 4 R7171381 anal us es, Inc. I ue Julage 24-0-0 126_0 6.2-13 2-0-0 • Scale = 1:60.0 3x4 = 3x4 = 3x4 = 0 0 8.1-14 15-10-2 24-" B-1.14 7-8-5 8-1-14 -I-M- --2T— LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 33.5 Plates Increase 1.15 TC 0.71 Verl(LL)-0.11 8-10 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.58 Vert(TL) -0.20 8-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.04 6 n/a BCDL 7.0 Code UBC97/ANS195 1st LC LL Min Vdefl = 240 Weight: 108 Ib BRACING LUMBER TOP CHORD 2 X 4 DF No.1-G TOP CHORD Sheathed or 4-2-6 oc purlins. BOT CHORD Rigld ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 DF No. 1-G WEBS 2 X 4 DF Std -G "Except' 4-10 2 X 4 OF No,1-G, 4-8 2 X 4 DF No.1-G REACTIONS (Ib/size) 2=1384/G-3-8,6=1384/0-3-8 FORCES(lb) - First Load Case Only TOP CHORD 1-2=43,2-3=-1700,3-4=-1451 , 4-5=-1451,5-6=-1700,6-7=43 BOT CHORD 2-10=1454, 9-10=993,8-9=99i, 6-8=1454 WEBS 3-10=-419, 4-10=543, 4-8=543, 5.8=-419 NOTES 1) Design load Is based on 33.5 psf specified roof snow load. 2) Roof design snow load has been reduced to account for slope. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6 This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard �l A NO. 9919 EKP -3004 t1,11IRNING - Verify dcsign parameiers and READ NOTES ON THIS AND REVERSE SIDE: BEFORE. USE July 30,2002 Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters 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 responsibility of the erector. n.+ Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance and bracing, consult OST -88 Duality Standard, DSB- MIN regarding fabrication, Quality control, storage, delivery, erection, 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss MiTek Industries, InC. Plate Institute, 583 D'Onolrlo Drive, Madison, WI 53719 ti/E 'd— 1999'ON ON S31nsnaN1 f311N Nd81 9 ZOOZ 'OUlAr rFol'RS cuss russ ype =Y1 R717138"I 0730 B2 ROOF TRUSS loptional) LUIIaICI1UW LUIIIUVI \1u., IIIU., VI11 W, l'q. DJ.7GV`IYW -r.Gv 1 �I�, a ,•w ,v Gvvv ,•,,, cn ,,,��.�,,, , ,v. ,..,.a �•., •.v ,.......• •.• -- .-,.. 1-2-0-0,6-2-13 1 12-0-0 1 17-9-3 24-0-0 X26-0-01 2-0-0 6-2-13 5-9-3 5-9-3 6-2-13 2-0-0 Scale = 1:61.7 NO TOP CHORD NOTCHING IS ALLOWED WITHIN 24 IN. OF THE HEEL JOINT(S). In 411 0 FLUSH W/ BC 4x12 5x12 114x12 4x12 4 4x12 �� 4x12 412 3x10 \\ 3x10 4x4 = 44 = 4x4 = 8-1-14 15-10-2 24-0-0 8-1-14 7-8-5 B-1-14 10� 6x8 I I 6 to er 71 7l 0 4X6 = FLUSH W1 BC LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 33.5 Plates Increase 1.15 TC 0.89 Vert(LL) -0.11 8.10 >999 M1120 2201195 TCDL 10.0 Lumber Increase 1.15 BC 0.85 Vert(TL) -0.25 8.10 >999 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(TL) 0.11 6 n/a BCDL 7.0 Code UBC97/ANSI95 1st LC LL Min I/deft= 240 Weight: 214 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 3-9-15 oc purlins. BOT CHORD 2 X 4 DF No.1-G BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std -G ;Except' 4.10 2 X 4 DF No. 1-G, 4.8 2 X 4 DF No.1-G OTHERS 2 X 4 DF Std -G REACTIONS (Ib/size) 2=3126/0-3-8 (input: 0-3-8), 6=3122/0-3-9 (input: 0-3-8) Truss bearing width may be reduced to 3.5 in. when Max Grav2=3309(load case 2), 6=3315(load case 3) conn. plates are installed as shown @ jt. 6 Wall top plate shall be designed by others. FORCES (lb) - First Load Case Only TOP CHORD 1-2=87, 2-3=-4262, 34=-3596, 4-5=-3580, 5-6=-4257, 6-7=87 BOT CHORD 2-10=3701, 9-10=2527, 8-9=2527, 6-8=3697 WEBS 3.10=-1128, 4-10=1224, 4-8=1203, 5-8=-1088 NOTES 1) Design load is based on 33.5 psf specified roof snow load. 2) Roof design snow load has been reduced to account for slope. 3) Unbalanced snow loads have been considered for this design. 4) All plates are 1.5x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 1.4.0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) WARNING: Required bearing size at joint(s) 2, 6 greater than input bearing size. 9) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1) Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=174.0, 6-7=-174.0, 2-6=-14.0 Trapezoidal Loads 5 m Vert: 2= -175.1 -to -4=-261.0, 4= -261.0 -to -6=-175.0 ® 1VARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USF. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters 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 responsibility of the erector. n. 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 OST -88 Quality Standard, DS8- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available Irom Truss MR Plate Institute, 683 D'Onofrlo Drive, Madison, WI 63719 MiTek Industries, Inc. July 30,2002 0 'd -1999'0N IgnnNI Nailw WART a —7nn7 -nvinr _45o 12 —I 4 or greater BOTTOM CHORD TEMPORARY BRACING DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. �-11 cAsl Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. >< BOTTOM CHORD PLANE WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Temporary cross bracing at each end of the building Sk, and repeated at WEB MEMBER PLANE Frame 4 J" BOTTOM CHORD BOTTOMCHORD DIAGONALBRACE MINIMUM LATERALBRACE SPACING(DBs) SPAN PITCH SPACING(LB) [#trusses] SP/QF IS HIF Up to 32' 4/12 15' 1 20 1 15 Over 32'- 48' 4/12 1 15' 1 10 1 7 Over 48'- 60' 4/12 1 15' 1 6 1 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. �-11 cAsl Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. >< BOTTOM CHORD PLANE WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Temporary cross bracing at each end of the building Sk, and repeated at WEB MEMBER PLANE Frame 4 0 12 � 4 or greater PITCHED TRUSS TOP CHORD TEMPORARY BRACING TOPCHORD MINIMUM SPAN MINIMUM PITCH TOP CHORD LATERALBRACE SPACING(LBJ RD ' FDIAGONALBRACE (DBS) ses I SPF/HF Up to 32' 4/12 1 8' 20 15 Over 32'- 48' 4/12 1 6' 10 7 Over 48' - 60' 4/12 1 5' 6 4 Over 60' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lContinuousTnnChnrd lapped at least 2 Lateral Brace trusses. RPt1i,lrPd 32 of t/ 10" or Gr( Attachm Requirec Top chords that are laterally braced can buclde together and cause collapse if there is no diagonal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are at- tached to the topside of the top chord. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A SCISSORS TRUSS TOP CHORD TEMPORARY BRACING Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF = Douglas Fir -Larch SP = Southern Pine HF = Hem -Fir SPF = Spruce -Pine -Fir Continuous Top Chord Lateral Brace Required / 10" or Greate( Attachment Required - Top chords that are laterally braced can buclde together and cause collapse if there Is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least 2 trusses. fess Frame 3 x45° TOPCHORD MINIMUM TOPCHORD DIAGONALBRACE PITCH LATERALBRACE SPACING(DBJ SPAN DIFFERENCE SPACING(LBs) # trusses SP/DF SPF/HF Up to 28' 2.5 7' 17 12 Over 28'- 42' 3.0 6' 1 9 6 Over 42'- 60' 1 3.0 1 5' 1 S 1 3 Over 60' 1See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF = Douglas Fir -Larch SP = Southern Pine HF = Hem -Fir SPF = Spruce -Pine -Fir Continuous Top Chord Lateral Brace Required / 10" or Greate( Attachment Required - Top chords that are laterally braced can buclde together and cause collapse if there Is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least 2 trusses. fess Frame 3 x45° 2x4/2x6 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING SPAN TOPCHORD MINIMUM LATERALBRACE DEPTH SPACING(LB) TOPCHORD DIAGONALBRACE SPACING(DBs) [#trusses] SP/DF ISPF/HF Up to 32' 30" 1 8' 16 10 Over 32'- 48' 42" 1 6' 6 4 Over 48'- 60' 48" 1 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 93 The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least - twotrusses. Top chords that are laterally braced can buckle Continuous and cause collapse if there is no diago- nal nal bracing. Diagonal bracing should be nailed Top Chord to the undersideofthetop chord when purlinsare Lateral Brace attached to the topside of the top chord. Required 10'1 End diagonals are essential for stability and must be duplicated on both ends of the truss system. Attachmer Required ' 201(DBS) 10 Trusses ® 1 Spp 2 0: z45° ot\e59 9`L/ A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 4x2 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least - twotrusses. =45° End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 Continuous Top Chord Lateral Brace Required 1011 Attachmer Required 30" or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. AWARNING: Do not attach cables, chains, or hooks WARNING11A: Do not lift single trusses with spans to the web members. greater than 30' by the peak. Approximately Approximateli 1/2 truss length 1/2 truss length Tag Truss spans less than 30' Line Spreader Bar, Toe In Spreader Bar Toe In Approximately 1/2 to 2/3 truss length Less than or equal to 60' Approximately 1/2 to 2/3 truss length Less than or equal to 60' Toe In MECHANICAL INSTALLATION Tag Lifting devices should be connected to Strongback/ Line the truss top chord with a closed-loop Spreader Bar attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weightofthetruss. Eachtruss should be set in proper position per the building designer's framing plan and held with �— the lifting device until the ends of the truss are securely fastened and tempo - Tag I rary bracing is installed. Line Tag Line Toe In At or above mid -height Tag Tag Line Line Strongback/ Spreader Bar 10' 2/3 to 3/a truss length 10' 1 10' 2/3 to 3/a truss length Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult registered professional engineer if different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracingof Metal Plate Connected Wood Trusses DSB-89> and A in some cases determine that a wider spacing is possible. GROUND BRACING: BUILDING INTERIOR 1°'truss of group of tr Frame 2 GROUND BRACING: BUILDING EXTERIOR Typical vertical attachment Typical horizontal tie member with MONO TRUSS TOP CHORD TEMPORARY BRACING SPAN MINIMUM PITCH TOP CHORD LATERALBRACE SPACING(LB) TOPCHORD DIAGONALBRACE SPACING(DBs) [#trusses] SP F SPF HF Up to 24' 3/12 8' 17 1 12 Over 24'- 42' 3/12 7' 1 10 1 6 Over 42'- 54' 3/12 6' 1 6 1 4 Over 54' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. PLUMB 12 3 or WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. i i i Truss D/50 Depth 12" D(in) 1' I I Lesser of 2' D/50 or 2" I I ± 1/4 3' Maximum Plumb Misplacement Line INSTALLATION TOLERANCES D(in) D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' IQ" 111 A' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' OUT -OF -PLUMB INSTALLATION TOLERANCES All lateral braces lapped at least 2 BOW Length L (in) ........................................ ........................................................... ........:::::::....... ................ ± Yo Lesser of U200 or 2" L (in) L (in) ........ T ......:::::::::::::::::::::::....... ±'/a Lesserof U200 or 2" L(in) 0200 L(ft) 50" 1/4" 4.2' 100" 1/2". 8.3' 150" 3/4" 12.5' L(in) U200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES DANGER: Under no, circumstances should A WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating prac- ti ces or indicates unsafe conditions that could result personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL . PLATE CONNECTED WOOD TRUSSES It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractors to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiorto the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof orfloor. These recommendations are based upon the collective experience of leading technical personnel in the wood truss CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad - Avised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. 'IM94 @ TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 industry, but must, due to the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSS STORAGE CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until installation A begins. Care should beexercised in banding remov- Jto avoid shifting of individual trusses. JA CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. JA WARNING: Do not lift bundled trusses by the bands. DANGER: Walking on trusses: which are lying flat Do not use damaged trusses. JAprohibited. is extremely dangerous and should be strictly Frame 1 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... YOUNG 832 Date..05/21/04 11:41:48 Project Address........ ******* --------------------- CHICO, CA *v6.01* I I Documentation Author... Gregory A. Peitz *******I B iqlding Permit # I Gregory A. Peitz Architect I C ,/L 383 Rio Lindo Ave. I Plan Check / Date Chico, CA 95926 I I 530-894-5719 I Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-YOUN832 Wth-CTZllS92 Program -FORM CF -1R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- FENESTRATION GENERAL INFORMATION ------------------- Conditioned Floor Area..... 832 sf Building'Type.............. Single Family Detached Construction Type ......... New Area Building Front Orientation. Front Facing 180 deg (S) Interior Number of Dwelling Units... 1 Orientation Number of Stories.. ....... 1 Factor Floor ConstructionType.... Slab On Grade Shading Glazing Percentage......... 16.3 % of floor area Average Glazing U -factor... 0..43 Btu/hr-sf-F ------ ------ Average Glazing SHGC....... 0.46 -------------- Average Ceiling Height..... 9 ft Left BUILDING SHELL INSULATION Component ------------------------- Frame Cavity Sheathing Total Assembly Type ------------ Type R -value R -value ----------------------- R -value U -factor Location/Comments' -------------- ------------------------ Wall Wood R-13 R-0 R-13.. 0.088 FRONT, LEFT, BACK 0.550 0.650 RIGHT Roof n/a R-38 R-n/a R-38 0.025 Attic FENESTRATION 1(A$ Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC. Shading Shading Fins -------------------- -- ------ ------ --------------- -------------- ----- Window Left (W) 0 0.350 0.340 Standard Standard None Door Left (W) 0.0 0.550 0.650 Standard Standard None Window Left (W) vi 0 0.350 0.340 Standard Standard None Door Back (N) y.5 0.550 0.650 Standard Standard None Window Back (N) 3.0 0.350 0.340 Standard Standard None Window Back (N)15.0 0.350 0.340 Standard Standard None Window Right (E) ✓jf.0 0.350 0.340 Standard Standard None Window Right (E) 0 0.350 0.340 Standard Standard None Door Front (S) 7.8 0.550 0.650 Standard Standard None 1(A$ CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... YOUNG 832 Date...05/21/04 11:41:48 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-YOUN832 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ Standard Slab 832 REMARKS HVAC SYSTEMS ------------ Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type ------------ Efficiency ------------ Airflow Location ------------------ R -value ------- Leakage ------- D ------ Type ---------- Furnace 0.800 AFUE n/a R-0 Setback ACSplit 10.00 SEER No R-0 Setback .WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ Storage ----------- Gas ------------------- Standard -------------- 1 0.58 ------ 50 ---------- R- n/a REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... YOUNG 832 Date..05/21/04 11:41:48 MICROPAS6 v6.01 File-YOUN832 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case 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. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... GREGORY A. PEITZ Name.... Company. GREGORY PEITZ ARCHITECT Company. Address. 383 RIO LINDO`AVE Address. CHICO, CA 95926 Phone... '(530) 894- 9 Phone... License. C212 3 Signed.. --Signed.. (date) ENFORCEMENT AGENCY 1 0. 0' 1 E, RIP ni DOCUMENTATION AUTHOR Gregory A. Peitz Gregory A. Peitz Architect 383 Rio Lindo Ave. Chico, CA 95926 530-894-571 7 A- y c (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... YOUNG 832 Date..05/21/04 11:41:48 Project Address........ ******* --------------------- CHICO, CA' *v6.01* I I Documentation Author... Gregory A. Peitz ******* I Building Permit # I X0 Gregory A. Peitz Architect I 02A 1, 5 29 -CJI 383 Rio Lindo Ave.' I Plan Check / Date I Chico, CA 95926 I I 530-894-5719 I Field Check/ Date I Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-YOUN832 Wth-CTZllS92 Program -FORM MF -1R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the 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.' BUILDING ENVELOPE MEASURES -------------------------- Design- er *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or T 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. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. 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. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and -16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door Enforce- ment MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... YOUNG 832 Date..05/21/04 11:41:48 MICROPAS6 v6.01 File-YOUN832 Wth-CTZllS92 Program -FORM MF -1R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning oras pilots allowed_ SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. 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. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used,for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... YOUNG 832 Date..05/21/04 11:41:48 -----------------------------------------------------=------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-YOUN832 Wth-CTZllS92 Program -FORM MF -1R I I User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case I ------------------------------------------------------------------------------- resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters,.spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER -METHOD SUMMARY Page 1 C -2R Project -Title .......... YOUNG 832 Date..05/21/04 11:41:48 Project Address........ ******* --------------------- CHICO, CA *v6.01* I I Documentation Author... Gregory A. Peitz ******* I Building .Permit # `�/I Gregory A. Peitz Architect I _',1t. S-2$-�ql 383 Rio Lindo Ave. I Plan Check / Date I Chico, CA 95926 I I 530-894-5719 I Field Check/ Date I Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-YOUN832 Wth-CTZ11S92 Program -FORM C -2R I I User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case I ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design ---------- Design ---------- Margin = ---------- = Space Heating.......... - 9.99 6.43 _ 3.56 = = Space Cooling ..........11.60 12.37 -0.77 = = Water Heating.......... 24.53 21.73 2.80 = = Total 46:12 40.53 5.59 = _ *** Building complies ----------------------------------------------------------------- ----------------------------------------------------------------- with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 832 sf Building Tyne .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear 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..... Slab On Grade 1 7488 cf 832 sf 16.3 % of floor area 0.43 Btu/hr-sf-F 0.46 9 ft COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... YOUNG 832 Date..05/21/04 11:41:48 MICROPAS6 v6.01 File-YOUN832 Wth-CTZllS92 Program -FORM C -2R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit -------------- ------------ ----------------------- ----- -------- --------- HOUSE Residence 832 7488 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES --------------- Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments -------------- ------ ----- ----- --- --- ----------------- ------------- 7 -- HOUSE 1 Wall 216 0.088 13 - 180 90 Yes W.13.2X4.16 FRONT 2 Wall 229 0.088 13 270 90 Yes W.13.2X4.16 LEFT 3 Wall 201 0.088 13 0 90 Yes W.13:2X4.16 BACK 4 Wall 263 0.088 13 90 90 Yes W.13.2X4.16 RIGHT 5 Roof 832 0.025 38 n/a 0 Yes None Attic FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- ----- ----- ----- --- ---- -------------- -------------- HOUSE 1 Window Left (W) 24.0 0.350 0.340 270 90 Standard/0.76 Standard/0.68 2 Door Left (W) 20.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 3 Window Left (W) 15.0 0.350 0.340 270 90 Standard/0.76 Standard/0.68 4 Door Back (N) 15.5 0.550 0.650 0 90 Standard/0.76 Standard/0.68 5 Window Back (N) 3.0 0.350 0.340 0 90 Standard/0.76 Standard/0.68 6 Window Back (N) 15.0 0.350 0.340 0 90 Standard/0.76 Standard/0.68 7 Window Right (E) 16.0 0.350 0.340 90 90 Standard/0.76 Standard/0.68 8 Window Right (E) 9.0 0.350 0.340 90 90 Standard/0.76 Standard/0.68 9 Door Front (S) 17.8 0.550 0.650 180 90 Standard/0.76 Standard/0.68 SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ HOUSE Standard Slab 832 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... YOUNG 832 Date..05/21/04 11:41:48 ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-YOUN832 Wth-CTZ11S92 Program -FORM C -2R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- HVAC SYSTEMS ------------ Refrigerant Tested . ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff -------------------------------------------------------------------- ---- HOUSE Furnace 0.800 AFUE n/a R-0 0.000 ACSplit 10.00 SEER No R-0 0.000 WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.58 50 R- n/a REMARKS CONSTRUCTION ASSEMBLY Page 1 3R -------------------- Project Title.......... YOUNG 832 Date..05/21/0.4 11:41:48 ------------ I MICROPAS6 v6.01 File-YOUN832 Wth-CTZllS92 Program -FORM 3R I User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case --------------------------------- Parallel Path Method Reference Name . W.13.2X4.16 Description .... Wall R-13 2x4 16oc Type ........... Wall R -Value ........ 13 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0-.15 ---------------7----------------- Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name ------------- Description ---------------------------------------- R -Value R-Value 0. FILM.EX Exterior air film: winter value --------- 0.17 --------- 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3c. BATT.R13 R-13 batt insul (cavity = 3.5 in) 13.00 -- 3f. FIR.2X4 2x4 fir -- 3.46 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values --------- 14.53 --------- 5.00 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------------------------------------------ U-Factor: (1 / 14.53 x 0.85) + (1 / 5.00 x 0.15) = 0.088 Btu/hr-sf-F Total R -Value: 1 / 0.088 = 11.30 hr-sf-F/Btu HVAC -SIZING Page =1HVAC Project Title.......... YOUNG 832 Date..05/21/04 11:41:48 Project Address........ ******* --------------------- CHICO, CA *v6.01* J Documentation Author... Gregory A. Peitz ******* I iClldi g Permit # I Gregory A. Peitz Architect I b F'7 S lL/I 383 Rio Lindo Ave. I Plan Check / Date I Chico, CA 95926 I I 530-894-5719 I Field Check/ Date I Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-YOUN832 Wth-CTZ11S92 Program -HVAC SIZING I User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- GENERAL INFORMATION -------------- Floor Area.................. Volume.........:.. ....... Front Orientation.......... Sizing Location......... Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 832 sf 7488 cf Front Facing 180. deg (S) CHICO EXP STA 39.-7 degrees 27 F 70 F 102 F 78 F 37 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Description --------------------------------- (Btuh) ----------- Opaque Conduction and Solar...... 4352 Glazing Conduction ............... 2495 Glazing Solar .................... n/a Infiltration ..................... 4735 Internal Gain .................... n/a Ducts ........................... 1158 Sensible Load .................... 12740 Latent Load ...................... n/a Minimum Total Load 12740 Cooling (Btuh) 2711 1392 3757 1556 2100 1152 12669 2534 15202 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. GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 PROJECT: _amu �n � V�;� I have reviewed the truss submittal for the above project and all loading design criteria have been met. Architect tz Department Of Code Enforcement Approved Cod Of Or®volle """OFFICF�..' CV 13M. II I d®aY 4. A F� v ONO. C 21283 T" (P 30.00' 21 Ig -q.50 ?CPN 030-170-082 HOUSE 113.9i' '—J,"___'j _H010 - 10 H020'10 t h 5TF Y 1 1 N GREGORY A. PEITZ SITE PLAN -a for: ARCHITECT MIKE YOUNG 783 Rio Undo Ave. Chim, CA. 95926 (530) 894.5719 OROVILLE CALIFORNIA GREGORY A. P-EITZ ARCHITECT 383 RIO LINDO AVENUE, CHICO CA 95926 (916) 894-5719 Structural Calculations For: SUN SSD AR�y It 4.i� NO. C-21203 r1i Rrr.!� k)). n 7C:7 LOAD SUMMARY Wind Analysis Normal force method, exposure B, 75 mph wind speed P=Ce CgQsI WALLS P = .62 * 1.3 * 14.5 * 1.0 = .0117 ksf @ 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P =.76 * 1.3 * 14.5 * 1.0 =.0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P =.62 * 1.0 * 14.5 * 1.0 = `.009 ksf. @ 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf. @ 20 ft. P=.72*1.0*14.5*1.0=.011 ksf. @25 ft. P=.76*1.0*14.5*1.0=.011 ksf@ 30 ft. ROOFS 9:12 TO 12:12 P =.62 * 1. 1 * 14.5 * 1.0 = .0 10 ksf@ 15 ft. P = .67 * 1.1 * 14.5. * 1.0 = .011 kst @ 20 ft. P=.72*1.1*14.5*1.0=.012 ksf@ 25 ft. P=.76*1.1*14.5*1.0=.012 kst@ 30 ft. Seismic Analysis Static Method V = 2.5 Ca (w) _ '2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V = 2.5 Ca (w) = 2.5 * .36. = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Gravity Loads ROOF LOADS: 18 psf dead load + 16 psf live load = 34 psf total load FLOOR LOADS: 10 psf dead load + 40 psf. live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with I -coat stucco or siding Vf Yf Yf F F H W W W six Vf 0 Vf 000 vf00 N aav H h N (0) 22-141 50 SHEETS 22-142 100 SHEETS ' 22-144 200 SHEETS W. r � tt w W u � s 3/ vj 011 �. rl �. n V W. 22-141 50 SHEETS AMPAD 22-142 100 SHEETS 22-144 200 SHEETS lF N 1P 0 f a VI N N H H H W W W gxx 4A'A4n coo Ooo ..r C14 4 C4 CI CI CI CI N It 77/ 1 4;z'. 7. r A3S�_ qt \eve- tlS A S,4 ( V &.&( 157.z—B '94 0 c- 7 "t 60 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 22-141 50 SHEETS AMPAD 4� 22-142 100 SHEETS 22-144 200 SHEETS V' aAs\``Ya i - i 22-141 50 SHEETS AMPAD 4� 22-142 100 SHEETS 22-144 200 SHEETS s, OVIL m v V' aAs\``Ya s, OVIL m v 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS at d 0 en ing tress. Fb= 875 Shear Stress: Fv= 95 Modulus of Elasticity: E= 1600000 Stress Perpendicular to Grain: Fc_perp= 625 Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd=1.15 CI=1.00 Cf=1.30 Fv': Fv'= Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: 1.65 ft from left support Critical moment created by combining all dead and live loads. Maximum Shear: At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): M= lE PSI PSI PSI PSI 1304 PSI 109 PSI 1255 FT -LB 1521 LB Sreq= 11.6 IN3 S= Roof Beam[ 97 Uniform Building Code (91 NDS) 1 Ver: 5.03 IN3 Areq= By: greg Peitz . Gregory A. Peitz Architect on: 08-03-2002: 11:16:49 PM IN2 A= Prosect: SIMMONS - Location: WINDOW IN2 Ireq= 7.0 Summary: I= 111.1 IN4 3.5 IN x 7.25 IN x 3.3 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 21.5% Controlling Factor: Area / Depth Required 5.97 In Deflections: Dead Load: DLD= 0.00 IN Live Load: Total Load: LLD= 0.01 IN = L/4378 Reactions (Each End): TLD= 0.01 IN = L/2864 Live Load: LL-Rxn= 995 LB Dead Load: DL-Rxn= 526 LB Total Load: TL-Rxn= 1521 LB Bearing Length Required (Beam only. Support capacity not checked): BL= 0.70 IN Beam Data: Span: L= 3.3 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP= 7 12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Roof Loading: Roof Live Load -Side One: LL1= 33.5 PSF Roof Dead Load -Side One: DL1= 15.0 PSF Tributary Width -Side One: TW1= 16.0 FT Roof Live Load -Side Two: LL2. 33.5 PSF Roof Dead Load -Side Two: DL2= 15.0 PSF Tributary Width -Side Two: TW2= 2.0 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 6 PLF Slope/Pitch Adjusted Lengths and Loads: Adiusted Beam Length: Ladi= 3.3 FT Beam Uniform Live Load: wL= 603 PLF Beam Uniform Dead Load: wD_adl= 319 PLF Total Uniform Load: wT= 922 PLF Properties For: #2- Douglas Fir -Larch B d; S en ing tress. Fb= 875 Shear Stress: Fv= 95 Modulus of Elasticity: E= 1600000 Stress Perpendicular to Grain: Fc_perp= 625 Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd=1.15 CI=1.00 Cf=1.30 Fv': Fv'= Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: 1.65 ft from left support Critical moment created by combining all dead and live loads. Maximum Shear: At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): M= lE PSI PSI PSI PSI 1304 PSI 109 PSI 1255 FT -LB 1521 LB Sreq= 11.6 IN3 S= 30.6 IN3 Areq= 20.9 IN2 A= 25.3 . IN2 Ireq= 7.0 IN4 I= 111.1 IN4 Roof Beam[ 97 Uniform Buildinq Code (91 NDS) 1 Ver: 5.03 Bv:. . Peitz , Gregory A. Peitz Architect on: 08-03-2002:11:23:57 PM Project: SIMMONS - Location: CARPORT Summary: 6.75 IN x 15.0 IN x 24.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 6.5% Controlling Factor: Moment of Inertia / Depth Required 14.69 In Deflections: Dead Load: DLD= 0.48 IN Live Load: LLD= 1.02 IN = L/281 Total Load: TLD= 1.50 IN = L/192 Reactions (Each End): Live Load: LL-Rxn= 5628 LB Dead Load: DL-Rxn= 2629 LB Total Load: TL-Rxn= 8257 LB Bearinq Lenqth Required (Beam only. Support capacity not checked).: BL= 1.88 IN Camber Reqd.: C= 0.72 IN Beam Data: Span: L= 24.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 7 12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Camber Adjustment Factor: CAF= 1.5 X DLD Roof Loadinq: Roof Live Load -Side One:. LL1= 33.5 PSF Roof Dead Load -Side One: DL1= 12.0 PSF Tributary Width -Side One: TW1= 12.0 FT Roof Live Load -Side Two: LL2= 33.5 PSF Roof Dead Load -Side Two: DL2= 12.0 PSF Tributary Width -Side Two: TW2= 2.0 FT Roof Duration Factor: Cd= 1.15 Beam Self Weiqht: BSW= 25 PLF Slope/Pitch Adjusted Lenqths and Loads: Adjusted Beam Lenqth: Ladj= 24.0 FT Beam Uniform Live Load: wL= 469 PLF Beam Uniform Dead Load: wD_adj= 219 PLF Total Uniform Load: wT= 688 PLF Properties For: 24F -V4- Visually Graded Western Species Bendinq Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ev= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 650 PSI Bendinq Stress of Comp. Face in Tension: Fb_cpr= 1200 PSI Adjusted Properties Fb' (Tension): Fb'= 2591 PSI Adjustment Factors: Cd=1.15 Cv=0.94 Fv': Fv'= 219 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 49543 FT -LB 12.0 ft from left support Critical moment created by combining all dead and live loads. Maximum Shear: V= 8257 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 229.5 IN3 S= 253.1 IN3 Area (Shear): Areq= 56.7 IN2 A= 101.2 IN2 Moment of Inertia (Deflection): Irea= 1783.3 IN4 1= 1898.4 IN4 CITY OF OROVILLE BUILDING DEPARTMENT/CODE ENFORCEMENT CHECKLIST FOR SUBMITTAL OF BUILDING PLANS DATE-.,, 4/-_51 y FROM: LOCATION�OF PROPOSED CONSTRUCTION PROJECT U.B.C. GROUP: U.B.C. TYPE (USE) TOTAL SQUARE FEET OF BUILDING TOTAL SQUARE FEET OF GARAGE/CARPORT :�Z7(' TOTAL SQUARE FEET OF PORCH AREA rn� uPGli�.a w�C^ALd X S -V3 (bldg. Type value) a m 0rc2 h,lGY6,2./7—liL(bldg. type value) SPirvt x- (bldg. Type value) TOTAL CONST. VALUE: $ .24212 IX + $ ARE PLANS REQUIRED FOR THIS PROJECT? YES V NO IF PLANS ARE REQUIRED, PLEASE CHECK THE APPROPRIATE BOX(ES) WHICH WOULD APPLY TO THE PLANS. 1. Building Construction Plans A. Plans Received Y VIN_ Checked Y ,--'N_ Approved Y 2. Electrical Construction Plans A. Plans Received Y_ Checked /N_ / Y Approved Y v N_ 3. Mechanical Construction Plans A. Plans Received Y XN_ Checked /N_ 1"'N_ Y Approved Y 4. Plumbing Cosntruction Plans A. Plans Received Y ✓ N_ Checked ✓ Y N_ Approved Y V N_ 5. Grading/Site Construction Plans A. Plans Received Y_ N_ Checked Y_ N_ Approved Y_ N 6. Drainage Construction Plans A. Plans Received Y_ N_ Checked Y_ N_ Approved Y_ N_ 7. Sewer Construction Plans (Layout) A. Plans Received Y_ N_ Checked Y_ N_ Approved Y N_ 8. Landscape Construction Plans' \ A. Plans Received.z Y_ N_ Checked Y` N_ Approved Y_ N_ 9. Subdivision Construction Plans A. Plans, Received Y_ N_ Checked Y_ N_ Approved Y N_ 10.'Sign Construction Plans A. PlansReceivedY N Checked Y N_ Approved Y N 11. Other. SUBTOTAL OF BUILDING FEES PAID: $ IS,- V3 $ 15.00 $ /S Cp $ 7,dy $ Am $ 15.45.000�0 qq $ Ria $ C,.37i $ SAD �rzs� ADDITIONAL FEES MAY OR MAY NOT INCLUDE THE FOLLOWING CITY OF OROVILLE BUILDING DEPARTMENT/CODE ENFORCEMENT Drainage Fee (Thermalito Area Only) REQUEST FOR BUILDING PERMIT FEES City Sewer Connection Fee - # of EDUs_$696, 577, 348 $ BUILDING PERMIT $ ELECTRICAL ELECTRICAL PERMIT Filing Fee $ 15.00 Filing Fee Permit Fee $ 477,60 Service -amps Plan Check Fee(65%) $ 3�j, 3 Subpanel(s) kcomp. Strong Motion Fee $ (,, Temp. Power Pole Switches, Receptacles, Plan Retention Fee ;ZS Lighting(sq.ft. x $) Other $ Sign(s)-$15.00 Other 20 B • , i� �,.5aecc, Total Building Fees $ Total Electrical Fees PLUMBING PERMIT MECHANICAL PERMIT Filing Fee $ 15.00 Filing Fee Each Trap - $5.00 x $ 25ff-A Heating per schedule W/Heater-Gas - $7.00 x $ Who Cooling per schedule W/Heater-Ele. - $5.00 x $ Resi. Hood - $65.00 Rain Water Drain $ Com. Hood 1-$15.00 Gas Piping - $5.00 x $ 5,00 Com. Hood II -$9.50 Water Piping - $5.00 x $ S 40 Vent. Fan w/Duct $5.00_ Bldg. Sewer - $9.50 x $ R q� Evap. Cooler $6.50 Other $ Wood Burning $9.50 Other Total Plumbing Fees $ /'„(0,56 Total Mechanical Fees SIGN PERMIT Filing Fee $ 15.00 Permit Fee $ Plan Check Fee $ Total Sign Fees $ SUBTOTAL OF BUILDING FEES PAID: $ IS,- V3 $ 15.00 $ /S Cp $ 7,dy $ Am $ 15.45.000�0 qq $ Ria $ C,.37i $ SAD �rzs� ADDITIONAL FEES MAY OR MAY NOT INCLUDE THE FOLLOWING Drainage Fee (Thermalito Area Only) $ City Sewer Connection Fee - # of EDUs_$696, 577, 348 $ SC -OR Sewer Connection Fee - # of EDUs_x $1,000.00 $ Tap Connection Fee_x $104.85 $ Site Improvement Construction Inspection Fee $ Site Improvement Construction Inspection Plan Check Fee ($150.00) $ Residential Energy Plan Check $35.00 Residential Energy Compliance Inspection $35.00 Impact Fees Law Enforcement Fire Suppression/Protection Traffic/Circulation System Storm Drainage System Sewer Collection Facilities General Government/Administration Park Development SUBTOTAL OF OTHER FEES: TOTAL OF ALL FEES: School Fees (If applicable, these fees are to be paid pri to permit issuance) Industrial/commercial - $.34 x Sq. Ft Residential - $2.14 x Sq. Ft. $, $ ---f$'- $ -- — $ $---70 $ g7lS, Y ENGINEERS ESTIMATE AMBULANCE SERVICE DORM 10TH STREET @ ORO DAM BLVD. OROVILLE CALIFORNIA DATE 3/23/2004 NO. APPROX. QUAN. DESCRIPTION OF ITEM I UNIT PRICE TOTAL Off Site 1 40 CY ROADWAY EXCAVATION $ 20.00 $ 800.00 2 LS LF SAW CUT LS $ 400.00 3 LS EA CONNECT TO SS $ 20.00 $ 1,000.00 4 25 LF 4" SS $ 25.00 $ 625.00 5 LS EA CONNECT TO SD LS $ 1,000.00 6 18 LF 15" SD $ 70.00 $ 1,260.00 7 1 EA SDMH $ 2,000.00 $ 2,000.00 8 169 LF VERTICAL CURB & GUTTER $ 20.00 $ 3,380.00 9 1014 SF SIDEWALK $ 20.00 $ 20,280.00 10 408 SF DRIVEWAY $ 20.00 $ 8,160.00 11 65 TON AGGREGATE BASE $ 20.00 $ 1,300.00 12 15 ON ASPHALT CONCRETE $ 20.00 $ 300.00 13 11 SY AC PAVEMENT TRANSITION $ 20.00 $ 220.00 OFF SITE WORK TOTAL ON SITE $ 40,725.00 1 LS GRADING $ 1,000.00 $ 1,000.00 2 80 LF 4" SS $ 20.00 $ 1,600.00 3 1 EA SSCO LS $ 200.00 4 32 LF 15" SD $ 50.00 $ 1,600.00 5 1 EA SDDI $ 1,000.00 $ 1,000.00 6 230 TON AGGREGATE BASE $ 15.00 $ 3,450.00 7 55 TON ASPHALT CONCRETE- $ 50.00 $ 2,750.00 8 LF STRIPING, SIGNS WHEEL STOPS ON SITE WORK TOTAL $ 11,600.00 GRAND TOTAL $ 52,325.00 NOTE: This estimate was prepared by quantities provided by the client and as a guide only, and is subject to possible change. It has been prepared with unit prices which, to the best of our knowledge and judgment, is sufficient to satisfy our understand of the purpose of this estimate. BBA Engineering, makes no warranty, either express or implied, as to the accuracy of this estimate. DECEIVE® AUG 2 S 2004 PUBLIC WORKS 03-006 Page 1 of 1 Darinka Carey From: Joshua D. Stuart Sent: Tuesday, March 23, 2004 11:24 AM' To: Darinka .Carey Subject: RE: PLAN CHECK FOR AMBULANCE SUB STATION - 10TH STREET Their site plans were approved on 1/20/04. A cost estimate for offsite and onsite improvements is not in the file and has not been placed in Trakit. BBA engineering was asked for the estimate on 9/16/03 according to notes in Trakit. The estimate has not been provided. Public Works cannot provide the fees for the plan checking or the construction site inspection fees until the estimate has been reviewed. I notified BBA Engineering of the hold up. Please do not provide building permits until this is resolved. Thanks, Josh c From: Darinka Carey Sent: Monday, March 22, 2004 2:46 PM To: Eric M. Teitelman; Felicia Haslem; Jo A. Sherman; Joshua D. Stuart; Michael G. Boulant; Charles L. Miller Subject: PLAN CHECK FOR AMBULANCE SUB STATION - 10TH STREET WE HAVE RECEIVED THE PLANS FOR THE NEW SUB STATION, PLEASE LET US KNOW IF YOU HAVE ANY PROBLEMS. SMILE THANKS :i1ai1nna April 6, 2004 Mike Young P.O. Box 221 Forest Ranch, California 95922 DISCOVER GOLD ... DISCOVER OROVILLE 1735 MONTGOMERY STREET • OROVILLE, CALIFORNIA 95965-4897 PLAN CHECK FOR AMBULANCE STATION IN OROVILLE, CALIFORNIA Dear Mr. Young, The plans for the ambulance station that is proposed for Oroville are being checked according to the requirements of California State and local codes. An item surfaced during the plan check that will require attention/correction in order to continue. That item is as follows. The energy performance report for the building has the full accounting of the doors and windows, however it seems to be ninety (90) degrees out of phase with its intended orientation. At the top of the report it is specified that the front of the building is facing west but the fenestration and door listings for the areas do not match. The openings that are west are listed as north and this continues around the balance of the building. Please have this corrected and re -submitted to the Building Division so that the plan check may be completed. I am currently performing the plan check parallel with the Development Review process so that once clear of the public review process for your project may get underway. If you should have any questions please give me a call Monday through Friday during normal business hours (8:00 a.m.-to 5:00 p.m.). Yours for Fire & Life Safety, Yo � �✓QA-� E -La David E. Noel Building Official/Fire Marshal INS�EUTIONF Ex� APP�IC�ANTsS STATUS ENCROACHMENT TYPE ttbtyg *mpany 4 Temporary (3 months Maximum) 4 Cash0W7 ry P ope��rtyOwn�er © ❑ Permanent �� � '�° �> � Conttactor i'y' , - • v PURPOSE• q)\ a�ENCROACHMENT CONDITIONS '1 SU NCE_ See reve��rsesioe for details , Contr cto, MaioP ject $1,000perocc : �, Contractorr,-,Mmors�rolect=$50 ��0,�OO�per Homeo eO $300AvuUtper E�XXCAVA�TIONB®ND�$2500�� t CI�T�1f�U NESS IICENSE� � � � �` CP f k � � � ;} # A:x J�'vir¢ EFI-�4S'�� � ' • ENCROACHMENTPERMIT -,, C�rnted' "ODeniedd PROJECTED START DATE .. •O Z -'`G� CONDITIONS ` SE LOW orrSE :TTACHE SHEEN PROJECTEDCOMPLETION DATE`? -/ "w° Rx* r � �• � ., .e i. ice`-} a _'ems - _ gg ;(PERMIT EXPIRES ON THIS DATE) the undersigned applicant, shall defend, Indemnify Wo andehold harmless the City of Oroville and its offcers, 5 < officials, employees and agents from and . against all IN n � : claims,. damages,. losses and expenses, including. cs V r i x r attorney fees, arising out of the, performance of .the CITYCONTACT:�� �. � � work described herein, caused i i whole or in part by any' negligent 'act or omission of myself, anyone P x _ directly or indirectly employed by me or anyone whose actSa May hable�except where caused by the active , b negligence, sole negligence, or willful misconduct of • � � � - the City of.OroviIle; INITIAL. INSPECTIOWAPPRO; s Furthermore, inacknowled in receipt of this,permit, O>Si0 Matenals; : 10 Workmanship - I hereby declare the,work described' by .this permit to be.''done accordin '-to all State, Federal Safety Bye, r �z Regu a ''ons an 'CODE .OF THE CITY'OF. z g ORO L E; and all applica, a Ordinances and Sections j FINAL INSPECTIONAPROVAt_ there Slte O Workn�stip� Byeb. Date.>. Date Applicant PUBLIC WORKS DEPARTMENT CONSTRUCTION AND PLAN CHECK ' �1 PROJECT NAUC. PARCEL N0. APPLICANT: PHONE NO. TYPE Drainage Fees: Thermalito Drainage Fees: City Pian Check Fees & Land Dev. Map Check Fees Construction Inspection Fees: Landscaping/Lighting District Fees Grading Fees: Outside. Sewer Application Fee: City Sewer Connection Fees:. (Per f.D.U) SCOR Sewer Connection Fees: (Per E.D.U.) Sewer Tap Fees: Moving Permit/Encroachment Fees T -Hangar No. Lease payment: New T -Hangar No. Lease Pymt. Airport Ground Lease Payment: T -Hangar Deposit: Plans & Specs: Traffic Transportation Impact Fee: Law Enforcement Impact Fees: Fire Suppression Impact Fees: General Government Impact Fees AMOUNT ACCOUNT NUMBER $ - 109.4223.7400 $ 109.4227.7400 $ 001.4665.3000 $ 001.4664.3000 $ 001.4691.3 006 $ A. • 001.4692.3000 $ 104.4890.4550 $ 104.4621.4550 vl�/ 1 $ 620.2906 ` $ 104.4622.455. $ 001.4290.300 $ 130.1300.3500 C $ 130.4510.3500 \ $ 130.4510.3500 $ 620.2500 $ 001.4696.3000 $ 108.4224.7400 $ 159.4226.7400 $ 163.4226.7400 $ 169.4226.7400 afrs Signature Date plicant's Signature Date q, 4• CITY OF OROVILLE BUILDING DEPARTMENT/CODE ENFORCEMENTIFIRE PROTECTION, PLANNING AND PREVENTION 1735 MONTGOMERY STREET, OROVILLE, CALIFORNIA 95965 PHONE NO.: (530) 538-2425 / FAX NO.: (530) 538-2426 CHECKLIST FOR PLAN REVIEW NOTE: INCOMPLETE PLANS AND SPECIFICATIONS SHALL NOT BE ACCEPTED FOR PLAN CHECK PLANS AND SPECIFICATIONS SHOULD INCLUDE THE FOLLOWING, IF APPLICABLE. - 1 . PPLICABLE: 1. Handicapped Requirements 2. Energy Calculations 3. Landscaping and Irrigation Plans 4. Parking Layout(s) 5. Drainage Design 6. Site Plans (grading) 7. Sewer Plans 8. All other pertinent plans and specifications necessary to complete plan check NOTICE TO CONTRACTORS ALL CONTRACTORS WORKING WITHIN THE CITY OF OROVILLE LIMITS MUST HAVE A CURRENT FILE WITH THE BUILDING DEPARTMENT, A CURRENT CITY OF OROVILLE BUSINESS LICENSE AND A CERTIFICATE OF WORKERS' COMPENSATION INSURANCE, IF APPLICABLE. IF SUB -CONTRACTORS ARE . INVOLVED, THEN A LIST OF THOSE PERFORMING THE WORK MUST HAVE A CURRENT FILE WITH THE BUILDING DEPARTMENT, A. CURRENT CITY OF OROVILLE BUSINESS LICENSE AND A CURRENT CERTIFICATE OF WORKERS'. COMPENSATION INSURANCE ON FILE. PLEASE CHECK YOUR PLANS AND SPECIFICATIONS FOR THE ABOVE ITEMS!!! HOW TO OBTAIN A BUILDING PERMIT Completed. building application. 2. Three (3) complete sets of plans. Minimurn size 18"x 24 minimum scale 1/8" to 1". (Note: the size of the plans can vary depending on the project and the completeness of the plans.) Plans should include the following, if applicable_ Plot plan outlining the following: (Note: Not required for remodels where the building lines do not change.) a. North arrow b. Location of all structures, existing and proposed C. All property line setbacks and building separations d. Street and parking layout (as required) II. Floor plan for all floors showing the following: a. Plumbing layout, including all fixtures, DWV piping locations, sizes and materials b. Electrical layout, including service size & location sizes and materials C. HVAC layout (including make, type & BTU rating of equipment, duct work & return air) d. Size, location and type of water heater e. Location, size and type of all doors, windows and skylights III. Exterior elevations showing details pertinent to the structural and architectural elements of construction, decks, porches, stairways, steps, ramps, overhangs, roof slope and covering. Exterior wall finish and slope of existing or finish grades. IV. Construction details, including all of the following: a. Typical and special footing and floor details b. Underfloor construction and floor construction C. Typical wall and ceiling framing details d. Engineered or other retaining walls e. Roof truss design calculations (if required) V. Plans shall include compliance with CA Energy Code: a. Design compliance statement b. Show all required compliance methods on plans VI. , Plans shall show compliance with State of CA Handicapped regulations, if required: a. Show all handicapped restrooms or indicate typical b. Show handicapped parking, signs, ramps & thresholds 3. Submit all required State energy forms and calculations for new and/or additions of residential, commercial and industrial construction, if applicable; show method used for compliance. Submit landscaping and irrigation plans, if required. ADOPTED CODE INFORMATION The City of Oroville has adopted and uses the following codes: California Building Code 2001 Edition California Plumbing Code 2001 Edition California Mechanical Code 2001 Edition California Electrical Code 2001 Edition The City also enforces the following: 1. California Administrative Code - Title 24 a 3. RET 0903 dhc a. Energy regulations b. Handicapped regulations C. Other sections as applicable Zoning Ordinance Sign Ordinance NOTICE TO BUILDERS IN ORDER TO COMPLY WITH THE MANY MANDATED STATE REGULATIONS, PROVIDE A COMPLETE PLAN CHECK AND EXPEDITE THE ISSUANCE OF PERMITS, IT IS NECESSARY THAT ALL REQUIRED INFORMATION BE SUBMITTED. MAKE SURE THE BUILDING PERMIT APPLICATION IS COMPLETE, AS WELL AS THE SUB- CONTRACTOR'S LIST, A CERTIFICATE OF WORKERS'. COMPENSATION IS SUBMITTED AND THE PLANS SHOW ALL THE REQUIRED DATA AND SPECIFICATIONS. INCOMPLETE APPLICATIONS AND PLANS WILL RESULT IN MATERIALS BEING RETURNED AND UNNECESSARY DELAYS IN THE PROJECT. BUILDING PERMIT APPLICATION NOTICE: The information on this application is required by State law and is necessary for permit issuance. Incomplete or illegible applications and/or plans will be returned and delay the plan checking process. SECTION I DATE SUBMITTED: /S PROJECT TYPE: (- NEW _ REMODEL ADDITION JOBADDRESS: 1156611, /, l/6d ASSESSOR'S PARCEL NO.: 03Q /70 - 0192. ZONING: PROPERTY OWNER'S NAME: � &_5-04 PHONE NO.: PROPERTY OWNER'S ADDRESS: P-6 D O X (,.._ ioi CA qS- APPLICANT'S NAME(IF NOT OWNER): PHONE NO.:- _29_3-V'?/ APPLICANT'S ADDRESS: �0t/1 Iso! CONTRACTOR'S NAME: hike K"04:SI?- P)HONE NO.: CONTRACTOR'S ADDRESS: PO %3GX 2.Z./ riorr-,5T RonrAj ..STATE CONTRACTOR'S LICENSE NO.:��(�I6 � CLASS:-- ARCHITECT/ENGINEER'S LASS:-ARCHITECT/ENGINEER'S NAME: 6-t-eG PC llz. PHONE ARCHITECT/ENGINEER'S ADDRESS: j 19.3 j8/a L/h�a Ayr DESCRIPTION OF PROJECT: jA'1/Jf7 IC hCi.- Se,., 57&11,011 CONSTRUCTION VALUATION (ON REMODELS ONLY): $ TOTAL SQUARE FEET OF BUILDING(S) AREA: q3-2 L (ylli a S% a SOP f USE OR OCCUPANCY OF BUILDING(S): COMMENTS: /� �, I,![, , 1(:� - - SECTION II LICENSED CONTRACTOR'S DECLARATION: 1 hereby affirm that I am ricensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code and my license is in full force and effect. LICENSE NO.: 79 9/6 3 CLASS: CONTRACTOR'S SIGNATURE: DATE: SECTION III WORKERS' COMPENSATION INSURANCE DECLARATION: I hereby affirm that I have a Certificate of Consent to Self -insure or a Certificate of Workers' Compensation Insurance per Section 3800 of the Labor Code. INSURANCE COMPANY: POLICY NO.: CERTIFIED COPY IS HEREBY FURNISHED CERTIFIED COPY IS FILED W/ THE CITY BUILDING DEPT. CERTIFIED COPY WILL BE SENT ON APPLICANT'S SIGNATURE: DATE: SECTION IV CONSTRUCTION LENDING AGENCY: (SECTION 3097 OF THE CIVIL CODE) I hereby affirm that there is a construction lending agency fog the performance of the work for which this permit is requested. LENDER'S NAME: LENDER'S ADDRESS: PHONE NO.: SECTION V Section 7031.5 of the Business and Professions Code requires any City or County which requires a permit to construct, alter, improve, demolish or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom and the basis for the alleged exemption. ANY VIOLATION OF SECTION 7031.5 BY AN APPLICANT FOR A PERMIT SUBJECTS THE APPLICANT TO A CIVIL PENALTY AS SET BY LAW. OWNER/BUILDER DECLARATION: 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_ (Section 7044 of the Business and Professions Code) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Section 7044 of the Business and Professions Code) SECTION VI CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE: As owner of the property (or Contractor) for which this permit is requested. I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. IF, AFTER SIGNING THIS CERTIFICATE OF EXEMPTION, YOU SHOULD BECOME SUBJECT TO THE WORKERS' COMPENSATION PROVISIONS OF THE LABOR CODE, YOU MUST FORTHWITH COMPLY WITH SUCH PROVISIONS OR ANY AND ALL PERMITS ISSUED FOR THIS PROJECT, UNDER THIS APPLICATION, SHALL BECOME NULL AND VOID. DATE:—,3-,,/—/S 0 Owner. Contract riz o Owner (Circle only one) SECTION VII I hereby certify, under penalty of perjury, that I have read this application and the information I have given is true, correct and complete. I agree to comply with all City Ordinances and State Laws relating to building construction and hereby authorize representatives of the City of Oroville to enter upon the above property, as described in Section I, for inspection purposes. PROPERTY OWNER(S): NAME(S): (PLEASE PRINT) SIGNATURE(S): (ONLY ONE SIGNATURE IS REQUIRED) DATE: APPLICANT, IF DIFFERENT FROM OWNER(S)- NAME: (PLEASE PRINT) SIGNATURE: DATE: CONTRACTOR: NAME OF COMPANY: SIGNATUR IZED AGENT) DATE: NOTE: PLAN CHECK FEES ARE PAID AT -THE TIME OF PERMIT ISSUANCE, UNLESS ADVISED OTHERWISE BY THE BUILDING DEPARTMENT. • ��� ILL.E, C CITY OF OROVILLE w�r� '- :�� DEPARTMENT OF COMMUNITY DEVELOPMENT O O AND PUBLIC WORKS +� 1735 MONTGOMERY STREET • OROVILLE, CA 95965-4897 i 530-538-2401 /NCORooRA,E° Fax 530-538-2426 DATE: January 25, 2005 TO: Laurie Butte Community Bank FROM: Felicia HaslemAu CITY OF OROVILLE PAGES: 1 Please let this fax serve as notice that Mr. Gary Ravencroft, whose project is located at 6120 Lincoln Blvd, Oroville, CA, has completed his frontage improvements to the City of Oroville's satisfaction. Please release the Line of Credit for this project. Building & Fire Safety Code Enforcement Engineering Operations & Maintenance Planning Division Division Division Division Division 530-538-2425 530-538-2435 530-538-2420 530-538-2490 530-538-2430 TRANSMISSION VERIFICATION REPORT TIME : 01/25/2005 16:59 DATE, TIME 01/25 16:59 FAX N0./NAME 95320706 DURATION 00:00:30 PAGE(S) 01 RESULT OK MODE STANDARD ECM - 4J-0 w A4 .q r1X T012,� c Y%Ovv5%ha'� ASOvu C, (CL 6( /1 - 'Q Department Of Code Enforcement Approuad VTR ��t�y �D•L. 2J-0 T012 I - -T6 `C Pic V�"n Department Of Code Enforcement A,A Appveued sato IiI JOB DESCRIPTION: 101�� CITY OF OROVILLE JOB ADDRESS: Dq� BUIL pI�G DFPA��NT/CODE ENFORCEMENT y�Yj APN: PERMIT NUMBER: DATE ISSUED: �Q �✓ i� CONTRACTOR BULLDER: OWNER(S): APPROVALS OF THE FOLLOWING MUST BE DATED BEFORE PROCEEDING (24-HOUR NOTICE FOR INSPECTIONS - 530-538.2425) /NSPEC7KINS DATE PEC70R /NSPEC770NS OATS /NSPEC7DR /NSPEC77tb7N , DA7F /NSPEC70R SETBACK FLOOR NANNG ECTERIOR IATHINGBIDING FOUNDATION ROOF NAILING REINING SHEAR PANEL INTERIOR STEEL NANNG IATMING/DRYWAIL GROUNDING GROUNDING ELECTRODE FRAMING OONOTPL457EROR TAPELWRLABOVE/S52NE0 SERVICE OONDUR UNDERGROUND ROUGH ELECTRIC WALLS PLUMBING FINAL GAS TEST UNDERGROUND ROUGH PLUMBING SEWER FOOTINGS ROUGH GAS PIPE PREGUNITE ROUGH HEATING GROUNDWORK 8 COOLING POOL FINAL PLUMBING WASTE TOP OUT POOL DECK WATER PIPING ROOF (COVER) SPNPOOL FENCES GROUNDWORK MASONRY ROOF LioAt7TGLL FOtR/NSD4AlOV BOND BEAM DO AV, /NbPECMVUAII ACL OF THE OA@4GfflLL UA1L ABOVE ABOVFoLRMOVALSHAVEBEFN SEWER GROUNDWORK INSULATION FINAL ELECTRICAL UNDERFLOOR DRAIN PIPING WALLS FINAL GAS TEST ELECTRICAL GROUNDWORK CEILING FINAL PLUMBING WATER PIPING GROUNDWORK ROOF FINAL HEATING/ COOLING UNDERFLOOR FRAMING FLOOR FINALGRADING SLABI REINFORCEMENT OK TO POUR SLAB FLOOR DIOAOTFYACECOAGY{E7FfZ" ORSUBfLOORUNRL COAVrCOVERUNPLABOVE ABOVE/SS/OAEO I /SS/OHEO RNAL BU/LO/A'G AD/ 1 ZONAL INSPECTIO TES: BUILDING OFFICIAUINSPECTOR DATE Al 8"x8"x4" 5PLIT FACE CMU WALL 5AND BACKFILL --, #4'5 HORIZONTAL AT 16" J OC. #4 VERTICALS AT 16" OC. -� MAXX (E) CONC M 5 RETAINED 1PEWALK HEIGHT 1/2" FELT EXPAN51ON 5TRIP eSBCPION A4 BEGIN DRIVEWAY PEPRE55ION IN 5IDEWALK 144 * 09-30-2005 HORIZONTAL 2,. IN FTG. I I lT CIV I\ 7. 1jIL" 10" EXACT DEPT OF POLE 5TEPL� UNKNOWN, TYPICAL FOUNDATION DEPTH5 OF POLE5 AS' REQUIRED EXCEED 8 FEET BELOW EX15TING GRADE Imppr®ved Ct 5TEPPED FOUNDATIONCIty D or uh,8h'- FOR CMU WALL ®mft jb l-w �a P.FfAINING WAI NOIF,5 SOIL BEARING VALUE USED IN #4 DESIGN: 1500 PSF. HORIZONTAL5 AT 16" OC. ALL CONCRETE BLOCKS SHALL BE GRADE A, NORMAL WEIGHT UNITS CONFORMING TO ASTM C-90. REINFORCING STEEL SHALL BE (E) 5IDEWALK y ASTM A615, GRADE 40 (3" CLR (E) UTILITY TYP.) POLE 48 BAR DIAMETER LAP SPLICE (E) CURB ALL CELLS CONTAINING / 3'-10" REINFORCING, OR WHERE 0/ OTHERWISE NOTED, SHALL BE FILLED SOLIDLY WITH GROUT. / MORTAR SHALL CONSIST OF ONE PART PORTLAND CEMENT 1/4 * TO 1/2 PART HYDRATED LIME 8" CMU OR LIME PUTTY, AND A VOLUME OF SAND NOT LESS THAN A A 2-1/2 AND NOT MORE THAN 3 / TIMES THE SUM OF THE VOLUMES OF CEMENT AND LIMES / 5TEPPED USED. BACK OF (E) 5IDEWALK= / FOUNDATION FOR GROUT SHALL CONSIST OF ONE FACE OF NEW WALL / CMU WALL PART PORTLAND CEMENT, 3 PARTS SAND, AND 2 PARTS PEA HORIZONTALS / �'` //// GRAVEL. AT 24" OC. // f / / / / / / / / FIRST RESPONDER SUB SZ 1015 AU5W5 ENGINEERING (E) UTILITY POLE CIVIL ENGINEERING & PE51GN PO BO.95.927 PH:(X 511)5 CHICO. CA /�\���\�� //A� �y / AX: (580) 348 5520 MNG QRpf ESS/pNl I I 9 N m No. 65286 a 144 * 09-30-2005 HORIZONTAL 2,. IN FTG. I I lT CIV I\ 7. 1jIL" 10" EXACT DEPT OF POLE 5TEPL� UNKNOWN, TYPICAL FOUNDATION DEPTH5 OF POLE5 AS' REQUIRED EXCEED 8 FEET BELOW EX15TING GRADE Imppr®ved Ct 5TEPPED FOUNDATIONCIty D or uh,8h'- FOR CMU WALL ®mft jb l-w �a P.FfAINING WAI NOIF,5 SOIL BEARING VALUE USED IN #4 DESIGN: 1500 PSF. HORIZONTAL5 AT 16" OC. ALL CONCRETE BLOCKS SHALL BE GRADE A, NORMAL WEIGHT UNITS CONFORMING TO ASTM C-90. REINFORCING STEEL SHALL BE (E) 5IDEWALK y ASTM A615, GRADE 40 (3" CLR (E) UTILITY TYP.) POLE 48 BAR DIAMETER LAP SPLICE (E) CURB ALL CELLS CONTAINING / 3'-10" REINFORCING, OR WHERE 0/ OTHERWISE NOTED, SHALL BE FILLED SOLIDLY WITH GROUT. / MORTAR SHALL CONSIST OF ONE PART PORTLAND CEMENT 1/4 * TO 1/2 PART HYDRATED LIME 8" CMU OR LIME PUTTY, AND A VOLUME OF SAND NOT LESS THAN A A 2-1/2 AND NOT MORE THAN 3 / TIMES THE SUM OF THE VOLUMES OF CEMENT AND LIMES / 5TEPPED USED. BACK OF (E) 5IDEWALK= / FOUNDATION FOR GROUT SHALL CONSIST OF ONE FACE OF NEW WALL / CMU WALL PART PORTLAND CEMENT, 3 PARTS SAND, AND 2 PARTS PEA HORIZONTALS / �'` //// GRAVEL. AT 24" OC. // f / / / / / / / / FIRST RESPONDER SUB SZ 1015 USMUS 1>scl�c:rslxc Ausmus Engineering, Inc. Title : Job # Civil Engineering Dsgnr: Date: 12:25PM, 9 OCT 06 3115 Johnny Lane Description Chico, CA 95973 Scope: Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev: 580014 User: KW0607447,Ver 5.8.0.I -Dec -2003 Restrained Retaining Wall Design Page 1 (c)1883-2003 ENERCALC Engineering Software retainwall.ecw:Calculations Description THIS SCENARIO USES #4'S HORIZONTAL THAT TIE INTO PERPENDICULAR RETURN WALLS TO PREVENT OVERTURNING Criteria ' Soil Data Footing Strengths & Dimensions Retained Height = 4.75 ft Allow Soil Bearing = 1,500.0 psf fc = 3,000 psi Fy = 40,000 psi Wall height above soil = 0.33 ft Equivalent Fluid Pressure Method Min. As % = 0.0014 Total Wall Height = 5.08 ft Heel Active Pressure = 35.0 Toe Width = 0.00 ft Toe Active Pressure = 0.0 Heel Width = 0.67 Top Support Height = 4.00 ft Passive Pressure = 250.0 Total Footing Width = 0.67 Slope Behind Wall = 0.00:1 FootingIISoil Friction = 0.300 Footing Thickness = 9.25 in Height of Soil over Toe = 0.00 in Soil height to ignore Key Width = 0.00 in Soil Density = 110.00 pcf for passive pressure = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Wind on Stem = 0.0 psf Cover @ Top = 3.00 in @ Btm.= 3.00 in Surcharge Loads Uniform Lateral Load Applied to Stem Adjacent Footing Load Surcharge Over Heel = 0.0 psf Lateral Load = 100.0 #/ft Adjacent Footing Load = 0.0 lbs >>>NOT Used To Resist Sliding & Overturn ...Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 psf ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in NOT Used for Sliding & Overturning Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem Footing Type Line Base Above/Below Soil Axial Dead Load = 0.0 lbs at Back of Wall = 0.0 ft Axial Live Load = 0.0 lbs Axial Load Eccentricity 0.0 in Design Summary masonry Stem Construction 7771 Total Bearing Load = 501 lbs Thickness = 8.00 in fm = 1,500 psi Short Term Factor = 1.330 ...resultant ecc. = 0.00 in Wall Weight = 84.0 pcf Fs = 24,000 psi Equiv. Solid Thick. = 7.600 in Soil Pressure @ Toe = 0 psf OK Stem is FIXED to top of footing n Ratio (Es/Em) = 25.778 Soil Pressure @ Heel = 0 psf OK Block Type = Normal Weight No Special Inspection Allowable = 1,500 psf Solid Grouted Mmax Between Soil Pressure Less Than Allowable @ Top Support Top & Base @ Base of Wall ACI Factored @ Toe = 0 psf Stem OK Stem OK Stem OK ACI Factored @ Heel = 0 psf Design height = 4.00 ft 2.28 ft 0.00 ft Footing Shear @ Toe = 0.0 psi OK Rebar Size = # 4 # 4 # 4 Footing Shear @ Heel = 0.0 psi OK Rebar Spacing = 24.00 in 24.00 in 24.00 in Allowable = 93.1 psi Rebar Placed at = Center Center Center Reaction at Top = 106.1 lbs Rebar Depth 'd' = 3.81 in 3.81 in 3.81 in Reaction at Bottom = 427.3 lbs Design Data fb/FB + fa/Fa = 0.004 0.154 0.326 Sliding Calcs Slab Resists All Sliding ! Moment.... Actual = 2.5 ft-# 94.7 ft-# 200.6 ft-# Lateral Sliding Force = 427.3 IDS Moment..... Allowable = 614.5 ft-# 614.5 ft-# 614.5 ft-# Shear Force @ this height = 96.3 lbs 288.7 lbs Shear..... Actual = 2.31 psi 6.91 psi Shear..... Allowable = 25.76 psi 25.76 psi Footing Design Results Rebar Lap Required = 20.00 in 20.00 in Toe -4eel Rebar embedment into footing = 6.00 in Factored Pressure = 0 0 psf Other Acceptable Sizes & Spacings: Mu': Upward = 0 0 ft-# Toe: # 4 @ 0.00 in -or- Not req'd, Mu < S ' Fr Mu': Downward = 0 0 ft-# Heel: None Spec'd -or- Not req'd, Mu < S ' Fr Mu: Design = 0 0 ft-# Key: No key defined -or- No key defined Actual 1 -Way Shear = 0.00 0.00 psi Allow 1 -Way Shear = 0.00 0.00 psi 2$%5 'f SMUS V, IS, R14C Ausmus Engineering, Inc. Title: Job # Civil Engineering Dsgnr: Date: 12:25PM, 9 OCT 06 3115 Johnny Lane Description Chico, CA 95973 Scope : Code Ref: ACI 318-02,1997 UBC, 2003 IBC,.2003 NFPA 5000 Rev: 580014 User: K47.0807447,Ver 5.8.0,1•Dec•2003 Restrained Retaining Wall Design Page 2 (0)1983.2003 ENERCALC Engineering Software retainwall.ecw:Calculations Description THIS SCENARIO USES #4'S HORIZONTAL THAT TIE INTO PERPENDICULAR RETURN WALLS TO PREVENT OVERTURNING Summary of Forces on Footing : Slab RESISTS sliding, stem is FIXED at footing Forces acting on footing for soil pressure >>> Sliding Forces are restrained by the adjacent slab Load & Moment Summary For Footing : For Soil Pressure Calcs Moment @ Top of Footing Applied from Stem = -200.6 ft-# Surcharge Over Heel = lbs ft ft-# Axial Dead Load on Stem = lbs ft ft-# Soil Over Toe = lbs ft ft-# Surcharge Over Toe = lbs ft ft-# Stem Weight = 427.0 lbs 0.33 ft 142.3 ft-# Soil Over Heel = lbs 0.67 ft ft-# Footing Weight = 74.5 lbs 0.33 ft 24.8 ft-# Total Vertical Force = 501.5 lbs Base Moment = -33.4 ft-# Moment at Footing Base is not Stabilized by Vertical Loads NO SOIL PRESSURE CALCS DONE 1 A 3� 5 V-. 8.00005" Masonry w/ #4 @ 24." 8.0( Y 4'-9" 1 5'-1.. 9 1/4" 5j 5 Byron Parsons 492 Rio Undo Avenue Chico, CA 95926 DISCOVER GOLD ... DISCOVER OROVILLE 1735 MONTGOMERY STREET • OROVILLE, CALIFORNIA 95965-4897 July 13, 2004 NOTICE TO APPLICANT PLANNING DEPARTMENT (530) 538-2430 RE: UP04-09 (Ambulance Dormitory @ 10th Street and Oro Dam Blvd. West) — A proposal for the construction of an approximately 1,000± square foot home for use as a dormitory for up to two ambulance drivers. Dear Mr. Parsons: Please be advised that on June 12, 2004, the Oroville Planning Commission reviewed and approved the above -noted project subject to the conditions of approval described below. Any significant deviation from the project description, exhibits, or conditions must be reviewed and approved by the City for conformity with this approval. Substantial deviations may require further review by the Planning Commission. Additionally, the City of Oroville Development. Review Board, on July 12, 2004, reviewed and approved application DRB04-11. The Notice to Applicant for that approval is attached to this letter. CONDITIONS OF APPROVAL Approved use: This approval authorizes the construct an approximately 1,000± square foot ambulance dorm. (single-family home) on a small portion of a 2.12± acre lot, located on the northeast corner of Oro Dam Blvd. West and 10th Street. The proposed development would include three parking spaces for the residential use and a carport for the ambulance. Site access would be from a looped driveway on 10th Street and a maximum of two employees would be staying at the house at any given time. Additionally, the use of sirens is not permitted within 600 feet of the project site. Development of the site shall conform to the site plan received by the Planning Division on May 28, 2004, subject to the following conditions: A. Prior to issuance of a building permit: 1) Site, grading, drainage, and improvement plans prepared by a registered civil engineer shall be submitted to and approved by the City of Oroville Public Works Division prior to any work on the site. The plan shall include the information and improvements described below: a) A Construction Storm Water Permit issued by the California Regional Water Quality Control Board. b) Street frontage improvements. RE: UP04-20: Parsons — Ambulance Dorm July 13, 2004 Page 2 Proposed frontage improvements along 10`h Street shall be constructed in accordance with plans approved by the City Public Works Division. The improvements shall include an A.C. transition from the end of sidewalk to existing edge of pavement. The ratio of transition shall be approximately 5:1. c) Street lights. Street lighting shall be provided in accordance with City of Oroville requirements, accepted design criteria, and recommendations of Pacific Gas & Electric Company. Streetlight poles shall be spun aluminum or other as approved by the Director. d) On-site stormwater drainage system. i. Provide drainage detention/retention facilities sufficient that there is no increase in the pre -project peak storm water discharge from the site for any design storm event up to and including a 100 year design storm event. ii. On-site storm drainage shall be collected and detained on-site and then transported via underground conduit to an approved detention/retention drainage facility or other approved drainage facility. e) Existing and proposed easements on and appurtenant to the Property. Provide public utility easements as required by PG&E. f) Grading. Graded slopes shall not exceed a ratio of 3:1. g) Utilities. All utilities shall be installed underground. There shall be no buildings constructed, or the storage of any materials, under or over any PG&E facilities or inside any PG&E easements. Any relocation of existing utility equipment shall be at developer's expense. h) Indicate the type and size of the sanitary sewer line lateral i) Provide. an engineer's estimate of the cost of on-site and off-site improvements j) Pay for improvement plan checking fees 2) A landscaping and irrigation plan shall be prepared by a licensed landscape architect, or contractor with a contract to install landscaping, and submitted to and approved by the Parks and Trees department. a) Street trees shall be planted on 30t foot centers in accordance with City street tree standards with the cost thereof borne by the developer. b) Provide a landscape buffer along the north and south side of the lot. RE: UP04-20: Parsons — Ambulance Dorm July 13, 2004 Page 3 c) Landscape the center island between the entrance driveways. 3) Pay development impact fees. Impact fees may include, but are not necessarily limited to, traffic fees, law enforcement fees, fire suppression fees, storm drainage fees, sewer collection facilities fees, general government fees, and park development fees. The impact fees do not include all construction -related fees including, but not limited to, building permit fees, and plan checking and inspection fees. 4) Relocate the trash enclosure from the north side of the building to the south side and screen to meet Butte County's code requirements. 5) Obtain an encroachment permit from Butte County for all new construction within the right-of-way. B. Prior to issuance of a certificate of occupancy for a structure, 1) Construct all public works improvements in accordance with approved plans. 2) Install approved landscaping and irrigation system. 3) The property owner shall sign a Landscape Maintenance Agreement which runs with the land and is binding on all its successors in interest prior to occupancy. 4) Install water service in accordance with Thermalito Irrigation District (TID) standards. 5) "As -built" construction plans shall be provided to the City on Mylar and in electronic format, preferably AutoCAD 2002. 6) Development and use of the site shall also conform to all applicable local, state and federal regulations. r 7) Additional development of the site may require approval of a modified use permit. Within 15 days following the date of the decision by the Planning Commission, the approval and/or conditions related to it may be appealed in writing to the City Council by the applicant or by any interested party. An appeal shall be filed with the Deputy City Clerk, and it shall state specifically any claim of error or abuse of discretion by the Planning Commission, and wherein its decision was not supported by evidence in the record. You may not commence a court case challenging this decision unless you take this opportunity for administrative appeal and raise ant issue you believe was wrongly decided. If you have any questions about the information in this letter, please don't hesitate to contact me. Sincerely, , Emily Pudell Associate Planner CITY OF OROVILLE BUILDING DEPARTMENT/CODE ENFORCEMENT/FIRE PROTECTION, PLANNING AND PREVENTION 1735 MONTGOMERY STREET • OROVILLE, CALIFORNIA 95965 PHONE NO.: (530) 538-2425 FAX NO.: (530) 538-2426 BUILDING PERMIT PERMIT APPLICATION (WHEN PROPERLY VALIDATED THIS IS YOUR PERMIT) PERMIT NO.: 11ciISr06-478. PROJECT ADDRESS: ASSESSOR PARCEL NO.: 1020 10TH STREET 030170082 PROJECT DESCRIPTION PERMIT CLASS (NEW, ADDITION, REMODEL): COM / RETAINING TY OWNER(S): ADDRESS: TELEPHONE NO.: FAX NO.: PARSON, BYRON 4171 RIO BRAVO (530) 879-5510 CA QiQ73 APPLICANT: ADDRESS: TELEPHONE NO.: FAX NO.: FIRST RESPONDER EMS (SHAWN) 333 HUSS DR. (530) 624-1273 '. CHICO CA 95928 ARCHITECT, ENGINEER OR DESIGNER: ADDRESS: TELEPHONE NO.: FAX NO.: CONTRACTOR: ADDRESS: TELEPHONE NO.: FAX NO.: UBC GROUP: UBC TYPE: STORIES: PLAN NO.: CENSUS NO./CENSUS DESCRIPTION: BVD CODE: SEWER (EDUS): UNITS PER BLDG.: NO. OF BLDGS: 0 0 TOTAL BLDG. TOTAL GARAGE: TOTAL PORCH:: TOTAL VALUE/YARDS: ZONING DISTRICT: AREA: AREA: AREA: (THE FOLLOWING PRELIMINARY FEES ARE SUBJECT TO CHANGE PRIOR TO PERMIT ISSUANCE): DESCRIPTION: ACCOUNT NO.: FEE: PERMIT DETAIL: BUILDING PERMIT 001.4220.2990 $69.00 8 /2X11 PLAN RETENTION FEE 5 @ 0.75 PLAN CHECK FEE 001.4665.2990 $25.00 @ PLAN RETENTION FEES 705.4670.7005 $0.75 @ STRONG MOTION INSTR. - COMI 620.2520 $0.50 @ OTAL FEES CHARGED: $95.25 AYMENTS RECEIVED: $95.25 OTAL BALANCE DUE: $0.00 TOTAL FEES PAID: $95.25 NOTICE (Please check appropriate box in each THIS PERMIT BECOMES NULL AND VOID if work or construction authorized is not commenced within 180 days from date of issuance, or work is suspended or abandoned or abandoned for a period of 180 days any time after work is commenced and verified by inspection. ( ) (la) 1 certify that I am licensed under the State Contractor's License Law and my contractor's license is in full force and effect; Or ( ) (lb) I certify that I am exempt from Business and Professions Code #7031.5 under: ( )#7044-Owner/Builder, ( ) #7048 -Price of labor and materials less than $300, or ( I Other ( ) (2a) I certify that I have on file with the City of Oroville Building Department a Certificate of Workers' Comp. Insurance: Insurer Policy No. Exp. Date , or a Certificate of Consent to self -insure by the Director of Industrial Relations; Or i ) (2b) I certify that 1 am exempt, under Labor Code #3800 because: ( I the permit is for work of $100 or less, or I ) that the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California. I certify that I have read this application and declare under penalty of perjury that the information contained herein is true, correct and complete. 1 agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorized representatives of this city to enter upon the above mentioned property for inspection purposes. 1 am the owner of the structure(s) listed on this permit or I represent the owner and am acting with the owner's full knowledge and consent. Signed by Issued by: (L COPIES TO: FILE APPLICANT FINANCE Date: l i7 7- (D G. Date: 11)&L 24 HOURS NOTICE FOR INSPECTIONS INSPECTION RECORD CALL (530) 538-2425 INSPECTIONS DATE INSPECTOR INSPECTIONS DATE INSPECTOR !fdSPECTiONS DATE INSPECTOR SETBACK FLOOR NAILINGEXTERIOR NG L.ATNING S!DIWG FOUNDATION ROOF (JAILING IiNTERIOR LATHING.` DRYWALL SI -!EAR PANEL REINFORf.ING S f EEL NAILING, DO NOT PLASTER .UNTIL ABOVE IS SIGNED GROUNDED ELECTRODE FRAMING SERVICE CONDUIT UNDERGROUND ROUGH ELECTRIC PLUMBING UNDERGROUND ROUGH PLUhABING SEWER ROUGH GAS PIPE PRE-GUNITE ROUGH HEATING 3 COOLING POOL POOL. DECK ROOF iCOVER SPA -POOL FENCES IMASONRti BOND BEAM' DO NOT CALL FOR INSULATION INSPECTION UNTIL ALL DO NOT PLACE CONCRETE UNTIIAB SVE IS SIGNED OF TFiE ABOVE APPROVALS AVE BEEN OBTAINED FINAL INSPECTIONS SEWER GROUN'D',A,'OAK INSULATION FINAL ELECTRICAL UNDERFLOOR DRAIN PIPING WALLS FINAL GAS TEST ELECT IRICAL . GROUNDWORK CEILING F;NAL PLUM IBING ' WATER PIPING FINAL HEATING.* GR0UINDIW0RK ROOF COOLING • FINIAL GRADING SLAB REINFCRO EMENT OK TO POUR SLAB FLOOR OR GUNITE DO NOT GUNITE OR PLACE CONCRETE FLOOR DO NOT Gi.INITE OR PLACE CONCRETE FLOOR FINAL BUILDING LIN I'll- ABOVE. IS SIGNED UN'1lLABOVE. IS SIGNS'; _` of BUILDING PERMIT APPLICATION Date Application Submitted:q110b Trakit Permit # Project Address: /� o iD ST ,N CORPORA�E� -Property Owner Information: Assessor's Parcel No. ��� U - � � �l - O Name: L�V Zr,N t�-CclSd � Zoning: Flood Zone, if applicable: Mailing Address: O) ,,'co CA- '997 Project Type: ❑ New Single Family ❑ Remodel ❑ Addition Phone No.: 65-3a) 5-6-10 ❑ Swimming Pool ❑ Fence Applicant's Information: (if not owner) ❑ Second Dwelling Unit ❑ Multiple Family Name: 1� PWA)Qr �w��— ❑ New Commercial ❑ Addition ❑ Infill 11Sign �Mher Mailing Address: ?33 b SS -- a 0' c -1 Irk roject Description: Phone No.:(> ontractor's Information: Construction valuation: $ Name: Total square feet of: Mailing Address: Livable Space Garage Covered Deck Phone No.: Open Deck State Contractor's License No: Class If applicable: Architect/Engineer's Information: Name U5yV►-0-5 �o✓St�IJt�2f Has site been vacant for more than a year? ❑ Yes ❑ No Mailing Address: C0 1�i0� S(1 CwlCO No.: CA 54�q 21 hone �,, _ 2b 4 O G If yes, have improvements been made for landscape? ❑ Yes ❑ No QP/ State License No: �J Z8 6 Class C40t�'G Parking ❑ Yes ❑ No I hereby certify, under penalty of perjury, that I have read this application and the information I have given is true, correct and complete. I agree to comply with all city ordinances and state laws relating to building construction and hereby au- thorize representatives of the City of Oroville to enter upon the above property, for inspe 'on purposes. caner/Applicant/Contractor: (�SVN<<� /'b -1(2 It (3(, (PLEASE PRINT) Owner/Applicant/Contractor: (SIGNATURE) Trakit Permit #: Licensed Contractor's Declaration I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code and my license is in full force and effect. State Contractor's License No: Class: Contractor's Signature: Date: Worker's Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations: ❑ I'have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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' compensation insurance carrier and policy number are: Insurance Company: Policy No.: (This section need not be completed if the permit is for one hundred dollars ($100.00) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that is I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Applicant's 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 ($100,000.00), in addition to the cost of compensation, dam- ages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. Construction Lending Agency 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: Phone No.: Lender's Address: Trakit Permit #: Owner/Builder Declaration I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason (Section 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, im- prove, demolish or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractors License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500.00): El 1, 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 (Section 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvement is sold within one year of completion, the owner - builder will have the burden of proving that he or she did not build or improve for the purpose of 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 License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors License Law.) ❑ I am exempt under Section , Business and Professions Code for this reason: Owner: Date: Certificate of exemption from Workers' Compensation insurance ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that is I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Applicant's 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 ($100,000.00), in addition to the cost of compensation, dam- ages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. Site Address: Trakit Permit # Received Receipt: Waste Management Plan Pursuant to Ordinance Number 1721, Chapter 11D of the City of Oroville Municipal Code the following projects are required to submit a Waste Management Plan: Residential additions of 100 square feet or more of gross floor area; Tenant improvements of 500 square feet or more of gross floor area; New Structures of 500 square feet or more of gross floor area; Demolition of 100 square feet or more of gross floor area; and All City public works and City public construction Projects, which are awarded pursuant to the competitive bidding procedure. To assure compliance with the Waste Management Plan you must provide the waste management compliance official ORIGINAL RECEIPTS from Nor -Cal Waste indicating actual weights and volumes received. THESE RECEIPTS MUST BE PROVIDED OR A FINAL OCCUPANCY PERMIT WILL NOT BE GRANTED. Please complete the following sections calculated with the Conversion Rate: 1. What is the estimated volume or weight of Construction and Demolition Debris: Concrete- Steel- Lumber - Roofing Materials- Piping - Sheet Rock- Appliances- Misc- What is the estimated volume or weight of Construction and Demolition Debris that can be Diverted: Concrete- Steel- Lumber - Roofing Materials- Piping - Sheet Rock- Appliances- Misc- 3. What is the estimated volume or weight of Construction and Demolition Debris that will be land filled as solid waste: 4. Identify the vendor or facility that will collect or receive the Construction or Demolition Debris: Nor -Cal Waste Systems of Butte County, 2720 South Fifth Ave., Oroville, CA -530-533-5868. 5. Estimated date on which Demolition or Construction is to commence: I hereby certify, under penalty of perjury, that I have read this application and the information I have given is true, correct and complete. Owner/Applicant/Contractor: Owner/Applicant/Contractor: (Please Print) (Signature) Date: Trakit Permit #: CITY OF OROVILLE BUILDING DEPARTMENT/CODE ENFORCEMENT FIRE PROTECTION PLANNING AND PREVENTION Sewer inspection record: Date: Property Address: Assessor Parcel No.: - - Building Permit No.: Property Owner's Name: Contractor's Name: Work Done by: Property Owner Contractor If other, please give name and phone no.: Show diagram of sewer lateral from building to main: Building sewer inspected by: _ Sewer main and tap inspected by: _Date Work to be Completed: Owner's Phone No.: Contractor's Phone No.: Other Date: Date: Please return this form to the building department Trakit Permit #: CITY OF OROVILLE DEPARTMENT OF COMMUNITY DEVELOPMENT AND PUBLIC WORKS/BUILDING DIVISION 1735 MONTGOMERY STREET OROVEME, CALIFORNIA 95965 SUBCONTRACTORS LIST State law requires that employers provide workers' compensation insurance. No contractor or subcontractor who falls under section 3800 of the labor code shall start work within the city without first having on file with the city building department a certified copy of workers' compensation insurance naming the City of Oroville as certificate holder. This list of subcontractors shall be submitted with the building permit application, or before any work may commence. All information must be included and legible. It shall be the responsibility of the property owner or general contractor to provide this information. Failure to do so may result in not getting any inspections. Project Address: General Contractor: Address: State contractor's license number: Worker's compensation required? y Excavating Contractor: Address: State contractor's license number: Worker's compensation required? y Paving Contractor: Address: State contractor's license number: Worker's compensation required? y Concrete Contractor: Address: State contractor's license number: Worker's compensation required? y Structural Steel Contractor: Address: State contractor's license number: Worker's compensation required? y Framing Contractor: Address: State contractor's license number: Worker's compensation required? y Plumbing Contractor: Address: State contractor's license number: Worker's compensation required? .... y Phone: City license number: n Certificate provided? y City license number: n Certificate provided? _y Type: n Type: Phone: City license number: n Certificate provided? y n Type: n Phone: City license number: n Certificate provided? y Type: n Phone: City license number: n Certificate provided? y Type: n Phone: City license number: Type: n Certificate provided? y n Phone: City license number: n Certificate provided? 'y n Type: Trakit Permit #: Electrical Contractor: Phone: _ Address: City license number: State contractor's license number: Type: Worker's compensation required? y n Certificate provided? _y n Mechanical Contractor: Address: State contractor's license number: Worker's compensation required?____y IRoofing Contractor: Address: State contractor's license number: Worker's compensation required? y Insulation Contractor: _ Address: State contractor's license number: Worker's compensation required? y Masonry Contractor: Address: State contractor's license number: Worker's compensation required? y IDrywall Contrator: Address: State contractor's license number: Worker's compensation required? _y Alarm Systems Contractor: Address: State contractor's license number: Worker's compensation required? y Landscaping Contractor: Address: State contractor's license number: Worker's compensation required? y Sign Contrator: Address: State contractor's license number: Worker's compensation required? y Phone: City license number: n Certificate provided? _ Type: n Phone: City license number: n Certificate provided? y _ Type: n Phone: City license number: Type: n Certificate provided? y n Phone: City license number: n Certificate provided? y _ Type: n Phone: City license number: P Certificate provided? y _ Type: n Phone: City license number: n Certificate provided? y n Phone: City license number: P Certificate provided? y Type: _ Type: n Phone: City license number: n Certificate provided? y n Type: ��-L�fcc -- 1 bA, ( I ) CL) I CITY OF OROVILLE BUILDING/PUBLIC WORKS DEPARTMENT DATE: I O I710 FROM: LOCATION OF PROPOSED CONSTP U.B.C. GROUP: TOTAL SQ. FT. OF RESIDENTIAL: U.B.C. TYPE (USE) x $65.28 TOTAL SQ. FT. OF BUILDING: X TOTAL SQ. FT. OF PRIVATE GARAGE: x $23.57 TOTAL SQ. FT. OF PORCH/COVERED & OPEN DECKS/CARPORTS: TOTAL CONST. VALUE: $ 1 + $ + $ (bldg.) (garage) (porch) BUILDING PERMIT Filing Fee Permit Fee Plan Check Fee (65%) C Strong Motion Fee OlJ Plan Retention Fee @.15=_ @.35 Other Total Building Fees PLUMBING PERMIT Filing Fee Each Trap - $5.00 x W/Heater - Gas - $7 x W/Heater - Ele - - $5.00 x Rain Water in Gas Pip' g - $5.00 x Wat iping - $5.00 x B g. Sewer - $9.50 x Other Total Plumbing Fees SIGN PERMIT Filing Fee Permit Fee Plan Check Fee Planning Review Fee Total Sign Fee BUILDING PERMIT FEES ELECTRICAL PERMIT Filing Fee Service -amps Subpanel(s) Temp. Power Pol Switches, R ptacles, Light' sq. ft. x $) Sig s) - $15.00 $ Other $ _$15.00 Total Electrical Fees (bldg. type value) (bldg. type value) (bldg. type value) _ (bldg. type value) =$ 1.6n MECHANICAL PERMIT $–$15.00— Filing _$15.00_ Filing Fee $ _$15.00 Heating per schedule $ Cooling peruule $ Resi od. - $6.50 $ om. Hood I - $15.00 $ Com. Hood II - $9.50 $ Vent. Fan w/Duct $5.00 $ Evap. Cooler $6.50 $ Wood Burning Stove $9.50 _ $ Other $ Total Mechanical Fees $ $ _$15.00_ Energy Plan Check Fee $ $ Residential $35.00 $ Non -Residential $46.00 $ _$168.38_ Energy Compliance Inspection $ Residential $35.00 $ Non -Residential $46.00 SUBTOTAL OF BUILDING FE S: $ �v ADDITIONAL FEES MAY OR MAY_NOT,INCLUDE THE FOLLOWING Drainage Fee' Thermalito Ared Only (Single Family - $3,641.37) (Multi -Family - $4,522.90) $ City Sewer Connection Fee - No. of EDU's $696 $577 $348 $ SC -OR Sewer Connection Fee - No. of EDU's $1,318.00 per EDU $ City Tap Connection Fee $331.32 IMPACT FEES Law Enforcement (Single Family - $31.71) (Multi -Family - $54.96 Fire. Suppressiori/Protection (Single Family - $41.22) (Multi -Family $28.54) Traffic/Circulation Systems (Single Family - $502.08) (Multi -Family $330.84) Storm Drainage System (Single Family - $1,239.86) (Multi -Family $616.23) Sewer Collection Facilities (Single Family - $355.15) {Multi -Family $316.04) General Government/Administration (Single Family - $64.48) (Multi -Family $64.48) Park Development (Single Family - $715.59) (Multi -Family $562-,3'2) y='�• SUBTOTAL OF OTHER FEES: PUBLIC WORKS FEES Site Improvement Construction Inspection Fee - (min. $162.95) 3.0% of estimated construction cost, Site Improvement Construction Plan Check Fee—{min.$162.95) 1.5% of estimated construction cost, TOTAL OF ALL FEES: Q T SCHOOL FEE (if applicable, these fees are to be paid prior to Building Permit issuance) Industrial/Commercial - $.420 x Sq. Ft. = $ Residential - $2.63 x Sq. Ft. = $ Mini -Storage units - $0.08 x Sq. Ft. = $ Fee or Item Description PLAN CHECK FEE Total Fees Paid : r.12. X i; City of Oroville Building Department Cash Collections RECEIPT Permit Number: MISC06-478 Job Address: 1020 10TH STREET Received From: FIRST RESPONSER EMS Account Number 001.4665.2990 Printed: 10/17/2006 Receipt No: B1276 Check No: Pay Method: Credit C Fee Amount $ 25.00 $ 25.00 Fee or Item Description City of Oroville Building Department Cash Collections RECEIPT Permit Number: MISC06-478 Job Address: 1020 10TH STREET BUILDING PERMIT PLAN RETENTION FEES STRONG MOTION INSTR. - COMMER. Total Fees Paid : Account Number 001.4220.2990 705.4670.7005 620.2520 Received From: FIRST RESPONDER EMS (SHAWN) Printed: 10/23/2006 Receipt No: B1300 Check No: Pay Method: Credit C Fee Amount $ 69.00 $ 0.75 $ 0.50 $ 70.25 Project Route Sheet For Office Use �nlv Date Application Submitted: I l _ 0 (,-1__7 Trakit Permit # eQ&O_17 29 AP4 `5 0 - 70 - Qb 2� Is Property located in Enterprise Zone p ❑Yes ❑No Applicants Name: Project Address: Project T)Tpe: ❑ New Single Family ❑ Remodel ❑ Addition ❑ Swimming Pool ❑ Fence ❑ Second Dwelling Unit ❑ Multiple Family I� Commercial ❑ Addition El' Infill ❑ Sign ❑ Grading ❑ Other ��q Prior to issuance of permit, route project to: ❑ Building/Fire B'Planning ❑ Public Works ❑ Parks & Trees Planning ❑ No Comment ❑ Comments below Reviewed byC65— Review Date: 10% Zoning: C. 7_ General Plan: Administrative permits required: ❑ Yes ❑ No Home Occupation Second Unit Land Use permits required: ❑ Yes ❑ No Rezone V. 61. Large Family Day Care Land Use permits. approved with conditions (log #_* Spm ) Use Permit Variance General Plan Amendment TPM/TSM �-� C e 0 11 10 ARc, (ONO. C 21283 � cI> y� REN. I u 8.99' I 0 I APN 030-1 -10-082 �PROPO5ED HOUSE 30.00' / 113.91' T I I Da -0 Depammerrie Of Cote rEnforcement DRIVEWAY Approved n otva: �u at Lk-1-10.J20' 1"`vr9 wK�t " Jew"SOI{, L J� �O 0 t h STREET V, z a 1 rr N GREGORY A. PEITZ SITE PLAN ARCHITECT for: MIKE YOUNG 383 Rio Undo Am Chico. CA. 95916 (530) 894•019 OROVILLE CALIFORNIA