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HomeMy WebLinkAbout071-520-01907 _ _ - SANDERSON, Stuart Berry Creek 173 Sandy Springs Rd; evelop dment t elec sery for lot X52 - 92-3042B,E PERMIT RENEWAL DATE: 2'2 -U 5 SANDERSON, Stuart. _ BP# U 3 --3 Zf S 173 Sandy Springs, Berry Creek EXPIRES: storage bldg---------------- 9� 1 439-6552 94-0689B, E PERMIT RENEWAL SANDERSON, STUART DATE: 173 SANDY SPRINGS RD . , BERRY CREEK BPi# b 2 - / SS/£; COMPLETE BP#94-3042 EXPIRES: / 7SA PERMIT#95-041'2/SON , Stuart��ndy Springs Rd., BerryCreenewal of BP#94-0689/Stg Bldg ja PERMIT#96-2186 SON, Stuart 173 Sandy Springs Ln,Berry Creek Ele to Well/SF✓�,, 2 99-0553 BPEM SANDERSON, Stuart 173 Sandy Springs Lane, Berry Creek (new single family) v g}} - 99-2207 B SANDERSON. Stuart Berry Creek 173 Sandy Springs Ln, Y (new retaining wall) 4 -49 -AS -2 AG02-060 t STUART SANDERSON 173 SANDY SPRINGS LN., BERRY CREEK} — AG. BLDG. F 019 9 02-1548 SANDERSON, STUART 173 SANDY SPRINGS LN., BERRY CREEK / OFFICE ADDITION 6 I� 0 71-520-019 -9f 7 03-3215 STUART,SANDERSON 173 SANDY SPRINGS LANE, BERRY CREEK CONT: OWNER TO COMPLETE BP#99-0553 _ 071-520-019 03-3216 SANDERSON, STUART 173 SANDY SPRINGS LANE, BERRY CREEK CONT: OWNER RENEWAL BP#02-1548 *00-2490 SANDERSON,STUART 173 SANDY SPRINGS LN. BERRY CREEK CONTR: OWNER r 1 ST RENEWAL PERMIT # 9970553 0 i4�-52 `'' 01-2712 ,SANDERSON* STUART, 173 SANDY SPRINGS, BER CRK 21D RENEWAL'BP 99-0553 a I r� 1® --, � � � L!7 � r _ t COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR OELNUMQER ZONING Bt IILDING PERMIT OWNER -'r, � , � TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MA LING ADDRESS _ CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ �. • �. , ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ ,PE.RJ&T.FEE S, LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ ' Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service oOV OR LESS 23.00 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.P License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: [7+ 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Cade for this reason Main Service TO 46.00so WEE200A CCU000A NEW CONST. DWELLING OCCUR OR ADONS. ( a ACC. BLDS. 5QS0. FT. �N COMULTI.OUTLET @7.50 OWER APPARATUS 6 SINGLE OIfTLET CIR. Ex. Occu OUTLET 20 @'•0° BAL p .50 Rws. Ex. Occup. DFIx Ds ) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply, with those provisions. G� X '?��;,�., Date Signature of Applicant -,`0 Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ;, ;,, By ��i ,'1 Date PERMIT EXPIRES ON Date ReceiptNo � �� '� , " WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ... , ,-o,-��:�-� � „ - � . , t E TABLE OF CONTENTS TOC Project Title.......... SANDERSON ADDITION Date..06/27/05 16:52:26 Project Address......... 173 SANDY SPRINGS LN. ******* BERRY -CREEK, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit Paradise Mechanical 5655 Almond Street Plan C ec Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6.v6.01 File-SANDERSI Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run-SANDERSI TITLE 24 1936 TABLE OF. CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R................ 4 FORM C -2R ................. 7 HVAC SIZING ............... 10 A5WQ0A1r 7W Off'/Ccr AOVO BUTTE Cts 1 "fil° BUILDING DIVISION APPROVED P�. BUILDING DEPT. COPY CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... SANDERSON ADDITION Date..06/27/05 16:52:26 ******* Project Address........ 173 SANDY SPRINGS LN. BERRY CREEK, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 Climate Zone 11 Building Permit Plan Check Date Field Check/ Date Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-SANDERSI Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-SANDERSI TITLE 24 1936 GENERAL INFORMATION Conditioned Floor•Area..... Building Type .............. Construction Type ......... Building Front•Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 184 sf Single Family Detached Addition Alone Front Facing 180 deg (S) 0.11 1 Slab On Grade 26.6 0 of floor area 0.61 Btu/hr-sf-F 0.61 8 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value. R -value U -factor Location/Comments Wall Wood R-17.8 R-0 R-17.8 0.065 Front, Back, Right Roof Wood R-11 R-27 R-38 0.025 To Attic SlabEdge None R-0 R-0 F2=0.760 FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (S) 16.0 0.640 0.640 Standard Standard Yes Door Right (E) 17.0 0.550 0.550 Standard Standard Yes Window Right (E) 16.0 0.640 0.640 Standard Standard Yes SLAB SURFACES Area Slab Type (sf) Standard Slab 184 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... SANDERSON ADDITION Date..06/27/05 16:52:26 MICROPAS6 v6.01 File-SANDERSI Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-SANDERSI TITLE 24 1936 Equipment Type Hydronic NoCooling HVAC SYSTEMS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Combined Hydronic Space and Water Heating System. This building does not have a cooling system installed. REMARKS Refrigerant Tested ACCA Minimum Charge and Duct Duct Duct Manual Thermostat Efficiency Airflow Location R -value Leakage D Type 0_938 AFUE. n/a None R-n/a n/a n/a Setback 10.00 SEER No None R-n/a n/a n/a Setback SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Combined Hydronic Space and Water Heating System. This building does not have a cooling system installed. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... SANDERSON ADDITION Date..06/27/05 16:52:26 MICROPAS6.v6.01 File-SANDERSI Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-SANDERSI TITLE 24 1936 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.... STUART SANDERSON Name.... Company. OWNER Company. Address. 173 SANDY SPRINGS LN. Address. BERRY CREEK, CA Phone... (530) 589-3062 Phone... License. Signed.. Signed. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. date DOCUMENTATION AUTHOR ROBERT A. MANGRUM Paradise Mechanical 5655 Almond Street Paradise, CA 95969 53077-8882 2 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... SANDERSON ADDITION Date..06/27/05 16:52:26 Project Address........ 173 SANDY SPRINGS LN. ******* Documentation Author.. Climate Zone...... Compliance Method. BERRY CREEK, CA *v6.01* ROBERT A. MANGRUM ******* Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 11 Building Permit Plan Check Date Field Check/ Date ..... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-SANDERSI Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-SANDERSI TITLE 24 1936 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- Enforce- er / ment *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 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 0.36, 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(8): 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 b. Outside air intake with damper and control C. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... SANDERSON ADDITION Date..06/27/05 16:52:26 MICROPAS6 v6.01 File-SANDERSI Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-SANDERSI TITLE 24 1936 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 ACOA. 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 sectons 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 back rubber addhesive 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 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. ill f� 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... SANDERSON ADDITION Date..06/27/05 16:52:26 MICROPAS6 x6.01 File-SANDERSI Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-SANDERSI TITLE 24 1936 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 7 C -2R Project Title.......... SANDERSON ADDITION Date..06/27/05 16:52:26 P t Add 173 SANDY SPRINGS LN ******* BERRY CREEK, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit Paradise Mechanical 5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 Fie C ec Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-SANDERSI Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-SANDERSI TITLE 24 1936 Zone Type HOUSE Residence MICROPAS6 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Total Standard Proposed Compliance Design Design Margin 37.18 19.52 17.66 16.38 19.40 -3.02 53.56 38.92 14.64 *** Water Heating not calculated *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.:........ Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 184 sf Single Family Detached Addition Alone Front Facing 180 deg (S) 0.11 1 ReducedYear Slab On Grade 1 1472 cf 184 sf 26.6 a of floor area 0.61 Btu/hr-sf-F 0.61 8 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 184 1472 0.11 Yes Setback 2.0 Standard No COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... SANDERSON ADDITION Date..06/27/05 16:52:26 MICROPAS6•v6.01 File-SANDERSI Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-SANDERSI TITLE 24 1936 OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE - New 1 Wall 80 0.065 17.8 180 90 Yes W.19.2X6.16 Front 2 Wall 96 0.065 17.'8 0 90 Yes W.19.2X6.16 Back 3 Wall 143 0.065 17.8 90' 90 Yes W.19.2X6.16 Right 4 Roof 184 0.025 38 n/a 0 Yes R.38.2X4.24 To Attic 3 Window Right (E) 16.0 0.640 0.640 90 PERIMETER LOSSES Standard/0.68 Length Surface (ft) HOUSE - New 5 S1abEdge 46 F2 Insul Solar Factor R-val Gains Location/Comments 0.760 R-0 No FENESTRATION SURFACES Area, U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE - New 1 Window Front (S) 16.0 0.640 0.640 180 90 Standard/0.76 Standard/0.68 2 Door Right (E) 17.0 0.550 0.550 90 90 Standard/0.76 Standard/0.68 3 Window Right (E) 16.0 0.640 0.640 90 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window— Overhang Left Fin Right Fin— Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE - New 1 Window 16.0 4.0 4.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Door 17.0 2.6 6.6 2.0 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 16.0 4.0 4.0 2.0 4.0 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 184 COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... SANDERSON ADDITION. Date..06/27/05 16:52:26 MICROPAS6 v6.01 File-SANDERSI Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-SANDERSI TITLE 24 1936 System Type HOUSE HVAC SYSTEMS Refrigerant Minimum Charge and Duct Efficiency Airflow Location Tested ACCA Duct Duct Manual Duct R -value Leakage D Eff Hydronic 0.938 AFUE n/a None R-n/a n/a n/a 1.000 NoCooling 10.00 SEER No None R-n/a n/a n/a 1.000 SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Combined Hydronic Space and Water Heating System. This building does not have a cooling system installed. REMARKS o . 6 HVAC SIZING Page 10 HVAC Project Title........... SANDERSON ADDITION Date..06/27/05 16:52:26 Project Address........ 173 SANDY SPRINGS LN. ******* BERRY CREEK, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 Climate Zone 11 Compliance Method...... MICROPAS6 v6.O1 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-SANDERSI Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-SANDERSI TITLE 24 1936 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....... Description 184 sf 1472 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts ............... Sensible Load.................... Latent Load ...................... 180 deg (S) Heating Cooling (Btuh) (Btuh) 2415 718 Building Permit Plan Check Date Field Check/ Date Compliance Method...... MICROPAS6 v6.O1 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-SANDERSI Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-SANDERSI TITLE 24 1936 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....... Description 184 sf 1472 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts ............... Sensible Load.................... Latent Load ...................... 180 deg (S) Heating Cooling (Btuh) (Btuh) 2415 718 1193 776 n/a 1667 837 344 n/a 231 0 0 4446 3735 n/a 747 Minimum Total Load 4446 4482 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 designers responsibility to consider all factors when selecting the HVAC equipment. TABLE OF CONTENTS TOC Project Title.......... SANDERSON RESIDENCE Date..06/24/05 15:53:40 Project Address........ 173 SANDY SPRINGS LN. ******* BERRY CREEK, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Bui ing Permit Paradise Mechanical 5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone....... .. 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6'v6.01, File-SANDERSN Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run -SANDERS -N TITLE 24 1933 TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 7 HVAC SIZING ............... 11 ,e:5vts1avr 7v 03-�2/s r�os�) BUTTE COUNTY BUILDING DIVISION! APPROVED 7XIs o5, W, CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... SANDERSON RESIDENCE Date..06/24/05 15:53:40 Pro'ect Addes rs 173 SANDY SPRINGS LN ******* BERRY CREEK, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-SANDERSN Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-SANDERSN TITLE 24 1933 GENERAL INFORMATION Conditioned Floor Area..... 1441 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories........... 1 Floor Construction Type.... Raised Floor. Glazing Percentage......... 24 % of floor area Average Glazing U -factor... 0.66 Btu/hr-sf-F Average.Glazing SHGC....... 0.65 Average Ceiling Height..... 9.6 ft BUILDING SHELL INSULATION Component Frame Building Permit Plan Check Date FielcT Check/ Date Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-SANDERSN Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-SANDERSN TITLE 24 1933 GENERAL INFORMATION Conditioned Floor Area..... 1441 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories........... 1 Floor Construction Type.... Raised Floor. Glazing Percentage......... 24 % of floor area Average Glazing U -factor... 0.66 Btu/hr-sf-F Average.Glazing SHGC....... 0.65 Average Ceiling Height..... 9.6 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall wood R-21 R-0 R-21 0.059 Front, Left Corner Wall, Back Right, Knee Wall Roof Radiant Wood R-11 R-27 R-38 0.025 Attic Floor Wood R-21 R-0 R-21 0.035 Floor FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (S) 12.0 '0.640 0.640 Standard Standard Yes Window Front (S) 20.0 0.640 0.640 Standard Standard Yes Window Front (S) 12.0 0.640 0.640 Standard Standard Yes Door Front (S) 20.0 0.550 0.650 Standard Standard Yes Window Front (S) 12.0 0.640 0.640 Standard Standard Yes Window Front (S) 13.5 0.640 0.640 Standard Standard Yes Window Horz 9.0 0.640 0.640 Standard Standard None Window Left (W) 20.0 1.400 0.730 Standard Standard Yes Window Front (SW) 15.0 0.640 0.640 Standard Standard Yes Window Left (W) 30.0 0.640 0.640 Standard Standard Yes Window Left (NW) 15.0 0.640 0.640 Standard Standard Yes Window Left (W) 25.0 0.640 0.640 Standard Standard Yes Window Back (N) 20.0 0.640 0.640 Standard Standard Yes Door Back (N) 41.0 0.550 0.650 Standard Standard Yes Door Back (N) 41.0 0.550 0.650 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... SANDERSON RESIDENCE Date..06/24/05 15:53:40 MICROPAS6 v6.01 File-SANDERSN Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-SANDERSN TITLE 24 1933 FENESTRATION HVAC SYSTEMS Refrigerant Pipe Insulation Tested ACOA Length Equipment Over - Duct Manual Area U- Efficiency Airflow Location R -value Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Right (E) 12.0 0.640 0.640 Standard Standard Yes Door Right (E) 17.0 0.550 0.650 Standard Standard Yes Skylight Horz 4.0 0.940 0.730 None None None Skylight Horz 4.0 0.940 0.730 None None None Skylight Horz 4.0 0.940 0.730 None None None HVAC SYSTEMS System Storage HYDRONIC PIPING AND SPACE HEATING Pump Refrigerant Pipe Insulation Tested ACOA Length Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Hydronic 0.938 AFUE n/a None R-n/a n/a n/a Setback NoCooling 10.00 SEER No None R-n/a n/a n/a 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 0.89 34 R- n/a WATER HEATING SYSTEMS DETAIL Standby Internal Tank Recovery Rated Loss Insulation Pilot System Efficiency Input Fraction R -value Light Storage 0.94 35000 Btuh n/a R- n/a n/a System Storage HYDRONIC PIPING AND SPACE HEATING Pump Pipe Pipe Insulation Insulation Hydronic Hydronic Energy Length Diameter Thickness Conductivity Type Delivery (Watts) (ft) (in) (in) (Btu/Hr-ft-F) Combined Baseboard n/a 10 0.5 0.75 0.023 SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Combined Hydronic Space and Water Heating System. This building incorporates a Radiant Barrier. The radiant barrier must have an emissivity less than or equal to 0.05, must be installed to cover the CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... SANDERSON RESIDENCE Date__nti/24/nr; 1r•Cq.an MICROPAS6 v6.01 File-SANDERSN Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-SANDERSN TITLE 24 1933 SPECIAL FEATURES AND MODELING ASSUMPTIONS roof trusses, rafters, gable end walls and other vertical attic surfaces, and must meet attic ventilation criteria. This building does not have a cooling system installed. REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. 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. Name.... Company. Address. Phone... License. Signed.. Name.... Title... Agency.. Phone... DESIGNER or OWNER STUART SANDERSON OWNER 173 SANDY SPRINGS LN. BERRY CREEK, CA (530) 589-3062 ENFORCEMENT AGENCY DOCUMENTATION AUTHOR Name.... ROBERT A. MANGRUM Company. Paradise Mechanical Address. 5655 Almond Street Paradise, CA 95969 Phone... 530-877-8882 DT Signed at Signed.. ate MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... SANDERSON RESIDENCE Date..06/24/05 15:53:40 dd 73 S ******* Project A res =........ 1 ANDY SPRINGS LN. BERRY CREEK, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit 79 Paradise Mechanical 5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 Fie C ec Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-SANDERSN Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-SANDERSN TITLE 24 1933 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 *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 equivalent U -factor in metal frame walls (does not apply Design- Enforce- er X ment 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 0.30, 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(8): 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 b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... SANDERSON RESIDENCE Date..06/24/05 15:53:40 MICROPAS6 v6.01 File-SANDERSN Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-SANDERSN TITLE 24 1933 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 ACOA. 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 sectons 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 back rubber addhesive 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 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 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... SANDERSON RESIDENCE Date..06/24/05 15:53:40 MICROPAS6 v6.01 File-SANDERSN Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-SANDERSN TITLE 24 1933 pilot light (Exception: Non -electrical cooking appliances / with pilot < 150 Btu/hr). - LIGHTING MEASURES Design- Enforce- er ment 150(k)1: 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. �✓ h COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... SANDERSON RESIDENCE Date..06/24/05 15:53:40 P t Add 173 SANDY SPRINGS ******* rojec ress........ LN. BERRY CREEK, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Bui ing Permit -79 Paradise Mechanical 5655 Almond Street Plan C ec Date Paradise, CA 95969 530-877-8882 Fie C ec Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-SANDERSN Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-SANDERSN TITLE 24 1933 MICROPAS6 ENERGY USE SUMMARY Height Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 14.97 9.71 5.26 Space Cooling.......... 12.87 17.18 -4.31 Water Heating.......... 16.21 9.21 7.00 Total 44.05 36.10 7.95 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type.............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Floor Area Volume Zone Type (sf) (cf) 1441 sf Single Family Detached New Front Facing 180 deg (S) 1 1 ReducedYear Raised Floor 1 13832 cf 0 sf 24 % of floor area 0.66 Btu/hr-sf-F 0.65 9.6 ft BUILDING ZONE INFORMATION # of Dwell Cond- Thermostat Units itioned Type Vent Vent Air Height Area Leakage (ft) (sf) Credit HOUSE Residence 1441 13832 1.00 Yes Setback 2.0 Standard No COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... SANDERSON RESIDENCE Date..06/24/05 15:53:40 MICROPAS6 v6.01 File-SANDERSN Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-SANDERSN TITLE 24 1933 OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 243 0.059 21 180 90 Yes W.21.2X6.16 Front 2 Wall 260 0.059 21 270 90 Yes W.21.2X6.16 Left 3 Wall 20 0.059 21 225 90 Yes W.21.2X6.16 Corner Wall 4 Wall 20 0.059 21 315 90 Yes W.21.2X6.16 Corner Wall 5 Wall 218 0.059 21 0 90 Yes W.21.2X6.16 Back 6 Wall 293 0.059 21 90 90 Yes W.21.2X6.16 Right 7 Wall 86 0.059 21 90 90 No W.21.2X6.16 Knee Wall 8 Roof Radiant 1420 0.025 38 n/a 0 Yes R.38.2X4.24 Attic 9 Floor 1441 0.035 21 n/a 0 No FC.21.2X8.16 Floor FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (S) 12.0 0.640 0.640 180 90 Standard/0.76 Standard/0.68 2 Window Front (S) 20.0 0.640 0.640 180 90 Standard/0.76 Standard/0.68 3 Window Front (S) 12.0 0.640 0.640 180 90 Standard/0.76 Standard/0.68 4 Door Front (S) 20.0 0.550 0.650 180 90 Standard/0.76 Standard/0.68 5 Window Front (S) 12.0 0.640 0.640 180 90 Standard/0.76 Standard/0.68 6 Window Front (S) 13.5 0.640 0.640 180 90 Standard/0.76 Standard/0.68 7 Window Horz 9.0 0.640 0.640 180 0 Standard/0.76 Standard/0.68 8 Window Left (W) 20.0 1.400 0.730 270 90 Standard/0.76 Standard/0.68 9 Window Front (SW) 15.0 0.640 0.640 225 90 Standard/0.76 Standard/0.68 10 Window Left (W) 30.0 0.640 0.640 270 90 Standard/0.76 Standard/0.68 11 Window Left (NW) 15.0 0.640 0.640 315 90 Standard/0.76 Standard/0.68 12 Window Left (W) 25.0 0.640 0.640 270 90 Standard/0.76 Standard/0.68 13 Window Back (N) 20.0 0.640 0.640 0 90 Standard/0.76 Standard/0.68 14 Door Back (N) 41.0 0.550 0.650 0 90 Standard/0.76 Standard/0.68 15 Door Back (N) 41.0 0.550 0.650 0 90 Standard/0.76 Standard/0.68 16 Window Right (E) 12.0 0.640 0.640 90 90 Standard/0.76 Standard/0.68 17 Door Right (E) 17.0 0.550 0.650 90 90 Standard/0.76 Standard/0.68 18 Skylight Horz 4.0 0.940 0.730 180 0 None/1 None/1 19 Skylight Horz 4.0 0.940 0.730 180 0 None/1 None/1 20 Skylight Horz 4.0 0.940 0.730 180 0 None/1 None/1 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 12.0 3.0 4.0 2.0 6.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 20.0 5.0 4.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 12.0 2.0 6.0 8.0 '0.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Door 20.0 3.0 6.6 8.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 12.0 2.0 6.0 8.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 13.5 3.0 6.6 . 8.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... SANDERSON RESIDENCE Date..06/24/05 15:53:40 MICROPAS6 v6.01 File-SANDERSN Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-SANDERSN TITLE 24 1933 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 8 Window 20.0 4.0 5.0 1.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 15.0 2.5 3.0 1.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 30.0 5.0 6.0 1.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 15.0 2.5 3.0 1.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 25.0 5.0 5.0 2.0 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 20.0 4.0 5.0 12.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Door 41.0 6.0 6.8 12.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Door 41.0 6.0 6.8 12.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 12.0 3.0 4.0 2.0 6.0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Door 17.0 2.6 6.6 2.0 7.0 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Hydronic 0.938 AFUE n/a None R-n/a n/a n/a 1.000 NoCooling 10.00 SEER No None R-n/a n/a n/a 1.000 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 0.89 34 R- n/a WATER HEATING SYSTEMS DETAIL Standby Internal Tank Recovery Rated Loss Insulation Pilot System Efficiency Input Fraction R -value Light 1 Storage 0.94 35000 Btuh n/a R- n/a n/a HYDRONIC PIPING AND SPACE HEATING Pump Pipe Pipe Insulation Insulation Hydronic Hydronic Energy Length Diameter Thickness Conductivity System Type Delivery (Watts) (ft) (in) (in) (Btu/Hr-ft-F) 1 Storage Combined Baseboard n/a 10 0.5 0.75 0.023 COMPUTER METHOD SUMMARY Page 10 C -2R Project Title.......... SANDERSON RESIDENCE Date..06/24/05 15:53:40 MICROPAS6 v6.01 File-SANDERSN Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-SANDERSN TITLE 24 1933 SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Combined Hydronic Space and Water Heating System. This building incorporates a Radiant Barrier. The radiant barrier must have an emissivity less than or equal to 0.05, must be installed to cover the roof trusses, rafters, gable end walls and other vertical attic surfaces, and must meet attic ventilation criteria. This building does not have a cooling system installed. REMARKS HVAC SIZING Page 11 HVAC Project Title.......... SANDERSON RESIDENCE Date..06/24/05 15:53:40 Pro'ect Address 173 SANDY SPRINGS LN ******* BERRY CREEK, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-SANDERSN Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-SANDERSN TITLE 24 1933 GENERAL INFORMATION Floor Area ................. 1441 sf Volume ..................... 13832 cf Front Orientation.......... Front Facing 180 deg (S) Sizing Location............ OROVILLE RS Latitude . ................. 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Heating Building Permit Plan C ec Date Field Check/ Date Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-SANDERSN Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-SANDERSN TITLE 24 1933 GENERAL INFORMATION Floor Area ................. 1441 sf Volume ..................... 13832 cf Front Orientation.......... Front Facing 180 deg (S) Sizing Location............ OROVILLE RS Latitude . ................. 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Minimum Total Load 23175 28912 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. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 6113 2177 Glazing Conduction ............... 9194 5976 Glazing Solar .................... n/a 10610 Infiltration...................... 7868 3230 Internal Gain.. ................ n/a 2100 Ducts............................ 0 0 Sensible Load .................... 23175 24093 Latent Load ...................... n/a 4819 Minimum Total Load 23175 28912 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. DATE: ,. BALANCE OF FEES SHEErI' ASSESSOR PARCEL #: OWNER'S NAME: FEES: (Amount and Purpose): BALANCE OF FEES: $ ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE: $ SRA $ COPIES $ URBAN AREA FEES $ CSA 87 (North Chico Spec.) $ ' WATER TENDER FEE $ BATTALION # THERM DRAINAGE FEE $ 4b OTHER VALUATION - IF BALANCE OF FEES OR ADDITIONAL FEES: TOTAL VALUATION: $ ADDITIONAL VAL: $ (Check one) COUNTY CITY OF BIGGS (Check one) RESIDENTIAL COMMERCIAL RECEIPT NUMBERS: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND -PERMIT �� ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER SANDERSON• STUART 589-3-43 TELEPHONE SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS 173 SANDY SPRINGS LANE BERRY CREEK CA 95916 CONTRACTORS NAME O W LVl�l\ TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 173 SANDY SPRINGS LANE BERRY CREEK Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: REWNEWAL OF BP# 02-1548 (OFFICE ADDITION) Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service noon oa mss 23.00 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.POWER License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 19 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier TO Main Service TO 46.00 NEW CONST. DW OCCUP. CU OR ADDNS. ( a ACC. BLAS. SO 3.5QFT. NON-REOSID. T.MULTI-O11 UTLET 97.50 APPARATUS a SINGLE OurtET CIR. EX. OCCU OUTLET OR FIXTURES BAL I 0 Ex. Occup. oFucuT a= ) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date 6 Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations ova " deep and demolition or construction of structures over 3 stories in height. Receipt No. WHITE-D.D.S.-B.D. A RY- SSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 78.50 HAz. o. FIMP FLOOD CDF PARCEL PO I HD JAVE, This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated ab ve for which fees have been paid. _ By Date PERMIT XPI ES ON Date 0 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 53$$,' PERMIT NO. (Rev. 12/96) APPLICATION AND -PERMIT U ASSESSOR PARCEL NUMBER 071-520-019 ZONING U BUILDING PERMIT ' OWNER SANDERSON STUART 589-3043 TELEPHONE SQ, FT, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 1_73 SANDY SPRINGS LANE .BERRY CREEK CA EST V LUE 25 100.00 CONTRACTOR'S NAME OWM - TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDERS MAILING ADDRESS Total Valuation $ 25.10 .00 ARCHRECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $298.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 17 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other ❑ T CC- Describe Work: PERMIT TO CO ��(� (VALUE EST -PER B-19: 10/17/03)`C 1 611 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ 01- P ` ELECTRICAL PERMIT Fling Fee 20.00 Main Service A OR LESS 23.00 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. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 10 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. . ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service To 46. 00 WEL200A CCU000A NEW CONST. DWEWNG OCCUP. OR ADDNS. ( a ACC. BLDS. so SO 3.50FT. NEW SID. MULTI.OUTLLT 97,50 POWER APPARATUS a swGLE 0 IT. CIR. Ex. Occup. OUTLET OR FIXTURES SAL p'; o Ex. Occu . pUTLFIXEEDTS REESI6.) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) ® 1 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date GU / / Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction/% of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONSLE TOTAL FEE $ 27a, 50 HAZ.ES IMP FLOOD CDF PARCEL PD HD This permit is hereby issued under the applicable provisions of the Butte County, Code and/or Resolutions to do work indicated above f r which fees have been paid. e% By Date PERMIT EX IRES ON �� V Dete Receipt No. WHITE-D.D.S.-B. D. A Y-ASSES9OR FfW-INSPECTOR GOLDEN ROD -APPLICANT Rev.12/96) OWNER �- COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION PERMIT NO. 7 County Center Drive a Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT • 20MNG BUILDIPJG PERMIT UMe o E • �b SQ. FT.OCC. BUILDING VALUATION SDR a� ., r..�,.. �SY nG. S (►N � , ` l -. _ . NAME . N YN p ii— CONSTRU=ON LENDER 7------- 1 A Fireplace LENDERS MAILDNG ADDRESS Total valuation $10( LICENSE N Filing Fee $ ARCHRECr OR ENGINEER Permit Fee $ AR t UTECr OR ENGINEER'S MIAWNG ADDRESS V� Plan Checking Fee $ DaEss r ergy Plan Checking Fee $ t $ PERMIT FEE $ fSF NO. SUBDMSIDNS NAME. V �v mi Each Trap USEOFSTRUCTURE Soler or heat Water i ing E03 Duplex 13 Nlobilehome 13 other SPECIFY Each gas wat TYPE OF WORK Gas i in New 13 Ad Remodel 13 U60 ❑ Installation ❑ Other C3 Building sewe D ; `5 Mobile Home Describe Work: fir'M .PERMIT FEE PAID $ SRA SHERIFF $ OTHER $ AMOUNT RECEIVED $ DATE RECEIVED RECEIPT ## :r or vent - 5 outlets 20.00 iling Fee 20.00 7.00 23.00 15.00 15.00 5.00 15. @20.00 PERMIT FEE S AIT Filing Fee 20.00 DY OR LEGS Main Service xD OR LESS 23.00 Main Service 20DA To DDA 46.00 NEW CONST.DwaLM6 O 3.50FT OR ADONs. \ & ACC. EDS. N> w co _ MuLn-oLmF 1 @7.50 Ex. Occup. OUn.Er OR FDCTV ' _ .SD Ex. Occup.Lmtr5 IREs o) Sk lNi'00 00 Temporary Service Moble Home Facilities 20.00 Wisc. Wiring 23.00 PERMIT FEE S MEC AL PERMIT Fling Fee 20.00 Heating Cooling Hood 50 6WMI Ventilation PERMIT FEi= S Mobile Home Installa ' Fee $ Energy Inspection Fee $ GD CONST. TYPE TOTAL FE HAZ D. FEES IMP FLOOD CD This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Date) — COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Cof.1y Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PER T N (Rev. 12/96) APPLICATION AND PERMIT �a-� ASSESSOR PARCEL NUMBER 071-520-019 ZONING U BUILDING PERMIT OWNER Sl,,NTLERSOINT, STUART589-3062 TELEPHONE SQ. FT. OCC. BUILDING VALUATION 184 R 9936.00 .OWNERS MAIUNG ADDRESS SANDY - T CREEK, CA ° 6 CONTRACTORS NAME 01IMEit TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 117.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 76.05 BUILDINGADDRESS 173 SANDY SPRINGS LN. PERRY CREEK Ener Plan Checking Fee Energy g $ $ PERMIT FEE $236,05 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF 6 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition 11 Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: OFFICE ADDITION Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800OR LE Main Service 200A V.LESS 23.00 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. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason r TO Main Service TO 46.00 NEW CONST. DWELEU OCCUCUP. DW OR ADDNS. ( & ACC. BLDS.ONS SO 3.5,s,.. NO" N.RESI. BRANCH CIRCUITS MULTI -OUTLET @7,50 POWER APPARATUS a sINOIF ourLEr cIR. On Ex. Occup. OUTLET OR FURES 20 Q 1.00 BAL @ .50 Ex. Occup. ouTLEEDTS R61o.0EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 26.45 WORKERS" COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain. a` certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1P 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those p ovisions. X Date S 7 Signature of Applicant - 0 Owner ❑ Contractor ❑ Agent An OSHA permit's required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation extend ducts 15.00 PERMIT FEt $ Mobile Home Installation Fee is Energy Inspection Fee $ occ R3 CONST. TYPE VN TOTAL FEE $ HAZ. D. FEES IMP FLOOD CDF I PARCEL PD HD ISSU This permit is hereby issued under the applicable prcvisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. u �� By QD e PERMIT EXPIRES ON D., Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ♦. SES -100 oAAF�lt#4uuM 1 1vrEA 7 County Center Drive a Orovilie, California 95965 • Telephone (530) 538-7541v.vry APPLICATION AND PERMIT PEa ,r. zow'a U BUILDINGPERMIT i TQL��ONE SO. FT. I OCC I BUILDING VA I LUATION I TEL_P-ONE �T �f rCRS 4A�.INO Ap OPESS -- ' `'r:S'avCt:ONtENOEA I I —. � oep a .wL,«c AaoaFss Fireplace II Total Valuation ?C"ff_CT CA _NGINEEA < UCE'4E NO Flin Fee ! S 23 \I-r-TECT OR ENGINEEAS MAA.ING ACCAESS 6,•UZO ADC Pits _ n SUBMISION Is VAME USEOFSTAUCTURE Duplex ❑ fvlobilehome ❑ Other - - \ sPee:sv TYPE OF WORK '.r.v G .addition Rer-.;odal ❑ 1 -tidies ❑ Instatation ❑ other ❑ �jVlvW LO4A't-j : - rr -re S" :! "PERAIT FEE PAX® SHMFF o L.TD s 3�-3.,5� 4,39.50 Permit Fee Plan Checkin_q Fee Energy Pion Chw ing Fee S I S i r C f S '- PERMIT FEE PLUMBING PERMIT Each Trap Fling Feel 20 CJ I 7.0p — Solar or heat pump water heater I I 2 i.00i Water piping _ I 15.00. Each gas water heater or vent I I 15.00' _Gas piping system t • 5 outlets I ; 15.00, Building sewer I 15.00 --- Mobile Home I S j G; W i @20.00 --- PERMIT FEE I S ELECTRICAL PERMIT j i Fling Fee: 20 ! Main Service ( oa Jss ) j I 23.00; Main Service ( 20" TO 1000AI i 46.00' NEW CONS:. ( OWE .ING OCCUP OR ADONS. •ACC mos. ) Nov��l UULD-OWLET NON RESiO ( ERMICN CIRCUT4 1 I y I 3.5c I @7.50" (POWER APPAAATuS A SVIOLE OUTLET CIA X. OCCU OUTLET OR W"ES Occup. ( 1 I 20 2 a ! PAL.'4 50 PU(EO APDI/fi, Ex. Occup. (ovTLETs rREs,o, oEAw) I I I I 5.00' Temporary Service I 23.00 Mobile Home Facilities 20.00" Misc. Wiring 23.00 PERMIT FEE S o MECHANICAL PERMIT I Fling Fee j 20 07 Heating — Cooling I I Hood I 6.50: Ventilation I PERMIT FEE— (� Mobile Home Installation Fee I e Energy Inspection Fee Ga�TPE TO AL FEE $ S� This permit is hereby issued under the appricable provislcr.s of the Butte County Code and/or Resolutions to do wcl'4 indicated above for which fees have been paid. By RocelptNo. PERMIT EXPIRES ON WMITE'0 O.S.-S.O. CANARY -ASSESSOR PINK -INSPECTOR GOLOENROO•APPLICANr Oat® __ WAS Bo's ri'f�''q:�'.'_;,r"'L7'�•'�?;�'t.i '{'i9L1?jlSi+..�irs�i►Y ^ry^•r-rsT •..-i..-a.:(-nr n.---r•-'i" _ ,,. 7'iyc`�..!�^..ast'r..�-i �i�F'- r'. ter+-�.�>..... ..���.,,.�.- ,r'..,f.. E COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING -DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)53842140 PERMIT APPLICATION DATA SHEET � , ., /" OWNER: �/ ' ASSESSOR PARCEL NUMBER­t­ 074'— 45OU—) ^-O Proposed Building Use:. Counter Technician: N"_Date: ite ms required in order to apply fo permit. All boxe1VIUA 's ST be checked OR marked Nin ord r to a ply. of plans, 3 or 4 sets, signed by the preparer of the plans. mplete plans, 3 or 4 sets, signed by the preparer of the plans. plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. " ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ,,; ❑ T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped.and wet-si ng ed.by the engineer. V. _ , � Items required for initial plan review. If•,checked items have not been received, plan review cannot proceed. indexed and returned to the plan review," line-up when required items are received. 01 µ Date Received ficate, wet -stamped and signed, in duplicate ................................ ,license approval from the City of Biggs .................................... n�re'sidential buildings......................................................... wilding Form filled out by the owner ..................................... orm.........................................................................�..... 08. Flood Elevation Certi rfO 9. Plot plan and business ❑ 10. Letter of intent for no ❑ 11. Detached Accessory ❑ 12. Hazardous Material F ❑ 13. Other ; l' k The permit will be Remain ing'items needed to issue the permit. (May require,additional plan review upon receipt of the following items.) 14 C . Fees as shown on the attached Schedule of Fees •Due Sheet ....................................... ❑ 5. Statement of Intent for?Non-heated and A/C Buildings..: ............................... ....... 16. Sanitation and plot plan 'appr`oval from the Environmental Health Depart ent in ❑ ,7. City of Chico Plumbing permit ........................... C�' 18. California Department of Forestry plan approval paid. Sent by�........ ❑ 19. Planning approval for (A) Use: C?(B)Parking: (C) Parce Check: �p'Z ❑ 20. Contact Land Development about ❑Improvements, ❑Drainage ........... :...... ............. ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre-Inspectiofi for required ................ ❑ 23. Contractor's lige nse information. (Number, Name Style, Classification) ...................... 24. Worker's Compensation Carrier and Policy Number ............................................. 1'Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 2r6.Letter of Signature authorization.........:.......................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement ..................................... ❑ 28. Manufactured home utility clearance.............................................:................. ❑ 29. Eki" ting violations and/or expired permits..................'.................................::... ❑ 30. • ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ -F ❑ 31. Other: r l When issued Telephone and hold for pickup.. I have been informed of the above items and -requirements for obtaining a building permit. Applicant: Date: 6 l d 1' - 1. Index permit application for the above items numbered: ' Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the abave data by ❑ phone, ❑ mail, 0 co ter Date: Plans reviewed by: Date: - Plans approved by: rh-L, Date: Structural reviewed b Date: Structural approved by: Date: Note transfer by: 'T Date: ZT— / U7 -02 - Yellow: -02 -Ye low: Building Division E.H.use ONLY Piot Pian dMechod r dab F%n Attached Sant to S.D. ! TO: Building Department FR0M: Environmental Health SUBJECT: Sanitation Clearance SfiIAaft-SW—ers�n 173 SG�d s �,� s L�� 07—Sa��..6 Owner Lo ation AP# 1 Plan Approved for: Sewage Disposal Water Supply: Public. Private Well I-- Clearance for dwelling. Other o-Wt Q— c eaP PU T�cd i `7`�,w N /lib Hold final for: Final clearance O.K. for: NOTE: �a— Environmentpi Health Speci ist Date 8/96 COUNTY OF BUTTE .'DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 &,&.S HEDULE OF FEES DUE ��77 OWNER. AT..# PROPOSED BUII DING USE DATE:S1 ouRECEIPT # DATE REC. 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $, --Revised Plan Checking Fee ....................:............. $ t \ —,/—,/-2. SCHOOL DISTRICT7atuilding t (paid at District Office) T U 3. SHERIFF FEES (paid Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK b $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) F 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE U �S 0 ?_ Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) PROJECT PROCESSING RECORD Applicant: Owner: A. P. #: Permit #: 0 a -1 S Work Description: Date Description of Step or Status e� re.)(,Se . . :moi Ll RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: Building Permit Number: D 2 / 5-4 Plans Examiner: Martha Christy A. P. Number: 0 Z© _ . GENERAL: Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. 5. Recorded notice of violation. 6. Building permit valuation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. 3 Other buildings or structures. 4 Grading, fills and/or drainage. 5 Flood hazard. 6. Special conditions on Parcel Map: Noise ❑ • SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic.and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement. 8. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). 4. Skylights (Uniform Building Code section 2409& 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6.. Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest aroiection from the ceiling (Uniform Building Code section 310.6.1). 7. All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). 8. GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 9. Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). 10. Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or.alcove opening directly into any of these (Uniform Mechanical Code section 304.5). 11. Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). 12. Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 13. Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). 14. Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 15. Water closet clearances (Uniform Plumbing Code 408.5). i6. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support A loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18- -C). Floor construction details complete enough to construct building. � d�- - Elevations and wall construction details complete enough to construct b ' Roof construction details complete enough to construct building. 8. FireplAce construction details and calculations if necessary. 9. Garage door header size(s). p� 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. 13. High expansive soil - special foundation design required. 14. Retaining walls requiring design. 15. Gypsum wallboard nailing inspection required. 16. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 17. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall'be designed and/or located so as to prevent water from entering or accumulating with the compogents during conditions of flooding. MISCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). 2. Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). F. Exterior plaster - weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6. Foam insulation -protection. A 7. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 8. Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505).' �Q Ca,�l LL 11. Sound requirements. arj Ol-eZ.4 12. Energy design compliance and supporting documentation. 13. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: t. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 1„ 5. ElPT � Use Permit conditions. � i-" � 6. ❑ Sub -Standard Housing letter. L JO uWvm! � tel. • _ Page 2 of 2 p�� "a _ h 5 COlJJWTY.QF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7'County Center Drive Oroville, California 95965 • Telephone (530) 538-75 PER NO. _ 0�' (RP.'v.12/96) APPLICATION ANDPERMIT E ASSESSOR PARCEL NUMBER 071-43-0-052 ZONING U BUILDING PERMIT 7. OWNER STUART SANDERSON TELEPHONE 589-3062 SO. FT. OCC. BUILDING VALUATION 1441 R 77 814.00 OWNERS MAILING ADDRESS 1T7T3 SANDY SPRINGS LANE BERRY CREEK 784 26,656.00 COT RNER ACTOR'S NAME TELEPHONE 406 COV 5,278.00 52 OPEN 364.00 CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace I A 1,500.00 LENDER'S MAIUNG ADDRESS Total Valuation $ 111 612.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 699.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 454.35 BUILDINGADDRESS 173 SANDY SPRINGS LANE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1.196.35 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SK ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 11 7-0077.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00. yy TYPE OF WORK NeW '❑` Addition ❑ Remodel ❑ . Utilities ❑ Installation ❑ Other ❑ Describe Work: 2 BEDROOM Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S197 -no ELECTRICAL PERMIT Fling Fee 20.00 R UES 800VMain Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION L 1 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. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier PolicyNumber (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) �l 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date�� Signature of Applicant - RI Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO IOLmA 46.00 NEW CONST. DWEWNG OCCUP. s0 OR ADONS. ( 8 ACC. Lit DS. 3.5¢,T. 77 No RES p. CONSY.Tl, MET 97,50 POWER APPARATUS 8 SINGLE Oun.ET CIR. Ex. OCCU OUTLET OR FIXTURES 2@'•0° BAL @ .SO Ex. Occup. Ao °� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 ' Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation 2 PERMIT FEt S 65-56— 5•50Policy Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3 CONST. TYPE 1585/2 VN TOT L FEE $ ' 41 HAZ --- PEES IMP FLO CDF ptR pD HD This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indic d above for which fees have been paid. ` 2, 7Y By Q Date PERMIT EXPIRES ON / w 27—ZLyoo Date Receipt No. S; d y ()q-?, WHITE-D.D.S.-E.D. CANARY -ASSESSOR PINK -INSPECTOR I GOLDENROD -APPLICANT i , � R COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION '7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. (Rev.12/96)'J( c APPLICATION AND PERMIT asasORrARCn' _ _ QJZ 20"M U BUILDING PERMIT OWN" I San -eVs n 15 9=30 2 sa. Fr. OCC.BUILDING VALUATION OWMM'S WAIUM ADOMS COWPACTOR•t MAW CONTRACTOR, WAA0,10 ADOFAU CONSTFAXI N UMe1 UNDUM JAMNe ADORat AACNnECT OR EMO II e1 AACWMCr OR oaaams MALWO ADOAUS eusDMAODRess ,"7 t -N e* 6f5%S TOTNO. tueDNel0"WAC Fireplace I Q� Total Valuation Fling Fee Permit Fee Plan Checking F Energy Plan Ch, i t i S Fee i :RMIT FEE i PLUMBING PERMIT USEOFSTRUCTURE Each Trap Solar or heat pump water heater SF O Duplex O Mobilehome 0 Other Water piping ePecr TYPE OF WORK Each gas water heater or Vint Gas I In stem 1 • S outbts New O Addition O Remodel D Utilities O tns6sMtlon O Other D Building sewer Describe Work: J, �{��( Yl Mobile Home I S I G W PERMIT FEE ELECTRICAL PERMIT Main Service ( = OR �' ) aow oR uss Main Service ( aoon TO I— 1 20.00 . 001 !J ✓ •imng Fee 20.00 ` 7.00 0Zj 23.00 23.00 15.00' .00 15.00 00 15.0016.00 15.00 O Q20.00 5 0CD Ang Fee 20.00 23.00 2 46.00 EX. Occup. OunET OR nmoto 20 a x.50 ML .se EX. OCCU t�D APPEAR. OR oLRU"M aro.) FA)— 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 I PERMIT FEE S jZ0. ?5i MECHANICAL PERMIT Fling Fee 1 20.00 Hood 0.50Q Ventilation IQ.on PERMIT FEE i t0S•�JO Mobile Home Installation Fee $ Energy Inspection Fee E NST TM� TOTAL FEE $ • NAz 'F M' IYV A=0e co/ Po ww esus X This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date Receipt No. _ PERMIT EXPIRES ON WHITE•D.O.S.•B.D_ eno m..v ueoeMnn r_n. neuenn-APP, ICANT TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance S4-t.,ArL+ Sf,�� S� (L E6 Owner Locati n Plan Approved for: Sewage Disposl\ Water Su Clearance for dwelling. Other s A L) -b)^" Hold final for: Final clearance O.K. for: NOTE: nmental Health Specialist 8/96 E.H. USE ONLY Plot Plan Attached Floor Plan Ata hed Sent to B.O. / AP# I)c Private Well Date ,,.irw. wry.�f�i?YhM1v Vit�f9"y/� "7p7 '.. 7lvT ifet' :w COUNT' OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 N 'f PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL ER:Z- Proposed Building Use: Building Inspector: /; Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 0 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- - wed plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.------�j eered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ Energy Design Compliance and supporting documentation.--------------------------------------------------- ' ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ 9. anufactured Home data and ' ation ins ctions including Tie Down Specifications .------------------ 0. Fees of $---,-----#-------------------------------------------------------- Z7 r7 s r Impact fees as shown on the attached schedule. ---------- }------j%----------C--C--------- /--------- l'��". California Department of Forestry plan approval/fees. ------------------------ California T❑ 133.. Flood elevation certificate. ----------------------------------------------------------------------------------------- ❑V4. Sanitation and plot plan approval DX6 Health Department. ------------------------------------------- 9 ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- L 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about 11Improvements, ❑ Drainage, ElLegal Parcel. --- ------------------ 9. Encroachment Permit for driveway (construction approval prior to occupancy). j -- --------------- -� 020. Pre -inspection for required. Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). ---------------------- ------------- 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 11) - -------------------------------------- ❑24 etter of signature authorization. -------------------------------------------------------------------------------- Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- _ 26. Letter of intent on building use. -------------------------------'---------------------------------------------------- 027. Manufactured Home utility clearance.--------------------------------------------------------t%--------------- ❑28. Existing violations and/or expired permits. ----------------------------------------------------- j ---------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ `--------------- E130. -------------- ❑30. Other: ------- When you issue(th a permit, process as follows ❑ Mail to owner❑M '1 to contractor. •!� Telephon 0 bC� Z.. - and hold for pickup at 0W office. ❑ Deliver with inspector. Applicant: /"' Date: �Y Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Otlier: Date: By: _l. Index permit application for the above it numbered: - C1Plan Check List 2. Additional items required: -fivr/y nli t .11 Contractor, designer, owner, w o the abov required data by phone, ❑ d, ❑ Building Division co t , by ate: Contractor, designer, owner, was advised of the above required data by phone, ail, ❑ Building Division counter, by ate: i Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, 0 -Mer, YINS advised of the above required data by ❑ phone, ❑ mail, ❑ Buil din n counter, by Date: Plans reviewed by: Date: .2 Plans approved by: Date: - 4 -S' - Sets of plans on h in ❑ Plan Cabinet, ❑ A.P. folder. Note transf by: Date: Yellow Copy - Department of Development Services, Building Division. on - 7T' ; - 'w "'/,_.'(/�.?"S�,q�f7'i%`'•�r.'.rftr.r na r •, v r .. w i COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OR, &ILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER '=-Tq PROPOSED BUILDING USE S 1. BUILDING PERMIT FEES -- Balance Due ................ $ �2 • �� -- Additional Fees Due ........... $ -- Additional'Fees Due ........... $ ,Revised Plan Checking Fee ....... $ 30L DISTRICT FEES at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ ' Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$. Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7 SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) A.P. # D1 � `-,f' :3— DATE ~ Z RECEIPT # DATE REC • a � � C� (0 q (z3� 10. OTHER, . At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. "APPLICANT DATE Y Zli Z27— Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above-mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner .` (Rev. 2/97) ,.a ,x �yN.. ;+�'.•� sg *� � .,.,y .. .,,�,,.,. y�.,::r.ri7,�,r:�'ati� ��"�"►�i:.~�ita�'Ai��.iu•�a:' .. x.'�•7MntiV�j' �{ f'�"� � e , COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING. DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF RECEIPT OF FEES OWNER `"� -��-25"�_ ` �, A.P. # PROPOSED BUILDING USE 1, BUILDING PERMIT FEES -- Balance Due :r ... .............. . li 1 \-- Additional Feesc Due ........... $ -- Additional Fees Due .......... - $ ;.Revised Plan Checking Fee ....... $ 2w'� �' 2: SCHO,OL--DIS-T.)R�CT FEES j f.pa d at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. p 4. URBAN AREA FEES (paD-Vt Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq. ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER DATE RECEIPT # DATE REC n IGCi�t� s - �7 7 �k q12� f At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process.*, APPLICANT I . �,� � ..r;�.It .f'rar'„, �.� (>;�. rj , � ATE � G. ,�.� ; ; Pursuant to Government Code Section 66020, you are hereby, notified that items 2,3,4;5,6,8,9, and 10 above may h � e beenimposed y,on your project. You have 90 days from the date of approval of the project or -from the imposition of the above-mentioned items durmg which you may protest. The requirements for a protest are specified'in Government Code Section 66020(a). ti Original -Building Div. '2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) June 2� 1999-. Stuart Sanderson 173 Sandy Springs Ln.. Berry Creek, Ca. 95965 Assessor Parcel Number: 071-430-052 Building Permit Number: 99-0553 0 ,gutte C LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: I. Enclosed is your school fee form. Pay any applicable fees at school district office and return yellow copy to the building department. 2 Provide floor nailing requirements for. interior braced wall panels directly on the plans. Downstairs area has insulation in the walls, wallboard and electrical outlets and lighting. What do you mean when you call this area "unfinished" on the plans? Please provide a letter discribing the intened use'of this area. Engineer of record is to review and approve the trusses per his lateral design. Provide a letter to this intent. --5! Provide a construction detail for the attachment of the false ridge and ceiling beams in the living room. —61 Plan designer is to check all spans on the trusses. Provide a statement that this has been done. Engineer of record is to address all truss loads over 5000 pounds. Roof framing plan and elevation views are in conflict with the truss design. Provide revied roff framing plan and revised elevation views -to reflect what is to be built. 1-0/Plans have been sent out for structural/lateral review. I will contact you if any questions arise 1 1 Ir from this plan check. C 010. lease apply for a separate permit for the retaining wall as it is a separate structure from the e.. Separate plans do not need to be submitted. Energy calcs must accurately reflect the windows shown on the plan. You may not model larger windows than shown on plans. Sliding glass doors are 41 sq.ft. , not 40 sq.ft. You do not show 21 sq.ft. of skylight area on the plans and the window under skywall is 9 sq. ft. Provide Follreses energy calcs which accuretly depict fenestration area.. Enclosed is your plancheck list from the structural review. Please have your engineer address owing items. Plan check will continue upon reciept of all of the above items. Additional items may be required when plan check is resumed. If you wish to discuss any requirements; you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Martha Whitney Plans Examiner 2 June 211999 • FIRST CHECK (Structural nly) - COUNTY -OF Butte Appl. No. 99-0553 Lp2A 98015.015 Page 2 Re: Occupancy Group(s): R-3, U-1 Type of Construction: V -N Stories: One Building Area (sq. ft.): 1441 A. For your convenience, the following comments are referred to the 1995 California Building Code (i.e., 1994 UBC; et al, as amended by the State of California) unless otherwise noted). B. Please respond in writing to each comment by marking the attached comment list or creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and hopefully, approval of this project.. Thank you for your assistance. C. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on.all sheets of plans depicting structural designed elements and•cover sheets of calculations. UBC 106.3.2 NOTE: The following plan review comments apply to the residence and retaining walls- @ the hobby room. This,review does not include the covered car port and hobby room, as indicated in the structural calculations on page 1. f STRUCTURAL COMMENTS Provide on sheet A-5, a list of all deferred submittals ( shop drawings along with calculations noted to be signed by a registered California Engineer ), per UBC 106.3.4.2, as required for this project and indicate "...these deferred submittals (shop drawings) shall first be submitted to the project architect and/or engineer of record for review and coordination. Following the completion of the review and coordination by the architect/engineer of record; a submittal may then be made to. the Butte County Building Department for review and approval, which shall include a letter stating this review and coordination has been performed , and completed' , and plans and calculations for the deferred items are found to be acceptable (e.g., with regard to geometry, load conditions, etc.) with no exceptions. The list should contain but not necessarily be limited to the following items: 1. Pre -manufactured roof trusses f 2. , Provide design criteria notes on the plans for the roof trusses used for this project. Please include all dead and live loads and all mechanical equipment weights required for the truss design. UBC 1603.1 3. Provide gable truss calculations and lateral ' bracing details for the tributary wind load perpendicular to the.trusses and upper half of the walls for this project. UBC 1603.3.1 & 2308.2 June 211999 FIRST CHECK (Structural Only) - COUNTY OF Butte Appl. No. 99-0553 LP'A 98015.015 Page.3 4. Provide structural calculations for all eaves and gable roof overhangs due to snow loads for this project. Revise the eave "and gable roof details on A-5 as required. UBC 1603.1 & 1605.4 5. Provide shear transfer details for the upper floor interior braced wall panels from the top of the wall panel to the roof diaphragm or provide a detail to indicate extending the wall panel to the roof diaphragm. UBC 2326.4.1 & 1603.3.1 6. Revise details 2/A-7, 3/A-7 & 4/A-7 to indicate the reinforcement required for each footing. UBC 106.3.3 SOIL / FOUNDATION COMMENTS 1 . t 7. Provide justification for the use of 1500 psf soil bearing pressure, 200 psf lateral bearing pressure and 0.35 friction factor, as indicated in the structural calculations on page.7. UBC 1805 , 8. Revise the continuous perimeter footing at the two story portion of the structure to be in accordance with UBC Table 18-1-D. As an alternative, provide structural calculations, indicating the 12"x12" continuous perimeter footing .is adequate to support the two story loads of this structure. UBC 1603.1 If you have any questions regarding the above comments, please contact Suzanne Ramirez at (916) 725-4200 between 8:00 A.M. to 5:00 P.M., M -F. s =y - Suite oun LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 June 2, 1999 Stuart Sanderson 173 Sandy Springs Ln. Berry Creek, Ca. 95965 Assessor Parcel Number: 071-430-052 Building Permit Number: 99-0553 The above referenced building plans were reviewed by this office. Please respond in' writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure -to include on the resubmittal the engineer's "wet" stamp, signature,"registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Enclosed is your school fee form. Pay any applicable fees at school district office and return yellow copy to the building department. 2. Provide floor nailing requirements for interior braced wall panels directly on the plans. 3. Downstairs area has insulation in the walls, wallboard and electrical outlets and lighting. What do you mean when you call this area "unfinished" on the plans? Please provide a letter discribing the intened use of this area. 4. Engineer of record is to review and approve the trusses per his lateral design. Provide a letter to this intent. 5. Provide a construction detail for the attachment of the false ridge and ceiling beams in the living room. 6. Plan designer is to check all spans on the trusses. Provide a statement that this has been done 1 7'. Engineer of record is to address all truss loads over 5000 pounds. 8. Roof framing plan and elevation, views are in conflict with the truss design. Provide revied roff framing plan and revised elevation views to reflect what is to be built. 9. Plans have been sent out for structural/lateral review. I will contact you if any questions arise from this plan check. 10. Please apply for a separate permit for the retaining wall as it is a separate structure from the house. Separate plans do not need to be submitted. 11'. Energy calcs must accurately reflect the windows shown on the plan. You may not model larger windows than shown on plans. Sliding glass doors are.41 sq.ft. , not 40 sq.ft. You do not . show 21 sq.ft. of skylight area on the plans and the window under skywall is 9 sq. ft. Provide revises energy calcs which accuretly depict fenestration area. Plan check will continue upon reciept of all of the above items. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Martha Whitney Plans Examiner 2 I LLJ _m 0 LTJ LL. z 0 CD CD LT, • 3 LONGFELLow LUMBER ■ Quality -Truss Design f : Raaf-& FIQor, Systems (800) 678-0112 (530) 893-0112.o FAX (530) 893-0140 89 Loren Avenue. Chico, �A 9 928-7� ?I C, r li C�isiomer: J I Cn.�� C� e.i ���' 1 �Or a�0: �� �i.d� G1� J'�) i 1 4 Address: LIV � � � j�� v1 r;i. �..� ...��� �`, �'i c} `. Alpine En;ineered Products, Inc. Chr� tian,W. Chappell 8351.Rovana .Circle _,$acxamento,,CA 95828-2522 (97.6) 387-01.16 AP#: • Timber PrC51A Qff,%.p . P.O. box 20455 Portland, OR PP OVECj -03)254-0204 i .ACV : O a - r. C=) rn CO CO j CD :z 0 1N1 — J n.. R-STUART SANDERSON - TI SCISS CARR) TOP CHORD Zxfi DF -L i)1 BOT CHORD 2x6 OF -L SS WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS ------(LUMBER OUR,FAC.-1.15 / PLATE DUR.FAC.-1 151 THIS 0NG PREPARED FROM, COMPUTER IMPUT MOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required F==_�­ != NAILING SCHEDULE: (0.13Ix3.0_9_nails) TOP CHORD: 1 ROW @ 12' o.c. BOT CHORD: 1 ROW @ 12' o.c. WEBS : 1 ROW @ 4' o.c. USE EQUAL SPACING ;BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTIN6. BC - 2020 L8 Conc. Load at 3.00 'LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** Lc' CALCULATED HORIZONTAL DEFLECTION IS 0.21- ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. z DUE TO LIVE LOAD AND 0.17• DUE TO DEAD LOAD. DEFLECTION MEETS L/240.00.LIVE AND LJ160.00 TOTAL LOAD. CD IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC o0 24,00' OC, BC L 72.00' OC. WSX6 R N (H)RECOMMENDED CONNECTION FOR TRUSS T-17 FRAMING FROM THE ; M } BOTTOM CHORD: SIMPSON HUS26. SEE SIMPSON CATALOG C-PT99. :0 10 PSF 8C LIVE LOAD PER UBC. ao e- CW2.5X4 OD W4X64 CD W2.5X4 or- =x 6r is WU4 ;t�- W8X8 V 0 3 W2.5X4 5a L� " W2.5X4 s r -a N2.5X4 H L� Fra WSX8 (AI) :m 0208 n =, c (H} W3X8 (A 1} :o `_' z -O -D TTE r _ E� a f4 19 -0 -0 19 -0 -OWING _ DEPAR z 38-0-0 Over .2 Supports O R-3981 W-5.5' R-2059 W-5.5'AP""ROV, w C-1 c; PLT EYP: Wave TP[ -95 IR Design Criteria: TPI STO 19.Oa9 CA - 1 - - - F Scale -.1875'/Ft- �- "MARK IKG— TRUSS[% REOOIAE EITREHE CARE IS fARRICATtON, NANDLING. SNEPPINt. FNSTALIING 'AVO MACIr4 RIfCA TO 94.91 (IMOURG I1ST4lIN; Aro 9LCIVS). P90LI$j(O 9T TPt (TAIISS [LATE INSTITUTE. 593 0'08(010 TC LL 33.5 PSF RIE.F R427--34890 •—+ t C3,3 OR-. 5017E 100, tuDISON. VI 53TID). FOR WEII PRACTtC[S Ptt01 TO THESE FUNCTIONS. OALESS 013ERVISE INDICATED, TOP CHORD 9ML ?AVE PSOPERLY ATTAcww TINCrONILL M (ry_ t[ TC DL 10.0 PSF DATE 08/03/99 Q C " 7 ' SEIFOU[IEL PAREIS, BOTTOM CHORD SNALI KATE A PIOPEALY ATEACAEO 1I61D CEILING., �•INPORTAMT-- FUNt1SR A CO11 OF 1-11 OES191 TO TBE IASTALLATION CONrOKIOt. AViq IAGINCERFO PAODACTS, INC. SSALL NOT BE ACSPOASlBtE FOL AAT DETIAIIOR TRON THIS DES161; AAT FAILURE TO ILO -99BC DL 7.0 PSF • ORW CAUSR42-1 99215001 LU 3 �' A L P I by E QQSS4E3 IN B1AcI DPT INOSSC3, COERISNDESIGN CON►ORAS VIA APRPl1CItBLE#10F1SIONSSOFPr05RINAT10NAtLING DESIGN r BC LL 0.0 PSF CA -ENG AEB/CWC SPLCtfICRTSON rnt.13RE0 IT T6( AHEMCAI foNFTT AND PAPAMta7toN1 AND TPI. AVIA[ ASSOC St. IYµ iDpi(ni rn 0-3 c5 COIAECTON3 ARE MADE OF.IOGA ASTM A653 L9400 GATT- STEEL. EVC01 AS AWED. APPLY CONAL[T9N5 TD EACM FACE OF TRUSS. AND UNL98S 01HERVISE T: * TOT. LD. 50.5 PSF SEAN - 18867 d 4_�J LOCATED 01 TOIS DESIGN. P031T10N CORRECTORS PEt DRANlKS 1601-1. TN[ SEAS 01 Tf9S D1AT61G INDICATES ACCEPTANCE Of PROFESSIONAL L1Ltltts -[$POBfIRII ITT SOLELY OUR,FAC_ 1.15 FROM KD `]- Alp Alpi.• y ew PlOdl><a FOR TUE 7[165 COAPDAEST OCSIar =0VN. TML SUITABILITY ARD USE OF IRIS G 93 CWVONSAT i0R ANT II AR 1UIlDIRG I$ Th[ fLSP015ISEL li7 DP TNI BUILDING DESIGNER'. PEA y� µ A13TF7PI I -1»S SECT 101 E. SECTION SPACING 24-0" CD d cam-; a.: Ln L� a z 0 0 M rn CC) co rn SAUNDER-STUART SANDERSON - T1A DTC SCISS TOP CHORD 2x6 OF -L $2 BOT CHORD 2x6 DF -L #2 'WEBS 2x4 W -L Standard ;W2, W4 2.14 DF -L #I: PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 1.3.3_ NOTE: THIS TRUSS IS DESIGNED TO SUPPORT 24. OUTLOOKERS AND .STUCCO (10 PSF) ON ONE FACE. REFER TO DETAILS CD122 OR CD123 FOR GABLE REQUIREMENTS. (K) 2x6 DF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES ® 24'0C. THROUGHOUT PLUS HEEL PLATES AS SHOWN. W6X6 Ea THIS DNG PREPARED FROM COMPUTER. INPUT (LOADS A OTFIFNfinMCl UIPP4ITTrn wv TOucc rrb 'LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORv** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG GA898117.FOR ADDITIONAL REOUIRE)4ENTS. I'N LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC. BC @ 12.00' OC - DEFLECTION MEETS L124D.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. C> wnxlz 01 ' ( r k X 6 W2 W4 6 ti C W7X8 s v - o a W2 .5X4 NI W2.5X4 IJ ` - 3 3 fh.-S-0- I re W . W4X6P_!�_�13-5-15 m( W4X6(A1) j 1.1-0-4 Q( 13-5-T3 —1 rif `( 3 2 5-7 12 5 7 I2 I3 -4-41_5-T125 L3-4-4 —1 7 1Z 13-4-4 f _ ¢ 19-0-0 19-0-0 'F;1 G(f `j({{ Z _(D Ir 38-0-0 Over 18 Supports R-317 PLF W-13-5-15 A�g �9�0114T� DEPART R-317 PLF W-13-5-15 ' gill% rah 1clj Note: All Plates Are W1.5X4 Except As.Shaan, d c,- PLT TYP, Wave TPI -95 R ' ctiI I Oes1 n Criteria: TPI STD ••IARRIMGA• TRUSSES IEoU1AE EITAERE WE IE iAINICA7TON. AAAD_ING, TM1PP116, TISTAl1IE6 AND 11ACfK. CA - 1 - - F Scale -_1875" Ft. c7), IEfER TO NII -91 .(NAKLING Ld$TALUEG AND IRACIK); POBLISNED 11'11[ (IIOSb 'LATE 1:MTUTE,Sq O'DAOrl110 OA., 5717E too, WISOII• EI S)F19). FOR SAFE TT PutT]CES PAI OR ToCT P,:rOANING nESf Fu*a1c". MISS OTMIMSE INDICATI O. TOP CNO,TD SnALL RAZE ►RorEALY ilRucTUxAL �6� ib—TC LL eC- 33.5 PSFREF .R427- 34891 Q ATTACHED PANELS. EOTTON CAONO SNALL RAT( A PNOrEJN. ATTA1AEo ALGID CEILING. •IMPOATART•• rYEMfSR A COST Of TIES OESI'.R TO )HE INSTALLATIDR COATAACTOA. ALPINE ERGIEEUED PR "C' MALL NOT •99 TC- DL 10.0 PSFkDATE 08/03/99 .11C. OF R(SPOAS1ILE FOR ANY DEVIATION FLOA nlif DESIGN; AIT FAILURE TO ILOTHEJEUSSfS[N �yE+L p BC DL 7.0 PSF RW COAFOU"M M]TA TPI; 011 FARAICATIR9, AAAOLING. SAIPr1R6, INSTALLING ANDALPINE IIACIIG OI TNOS M THISD"16" CAUSR127 y9215042 CCNFOfi1S 7[114 UPLICABL( PIollSIOMS OF NOS (IATTONAL OESIGl1 St(C111CATSOA FURLIUNEO B1 ME AtEAICAN roNFST AM rA'/EA ASSOCIATION) AND TPL. YIIAE COEE(CTOAS p� M• �� BC LL 0.0 PSFA-ENG AEI CNC ARE WADE Of 106A ASTN'N6S3 CAAO GALT. STEPL- EACIPT AS NOTED. AtPST COEN[CT(RS ID fACN FACT OF TRUSS; AND UNLESS o)BENVISE LDCAT(0 OA TOILS DESI41. POSI7tOE CONE[[TOAf PER DAAAINGS 't * TOT.LD. 50. S PSF SEON - 16997 1 C(• 160 A -I- THE PEAL ON T1I IS DNAEINA INDICATES ACCLPTA1Cl Or PAOFL$SIGM E8911EEAIAG � PIzw-ft• Jim AET►ONSI/ILtn SOl[lF FDR TIQ TAOSS [ORrol(IT DESIGN 3Lu1MN.sa-wwnik CA T:�E SUITANILIIV A10 ISE OF TRIS conrON(ET FOR AAV PANTIE" BDILOIA6 IS TIE LES0MMILITT OF TRE suir"IL DESIGNER. ►OF ANS:fTII a. DUR .FAC. 1.15 FROM KD 1' �. I•1N91 SiCTlOA R. SPACING • 24.0• t- L0 0 is 1c::) CZ) : M C33 CC) :CO 0 :z :x :LL n.. tri 0 �i (SAUNOER-STUART SANDERSON - T2 SCISS) BOT CHORO-2X6 DF -L #2 NESS 2x4 DF -L Standard ::W6 2x3 OF -L ,q PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3-3. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, BC @ 72.00' OC. W2.5X4 i W5X8 6 W6X6(R) n W6 THIS DWG PREPARED FROM COMPUTER 'IMPIIT a nine r nlurue.n..�. ROOF OVERHANG SUPPORT'S 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.27 - DUE TO LIVE LOAD AND 0.14- DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X4 -+ W4X6 WI.5X4 N ! \ o _ W7X8 (R) io T 3-3-6 C=I W2. 5X4= W2.5X4 s w W6X8 a Lai w co :z w 3 3 6 W2.5X4 W1.5x4 = W2.5X4 - -9-0 -0-0 1e13X14 (Al) a 16-0-0 19-0- BUTT L COUNT S (5o 35-0-0 Over 2 Supports R••1753 g @°� �s -JILDING iiEEPARTMENt' R•-1782 W-5.5- �1 c�l PLT TRP. _ -ff"'OAM P Wave TPI -95:R D710R.esi -- I O] n Crlter?a_ TPI STD . 71STAEUIG A.RD OAAC ICxG•tEFEt TO X[S 91u1f1YAAOl1YL cog IV ISSTAlUl6 I9 CA - 1 - - - F Scale —.187S"/Ft .—. --. UT �' MDIACl1G7PWL1SAfD Si 7/[. IISTI7RIt. Sq p•Di1DFAID aRl„ SUlif zoo, NADI50R, RI 9)719), ipl S,I[17 PRACTICES(TRPiTC YEAFORAISG TA[SF FUNCTIONS, call Ss OTn[AYISE lAD {CARCO. TOY CNDAD FOR sn9ciDAAt rafts, IOT70f1 NAY[ RACTIPROOEES ATTKNCO C LL 33.5 PSFrRE R427--39892 CHORD SYAII N.V[ A MarFUT AT7ACl10 AIGIO CEftItG. /YRRSSM A CO►T Of A1S D[StGIFORSC nSTAtLAT70V COV.lAAC76t. AIryRRt ENGIAfEIiDSY[�IDYCTNETRass[ISWTf NOT Or aYlTS1TIw� - 9 7C DL 10.0 PSFE 08/p3/99^1NPORTAITT•• CDIfOAhAR1((L �� OF 'fAAtGa t(1C471AC' SfAAotIRDOM S SN4P17RK.,lASTAll IR1G[ARD 59C DLr'LP 7.0PSF CAUSR427 '392IS002S►ECIFfICCAIIDIY►YtlI31tED7OT CS1 STMESA/t(S1C�OfMS WITH ptESi AAO fAPtCN ASSDCIATf0A5 tE SOF NDS AAp TPI. [falttlfDESLCS`colucnxs AAE RADE pr Foal Asm r LL 0.0 PSF ENG AE8/CWC Q AAs7vAocAL..sT(ct. Er(F7 s wr[p.,vr{r calAEcrpts ro8C [CCM FAC( DF II►SS, AMD tlMIfSS D71ftYlzt louTEp 011 IRIS OESICA, tc DAAWIIKS TOT. �P� POSITl* CDAI(CTOAS !OO A•E. THE SEAL OA IRIS DRIVING DOIC411S ACCO►TAKE Of Y04 CSSIOSAI ERCT/(EAIIG If S10RSI61l [Y1• TOl Lt1 FOR THE TARSS CAWONCO, OCSICA SIOYI. LD _ 50.5 PSF SEAN - 18869 C� 7tlL SYITAAIt ITT ,ID ISE Of THIS 95an CC" VERT FDA ui PARTICULAR Bu1E01Fc is IRE It[slaRzlaIELT1 07 TYL SaHA�K OtSAND YCA AMS14 1-1995 SECTIO) E. � DUR.FAC_ 1.15 FROM KD SPACING 24.0' .d. Fr r LA7 0 z r (SAUNDER-STUART SANDERSON - T4 SCISS) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR_ TOP CHORD 2x6 DF -L #2 CALCULATED HORIZONTAL DEFLECTION IS 0.45" !; BOT CHORD 2x4 OF -L $16Bet. DUE TO LIVE'LOAD AND 0.23" DUE TO DEAD LOAD. WEBS 2x4 DF -L Standard :WS 2x4 DF -L 41: IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00' OC. BC ® 72.00- OC. PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W6X6(R) 11 D W3X4 0 W3X4 s W4X6,5%r W! W060 W2.5X4 -9 6 e-- `' WSX12 a 0 6 W2.5X4 4 o� 3 'rig -5X4 *1 W2, 5X4 _ 3`� W1.SX4 i( W1.5X4 N 2 Lwx7 W4X12 (F4) g z S � .T z w z W4X12(F4) --1 -0-0 4AUT-1 E COQ V 19-0-0 - - - � �{ i�t-QILDI Fti�y�� ti'EPi'4RTME �o 38-0-0 Over 2 Supports R-1919 11-5.5- R-1919 W-•5.5-�/� cam. A��9 R3 1 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 12 -aa CAI -111-/-/-/F Scale -.1875' Ft. 'WARM In' 7IUss(S REOutAE EXTREME [AAF IN FABRICATION. MAFo1[AC, SMTP►116. IBSTALLIAG AND BIIACIAG. REFER TO HIO -91 (NAIDLIAC INSTALLING AID BRACING). PUBLISSID RT TPI (TRUSS )LATE ft(y�__ �E�, -TC. LL 33.5 PSF REF R427--34894 rn C77 -• C7) IRSIIruIE. seA o•DROFRm pg.. srlrF zoo, nADlspr, n sins), roA S.FEr nAGnrEs rural TO ►LgFpRw1AG Tot SE FUNCTION[. UNIES3 07NERWISC INDICATED. TWCU00 SNALL HATE-PAOPEALY ATTACRED S7RUCIOAAL PANELS. NOTTOH CROAD SNAIL NATE A PROPERLY ATTACAFD RIGID CEILIAG. --IMPOA7ANT•- FURNISH R VF TC DL I0.0 PSF DATE 08/0399 ^� A COPi of TN13 msua TO Tet INSTALLATION CONTRACTOA. ALPINE ENGINEERED PRODUCTS. IFC. SMAIL NOT BE RLSPORiiou FDA ART OETIATIOR tROA THIS DESIGN: ART FAIUJAE TO 99 BC DL 7.0 PSF DRW CAUSR427 99215004 cr-r A LPINE BUILD lot BRACING OFAID TT4*SSSSE,.A �TriSIDDESIGNICOIIPmlH3 WITHAAPPLICABLE PED'TIS7ORS OFTING. -NMRLING. PIDS`EBATITALLIAG AID DAAL DESIGN >o BC LC 0.0 PSF CA -ENG AEB/CWC SPiCIFtCAT1Oa PUOLISRtn DT Int ANut(AR FORST ARO PAPER Af[OCtA710R7 .VD TPI. AIPtIF * TOT_ L0. 50.5 PSF SEOIY - 18872 Cj CORRECTORS AR[ RIDE Of CODA ASTq A653 GRAD CALF. STEEL. WEPT A$ ACTED. APPLY COIIECTOAS TO EACH PACE Of TROSS. AID UNLESS OT1t4rRSt LOCATED 09 7911 DESIGN. POSITION CORNtCrORS PER DUR.iFAC. 1 .IS FROM KD Q. r ,,; • 1pim rAW Pro&as 1w,TT SacrEmwtm, CA 95CS DAALINOS TOO A-1. 'FRt SEAL OR TRIS O4rIFG INDICATES ACCEPTANCE Of PROFESSIONAL LA&INCERIK RESPONSI9ILI301EIr FOR THE TRUSS COAPOREAT OESIC9 SNONR. THE SVIrAeIITIT AW USE OF T71TS COP A ARSI/TI !CR,AXY,PAA ICULAR Rel/DING IS T4E RLSPORSIBIL)NT Of TAE BUILDING MILNER, PER /M K SPACING 24.0w (SAUNDER-STUART SANDERSOm - T5 COM) TOP CHORD 2X.6 OF -L #2 HOT CHORD 2x4 DF -L 01 CD WEBS 2x4 DF -L Standard - C PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. n.: .DEFLECTION MEETS L/240.00 LIVE AND 1./180.00 TOTAL LOAD. Lc-. c L I r✓i 0 0 m CID o� co rn 0 z x (T C� c� 0 C.= . y ,v. C_A�, VVUAO(Al) s f-.1 `s' ca z c7 I z cti 3 12-0-0 O T� —1 cam. l LT_1 J �j z R-210.7 N-5.5' c•� PLT TYP. Nave TPI -95\R U_ c- D ai (UNDER-STUART SANDERSON - T6 TMSC' TOP CHORD 2x6 DF -L g2 BDT CHORD 2x4 DF -L #1 :81 2x4 DF -L #]3BeL_; WEBS 2x4 DF -I. Standard :W3, W4, WS 2x4 DF -L $1: (PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" DC, BC @ 72.00- OC_ THIS DWG PREPARED FROM COMPUTER INPUT b DIMENSIONS) SUBMITTED BY TRUSS MFR. , ROOF OVERHANG SUPPORTS 2.00 PSF.SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0,24 - DUE TO LIVE LOAD AND 0.12- DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L1240.00 LIVE AND L/100.00 TOTAL LOAD. 10 .FSF 'BC LIVE LOAD PER UBC. WJAbAm W2.SX4 "I .:)&q IU W6X6 (A2) _ ' 3 0 2-0-0 z O r„ 0 19-0-0 TTE � K11 I 9-10-8 28 1-E EM z W6X8(R) N 00 W4X12 CO ft -2I D7 W-5.5' rn W5X62 R-1913 W=5.5" W1.5X4 M zo �?.O. :x ro 6 r PLT TYP, Wave TPI -95 R Desi n Criteria; TPI STD ••NARK 19 =� 1 - - F Scale -.1875I/Ft. W2 CT _ LM6•• TRUS Sff RFOtlIRE�E ITAIME CARE LR fA1RTfJ1TI0Y- ']ANDLIAG• S17IPPf 1G, IRSTAII IIC AND aM[IK. MLfER TO MI9-91 (MANDIING ]ASTALIIK AMD 31ACI")• ►oxllfm IT Tr1 (TaUSS ELATE INSTtTOTE. SeT D'OlfOfpTO OR-, SuITE 200, AVIS". 11 S1f191. FOR SAFIFY fCACrICES PRIOR TO c'�,. F�q{/,/r�- K10W3 .5X4 W5 (0) (A) lLRfORI1IRG iNFSE FUNCT[ORS. 40 ESS OTRERMISE INDICATED. TDP MIER SHALL. -HAVE PROPERLY ATTACHtO STRucrvwl PANEA S. x07fon CNOgO SHALL HAVE A PRD/Nli ATTACKED RIGID CFIL IDG. 'INPORTAlof— E✓ V x• CiI_ •S� _ TC DL _ 10.0 PSF DATE 08(03/99 Q L -t_] --• FUAACSM A COPT of TRIS DESIGN TD THE IAS1AlLAT10N CORTIACTOR. ALPINE Ems[REERED PRDUUcfi. EIC. SMALL NOT DI NESPOIStaIE FDA AMY OWAT1O9 FQOM TILS DESIGN; ANY FAILURE TO '99 �:i p BC DL 7.0` PSF DRW CAUSR427 99215006 W4 NO,3 ALPINE aRILD INOFTTAYSSEiEl tM CONG TNjOf OE576t[(ORfORMSDYIFX APUCIytEPgOYISIDRSSOFPROSG(]ATIONAL]OESl6R SPECIFICATION POaLIS1(O C4305 r M� v - a2-4-4 B1 3 CA -ENG AEB/CWC CA o c� DY THE AMRICA% fDAEST AND PAPER ASSOCIATION) AND M. AMME CONNECTORS ARE MAD( Of low ASTM Aas) Wo GAL/. STEEL. EICFPT AS ACTED. APPLY I' Q W1.5X4 fit w 50. S PSF W4112 Aa W4X4 W8X14 LLJ w W3XI4(F2) � co w 1.I5 341.5X4 d CA�99.1W AASIflEff 1DILDIK IS TAE RESFODSIDILITT OF THE COILO]" o1SIGNFR'• PER ARSIRPt I-1193 SECTToN 2. cti 24.0 " 0 w WJAbAm W2.SX4 "I .:)&q IU W6X6 (A2) _ ' 3 2-0-0 O r„ 19-0-0 19-0-0 TTE � K11 I 9-10-8 28 1-E z 38-0-0 Over 2 Supports :�NOw1 DEPAR A O ft -2I D7 W-5.5' R-1913 W=5.5" �?.O. ro `,' PLT TYP, Wave TPI -95 R Desi n Criteria; TPI STD ••NARK 19 CA 1 - - F Scale -.1875I/Ft. r, �_ • CT _ LM6•• TRUS Sff RFOtlIRE�E ITAIME CARE LR fA1RTfJ1TI0Y- ']ANDLIAG• S17IPPf 1G, IRSTAII IIC AND aM[IK. MLfER TO MI9-91 (MANDIING ]ASTALIIK AMD 31ACI")• ►oxllfm IT Tr1 (TaUSS ELATE INSTtTOTE. SeT D'OlfOfpTO OR-, SuITE 200, AVIS". 11 S1f191. FOR SAFIFY fCACrICES PRIOR TO c'�,. F�q{/,/r�- ' TC LL 33.5 PSF REF , R427- -3h896 CPA C=0 lLRfORI1IRG iNFSE FUNCT[ORS. 40 ESS OTRERMISE INDICATED. TDP MIER SHALL. -HAVE PROPERLY ATTACHtO STRucrvwl PANEA S. x07fon CNOgO SHALL HAVE A PRD/Nli ATTACKED RIGID CFIL IDG. 'INPORTAlof— x• CiI_ •S� _ TC DL _ 10.0 PSF DATE 08(03/99 Q L -t_] --• FUAACSM A COPT of TRIS DESIGN TD THE IAS1AlLAT10N CORTIACTOR. ALPINE Ems[REERED PRDUUcfi. EIC. SMALL NOT DI NESPOIStaIE FDA AMY OWAT1O9 FQOM TILS DESIGN; ANY FAILURE TO '99 �:i p BC DL 7.0` PSF DRW CAUSR427 99215006 G~1 NO,3 ALPINE aRILD INOFTTAYSSEiEl tM CONG TNjOf OE576t[(ORfORMSDYIFX APUCIytEPgOYISIDRSSOFPROSG(]ATIONAL]OESl6R SPECIFICATION POaLIS1(O C4305 r M� BC LL 0.0 PSF CA -ENG AEB/CWC CA o c� DY THE AMRICA% fDAEST AND PAPER ASSOCIATION) AND M. AMME CONNECTORS ARE MAD( Of low ASTM Aas) Wo GAL/. STEEL. EICFPT AS ACTED. APPLY I' Q COriECT'DRS TO EAC! RL FACE OF TRUSS. AND OESS OTHERWISE LOCATED OR THIS DESIGN- POSITION COADECTals PEI( OA"IRGS I60 A -I. TAE SEAL OR THIS TOT.LD. 50. S PSF SEQN 18880 jyp�Fy DIANE" INDICATES ACCEPTANCE OF PROFESSIONAL IIA14frorMG p w r. RISPUSnum SOIEI/ Fox TME TRIMS Coar�NEK? DESIGN seONR. TRr SOITAOEtlTr Aro DIE of TNIS �iDt F4 AN FLtTICULAX � DUR_FAC. 1.I5 FROM KO CA�99.1W AASIflEff 1DILDIK IS TAE RESFODSIDILITT OF THE COILO]" o1SIGNFR'• PER ARSIRPt I-1193 SECTToN 2. SPACING 24.0 " 0 ri. -STUART SANDERSON - T7 DBL TMSC TOP CHORD 2x6 DF -L J2 BOT CHORD 2x4 DV -IL #369et. :92 20 DF -L #1: WEBS 2x4 DF -IL Standard :W3, W4, W5, a9 2x4 DF -L #1: jPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7,3.3. i IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 24.00' OC, BC @ 72.00` OC_ TKIS CWG PREPAREO IRON COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.43' DUE TO LIVE LOAD AND 0.22' DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/I80.00 TOTAL LOAD. Lc,> 10 PSF BC LIVE LOAD PER UBC. �cA d z n N8X14 WOX 14 6 W5X6 9 5X W1.4 W T W9 = 6 r (A) W2 5)(4 6 (A) N W3 W5 0 (A) W4 o - Ax 2-4-4 r> 3 'dl -5X4 U W8X14 a W6X6 DB2 W4X12 n w W4X12(F1) $ W1.5X4 x D - al czT L2-0-0 -� 19-0-0 E_ 9-10 8 15-7-0 - � 38-0-0 Over 2 Supports - R -2101 W-5.5' rz. �1• o M PLT TYP. Wave TPI -95 R 'Design. Crtterla: TPI(STD —WARRING.- TIUSSES AEOUINE ETTAEMt CME IN FABRICATION, MANDLEK. SHIPPING. IWSTALLfNG AND dA AC ERC- RfF[■ TO x10-91 (uNDL IES INSTALL1114 AND NRACIAGI. POBLISNED RE TPI (TRUSS PLATE -• Q3 ESTIT/TE, .503 O'ONC/AIO (N.. SUITE ZOD. PADIS01. MI S3719). FOI SNTETY •PRACT KCi PR[Dt TO -• CJS 'EST THESE FUNCTIONS. UNLESS OTMtRYISE INDICATED. TOP CHDAO SNAIL EAII NOPCALT AIIACMLO C77 STAOCTRAAL fARELS. BOTTOM CROAD SMALL RATE 1 PROPE4Lv ATTACR[O BISID CIILIAG. --» ^IMPOtTANT`- FUHR134 A COPY OF TM[S O[SICN TO TH[ INSTALLATION CONTAA[101. All pf EN61Nlf1 [D Ll PRODUCTS, INC. 3HALL BUT BC RESPONSIBLE FOR ART DEVIATION FROM TRIS OCSEON; ABT FAl LURI To C"7 BUILD THE TRUSSES iR COAPORMAICE WITH TPI: OR rAllICATING. HAAOLIN8. SIIPPLNB, INSTALLIBO AND ALPINE BRACING OF !tussis. THIS OESIGN CONF09117 NITR APPLICABLE PROVISIONS' OI NDS JOAT1ORAL DESILR S) _ SrECTTIUTIOA PURISM BT TRE AMERICAN FDAIST AND PAPER ASSOCIATION) AND TPI. ALPINE T) c� CONNECTORS ANE MADE CF ROAA ASTM A6S3 4'A10 -GAIT. STEEL, tICEPT AS NOTED. A?FLT CONNECTORS TD 1 :::D UCH FACE OF TRUSS, AAO UNLESS OTHERWISE LOCATED ON THIS DESIGN. PG517104 CONNICUNS IEA 7- ONAWI4LS tGo A•1. THE IEA) BN Tats DAANIK INDICATES ACCCPTANCE OF PAOFESS[ONAL ENCIBtEA ERG .`iU �,inY„-,L �WDM.� ■ESPOSS181LITY 90LELT FOR THE Tn SS COMPONENT OtSlcl SAO". TBE 3UIIAEILITT AND OS[ OF IN IS" lsE� ++YSacirmca.,o`. CA"tea COMPONENT FBN AP PARTICULAR "ILDU6 is TME Rt3rB}StAEt ITT OF THE BUILDING DESIGNER. PE8 AN 11 P1 1-1995 .SECTION 2._- ►7 W1.5X4 W W5X6 4 W2.5X4 a �6 W8X14 0 - W4X22(F1) o W1 -5x4 m C: -0-0 ,12 -6 - R-2093 WmS.5 2- 0-0 . . 'TTINI Ir-10IL 6NG4 DEPARTF,, 8 9 �✓ 19 CA - 1 - - F Scale -.1875"/Ft �OiEidlQ TC LL 33.5 PSF REF R427--34897 L TC DL 10.0 PSF DATE 08/03/99 99 8C OL 7.0 PSF -URW CAUSR427 99215007 C13B15 r 8C' LL D.0 PSF CA -ENG AEB/CWC * OF TOT.LD. 50.5 PSF SEAN - 18885 OUR.FAC. 1.15 FROM KD SPACING 24.0' a L 0 z XD n T 7- L C� !i U J Q O LIC G� w C ce- W4A0 (F 1) '1 W3A4' L1 W ❑ w SAUNOER-STUART SANDERSCN - (SGE] TB DBL TMSC G TOP CHORD 2x6 DF -L /I2 DOT CHORD 2x4 DF -L §1SBet. :B2 2x4 DF -L #1: WEBS 2x4 DF -L Standard :W1 2x4 DF -L #1: PLATES -DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC, 8C ® 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. W5X6 L-3 THIS DWG PREPARED FkOM COMPUT£iR INPUT ('LOP.DS 6 DIMENSIONS) SV3H11TED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. GABLE END SUPPORTS 8' MAX RAKE OVERHANG. SEE DWG GA898117 FOR ADDITIONAL REQUIREMENTS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. wz)A4-S ....... 1. ., — . 25-5-8 w L2-0-0;7�,_ j z 19-0-0 �( 19-0-0 J sJ R L� caw-, � 1 9-10-8 15-7-0 12-6-8 I Q 38-0-0 Over 2 Supports R-832 Y-5.5' T R-133 PLF W-25-5-8 ty �� M Note: All Plates Are W1.5X4 Except As Shown. n c-� PLT TVP. Wave TPI -95 R pe 19n Criteria: TPI(STD) 19 CA/ /1/ j- - F Scale -.1875` Ft. •WARMING'. TRUSSES REQUIRE DIVINE CARE iR FARR(uTLDA. .11DL(IK. SHIPPING. INSTALLING AND TC 1..L 33.5 PSF REF R427--34900 - I BRACING. NEf[1 TO HIB -91 IAAWIENG INSTAILING AAD SAACIMC). PUBLISMED DY TPE fRUSS PATE C7> INSTITUTE, SN 0.0NOFRIO OA.. SUITE Too. MAOISDa. VI S111F). ICA SAFETY PRACTICES PRIOR TO —' O) PERFORMING TBESL FUNCTIONS. UNLESS OTBEAWISE INDICATED. TOP CHORD SHALL HATE PAOPMY ATIAC610 TC DL 10.0 PSF ' DATE 08/03199 �) STRUCTURAL VANEL-1. BUTTON CHORD SHALL HAVE A PROPERLY ATTA[ATD AIGPD CEIIINR. N! AA •IMPORTANT•• VOl1ISM A COPY OF THIS DESIGN TO TN[ IISTALLA1101 CONTRACTOR. ALPINE ENGINEERED 9 NtE BC OL 7.0 PSF ORW CAUSR427 99215008 Q PRODUCTS. INC. SMALL (LOT DE RtSTONSIMLE FOR ANT OEYIATIOA FROM THIS DESIGN: ANY TAILUL TO OR �•ri Rollo THE PRNSSfS IN CfoRwOCE 111TH, TPI: OA FABRICATING. HANDLING. SHIPPIRE. INSTAILING AND BC LL 0.0 PSF CA -ENG AEB/CWC ALP I N E ONACING Of TR►USS(S. THIS DESIGN CONFORMS NIT! APPLICABLE PROVISIONS Of ADS (NATIONAL OESICN 13 SII[)FIUitON OLIfOED T THE AIEAICAN FOREST AND (APER ASSOCIATION) AND 111. ALPINE 13 CCORRECTORS ARE HAD( Of TOGA ASAG .7 M SS 01140 GALV. STEEL. EICEPT AS 00710. APPLE CORRECTORS TO * TOT. LO. 50.5 PSF SEON - 1'$926 I ::=> EACH FACE 01 TRUSS. Alm UNLESS ORNEAVESE LOCATED 01 1211S DESIGN. POSITION GDIRECTORS PER :• ¢ OWINGS 110 A•1. 'THE SEAL OA THIS OAANING INDICATES ACCEPTANCE OF PROFESSIONAL fNG1NEtRl%C DUR.FAC. 1..15 FROM KD I PI IIIL. NESPOMSIOILITY SOLELY FOR THE TRUSS CDAPONEIfT 01210 Stays. TRE SUITAAILITT AND USE OF THIS A1* -&P -V P 9S82B . COIVOAf H,1 FON A1Y PANTICULAA BUILDING tS THE NCSPLIRSIOIl11f of THE BUILDING OLSIGMEA. PER SPAT f NG 24.0' � AASIM 1•IDf1 S[CT1011. 1. (SAUNDER-STUART SANDERSON - T9 TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 DF -L #I WEBS 2x4 DF -L Standard :W4 2x4 DF -L 01: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. W3X4 0 6 r� W5X6(R) if W4 3-2-6 WI.5X4 N W1.5X4 01 Y W3X8(F1) W1 .50 tM M cw W1.5X4 z 1 c_n z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFY. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, IBC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W8X12 m W4X4 4 -� 6 W2.5X4 a W4X12 WI.5X4 11 W5X4(A2) -0-0 w1.2-0-0;.) z o a�1 s LLJ 13-3- 13-3--0 Z 26-6-0 Over 2 Supports R-1520 W-5.5' R-2520 !l-5.5'.. I 0 f P� a CA - 1 - - - F Scale -.25' `t. oPLT Desi n Criteria: TPI'STD TYP. Wave TPI -95 R ri 14 9 R1 c� + - "WARNIPS" £MUSSES REOOIRE FITILME CARE IN FAAxIcATIoF. NANOLING. nuPING. £NSTULING AFD QACING. AEFEA TO Eta -it 1NSTALI Uc ANO HIACIVG). PUSLISEED BY TPI (TAtISS PUT[ � [$� TC LL 33.5 PSF REF R427--34901 - - �-. I � (NARDLIRG IMSTITOTF. 513 0*001110 VA.. SUITE 2,00. RADISOR. 'SI SITIF). FDA SAFETY MA (1 ICIS PATOL TD FUNCTIONS- OTMEINISF INDICATED. TOP CNOAD SHAL( MANE PROP(ALY ATTACKED w''Yli ��' TC DL 10.0 PSF DATE' 08/03/9 .--, rn F(RFoaRIRC THESE UNLESS SiRICTURAL PARELS. DOITO'S CWOND BULL UTAN( A ►ADFEELN ATIACN£D RIGID CEILIAG. (ASINIEREO ZO 99 8C DL 7.0 'PSF DRW CAUSR427 99215009 p'fWORTAKT"- FURNISH A COPY of THIS OESIu TO THE IRSTALUTIOA CONTRACTOR. Atput FAILOSE TO C.L.) IM001KFS. INC. SMALL NOT a( 4fSPONSIHL,% FDA ANY DEVIATION 1`4001THIS DESIGN; ANN IR TPI: OR /AO0.IGYINC. NMDI:pG. SMIIi(IK. INSTALLING AVD 0.0 PSF CA-fNG AEB/CWC 3 C"3 ALPINE 1UILO TKE TOSSES CON►DAIUNCF WITH NNA(Io& OF ToUSSES_ THIS DESIGN [ORFORRS WIT'S APPLICASLE PROVISIONS OF RDS (NATIONAL DESIGN E1� m ,T BC LL TOT.LD. 50.5 PSF SEON - 18928 1111E SPEAN FOREST YAPER IASf if ICAT 1Ai(ON FU �SQ�DEO`MTASN TAPPLY�CAINVECT0IS * * 6i CJ CONA[C1p15S G(O GALNuSTEEL, EICEPTD OTFO� TO DUR.FAC. 1.15 FROM KD a EACH FACE Of TRUSS. AAO NILASS OTIEdISE LOCATIO ON THIS OESIGII. POSIILOI COWEECTORS PER of FiaFiiIONAL (AGINEEAIK r � Al t� h DRAVIAGS 16O A•1. TN! SEu ON THIS DRAWING INDICATES ACC=/TA1C[ AESPasuttm SMELT FOR TM[ TRESS COPOOSERI DESIGN SHOWN. TIE SUITLINITT Am USE OF THIS O P ��-.� COtPOVFET FOR ART FANTICOLAR aUILDIRC IS TM( A£SPONStOTLITY OF IRE RUUDIAG "Stu&*- PER A0IF7PI 1•tF95 SFCtION E SPAC I N6 24.0' . Q - (SAUNDER-STUART SANDERSON - CSGEJ T9A DTC THSC GE) TOP CHORD 2x6 OF -L 02 .v BOT CHORD 2x4 DF -L #138et. :82 2x4 DF -L #1: -)' WEBS 2x4 DF -L Standard :W3, W4. W5 2x4 DF -L #I: i \ v _ PLATES DESIGNED FOR GREEN LUMBER PER -NDS -97 TABLE 7.3.3. (NOTE: THIS TRUSS IS DESIGNED TO SUPPORT 24' OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER TO DETAILS C_ C0122 OR CD123 FOR GABLE REQUIREMENTS. a (K) 2x6 OF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD z WITH 2X4 ALPINE PLATES a 24'oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. W5X4 W5X4 3D W2X4 IH 0 W4X6 -_t- W2X4 M W3X6 M T 6 l- L oz 3 > m W3X4(A1) a r, — z :D C_t�' !_ --t z6 - 3-2-6 1 W2.5X4 DI THIS DUG PREPARED FROM COMPUTER INPUT (LOADS K DIMENSIONS) SUBMITTED BY TRUSS MFR *,*LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*'* ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG GA899117 FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC 0 24.00' OC DEFLECTION MEETS L/240.00 LIVE AND L/160.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3 7X8 "3X6 ID 113X6 @I q W5 -� 6 �.SW4 X8= W3X6 a W3X8(B1) a W3X8- (,_2-0-D;.J A8-0-0 C-1 rte, DIaFrF 5-0-0;•14 4 1 4-1-8 12-8-4 Gis- 2 5-0-0 T 4-1-8 -{{ a 1 8 I ' Lj C. - �---- 13 - 3 - 3{{ 1.3 3 -s 'E . VP1l 26-6-0 Over 7 Supports R-185 PLF W-12-6-8 R-2201 W-3.5' ���� R-1550 W-5.5' A_ I R E - Note: ; All Plates Are W1.5X4 Except As Shown. .4 PLT TYP_ Wave TPI -95 R Design Criteria: TPI STD 19 CA - 1 - F 5( 25'"/Ft V - ( - rn i --11AAMiNG-- T*USSES HERNIAE EIMENE CARE IN FABRICATION. NARDLING. S"I►rIN6. INSTALL[/6 AND ImACING. NEFIR To BIO -91 (MAXDLIHR tasTALLtIG AHD 04AC19R7_ ►U3I.1"ED 01 TPI (TRUSS KATE IrSTIT9TE. Tri D DroF1ID on.. E n,_ W�/Y, TCLL 33.5 PSF REF R427--34902 snlrr TOO. AADt:oA. IIS3119). FOR WETI IAACTICES PA1aR TO PERFONATK IU THESE f$FCTIOIS. TLISS OTHERWISE INDICATED. TOP CHOAD SURAL RATE rAOPELLI ATTACAEB r, NA`� TC OL 10.0 PSF DATE 08/03/99 C7 -f ^' STAUCTUNAL rAIELADT IOW ADDw ChOAD SMALL HAVE A ►ROPEALT ATTACNED 11610 CEILING_ -�1M►ORTAnr-- OA E-1 IURIDSH A CONY Dr TATS OESIGN TD TRE 115TAUATIUI CDNMACTOR. ALr181 ERGIA(FALD PRODUCTS. [K. 31A11 t0T BE AF 5FONSINI[ FOR ANY DEv IATION FRO% THIS DFSI6H: ART FAILURE TO X99 *IN THL r RYL 8C DL 1.0 PSF DRW CAUSR427 99215010 3 C"� c ALPINE ODILD 73. MUSSES IN CUIFORNAACE PITH TFI: Of FABRTCATIAG. RANOL166. SNIPPING. EASTALLING AND RAACtNG OF MUSSES. TRIS DCS16A CONFOINS WITH APPLICABLE YAD9(SwNS OF NDS [NATIONAL OES16R r m SC LL 0.0 PSF .CA -ENG AES. CWC D Ca SP(CtrICATEDI r"LISot, 1T THE ARE RICAN FOREST AID WIN ASSOCtATIDN) ARD TPI. ALFINE CDNNECTOIS # * ARE RADE OF 266A ASM A533 6X40 6•ALY. STEEL. EICEFT AS NOTED. APPLE MINUTOIS TO FACE TOT. LD . 50.5 PSF SEON - 16995 �C EACH OF TAISS. AAD UNLESS O HEIVISE LOCATED OR THIS DESIGN. POSITION COTN(CTOA1 IE1 DRAYIKS 160 A-(. /Ian 7 .. Em TAE SEAL DN 11115 04ANEIAG 1101CATES ACCE►TANCA OF PRDFESSIOAAL (N6(AEIRIRr RSPORSI Ll" SOt ELT FDA TUE TRUSS CUR10tEIr 0(51 GA SMOAN. TN( SUITABILITY AND USE OF TATS •ENry DUR. FAC. 1.15 FROM KD 1 �Pnodm A9�S CON►OA(NT FOR ART PAILTICD(AA BUILD116 IS TIE RESPOISLBILITT OF TI( RUILOII6 OESIGBO, r(R AtSIFT91 1 -IM SECn DI T. STL♦47Y SPACING 24. D' Ln r A.c] 0 2 (SAUND£P.-STUART SANDERSON - T10 MONO) TOP CHORD 2x6 DF -L 42 BOT CHORD 2x4 DF -L #1 I WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3, ADDITIONAL LOADS ------(LUMBER DUR.FAC.-l.15 7 PLATE DUR.FAC.-I.15) BC - From 8 PLF at 0.00 to 8 PLF at 10.46 USE SAME DESIGN FOR ONE -PLY COMMON TRUSSES @ 24' OC. EXTEND SLOPING TC OF TRUSS 24'. SUPPORT EXTENSIONS EVERY 4 FT. THIS DNS PREPARED FROM COMPUTER INPUT (LOA')S g DIMENSIONS) SUBMITTED BY TRUSS MFR. *"'LOADING ON aHIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD_ IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24_00' OC, BC @ 72.00' OC. !DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD_ w LAC -2 1 0-0, Lc 10-2-12-- J 9 -6- L Q ( 20-5-8 Over S Supports D R-778 N-5._5' R-269 'W-3.5' R-459 N-3.5'- J R-675 W-5.5' a- t PLT .TYP.._ Wave. T,P_1 _-,.5 v V �I �r t} zZ] J - [z> tom"? AT ' J' n..��,. r,.,+...i, rnr rrrn• -T— / 0-5-11 {13-1-10 R-152 �12-1-10 JOE COUNI V - �,,y� .4 �.�IrwER&ACMdLpYYCdCCI3 IOC. , CA 95829 - - ^VA IJI6- N 7ROssL9 t(Q91RE WMENZOLIA4 [At[ LI FAeN t[ARACI QfO1146. SHIPPING. T I, INSTALLING AADCE!- 3i•AC IVC-. ,REfl■ TO n]6.91 (1uNDUK INSTALLING AND BRACING). PUOIl SrEO N7 Trl (TAOSS PEAT[L14sYDRAIAG Sn D•O:OF31p oR.. SUS.O rap, uuDIROI sl S]T19). FON sLrtTr rRA[ITIAL1 r1I10R TOA, IFAi01llK THESE FOY[:[WS. ON(tSS.OTHERNISf INOICATEO. TOE CNORO SHAH NAIE /ROfIRIY AiJACDEDSrAOCTUEAL PAOELS. SDTTOH CHOAO SRALLWAIE A PNOPEELY ATTACKED RIGID CFILIRG. •-IMIGR1ANT— "AMISS A COPT. Or TNT% DES164 TO THE IIS7ALLATION COOTRACTOA. ALPINE EASINEEAft PRODUCTS. INC. SN-AtI AOT DE NEIPOSS19LE FOR ANY DEVIATION FROM TRIS DESIGA: ANY FAILURE TO eUFLO TRE TRUI-S(S Ir CONFORNMCE WITH Trl: OE fA'BAICATING. RAIIDLIR6- SHIPPING. IAS(ALLING ANDAlPINE. BRACING Of TENSSES. THIS DFSIC[ CONFOUS WITH APPLICMIE PROVISIO-AS OF NDS (NAIIOWAL DESIGA IPECIPICATIOr PORLIONED IT TIE MINICAR FOREST MO PAPER ASSOCIATION) AND YPI- ALPIEI CONAECTODS U1[ RACE OF 20" ASTM.A6$3 [140 GALT. STEEL, IICEfT AS NOTED. APPLY CONNECTORS TO [ACR FACE Of TRRSS. AID YALESS 01NERYISr LOCATED 04 TNS; DESIGN, POSITION CONNECTORS PEA DRAWINGS 160 A-1. TAE SIAL Dl 1413 OWNING INDECAIES ACCEPTANCE OF PROPSISIONAt 14610EERING RES►ONSIOILITY SOLELY FOR THE TRUSS Cavalier Crites Savo. THE SOITANILITV AND USE Of THIS CONPONEI,T FOA AAT PAITIC" ODILDING IS THE RESPOIsILIIT Of THE ''BUILDING Dr CIDER. PER Ass Y,I 1 115 -19K S[CrIOA 2. * TC LL 33.5 PSF TC DL 10.0 PSF BC DL 7.0 PSF 8C LL 0.0 PSF TOT.LD. 50.5 PSF DUR_FAC. 1.15 SPA[ I�.NG 24_0 JA_O,c —.4J REF 8427- -34898 DATE 08/03/99 - DRW CAUSR427 99215039 CA -ENG AE B /CWC SEAN - 18963 FROM KD 3D O O 3J T c L h G L7 LY W2X4(A1) Li C' Z J w THIS DNS PREPARED FROM COMPUTER INPUT (LOA')S g DIMENSIONS) SUBMITTED BY TRUSS MFR. *"'LOADING ON aHIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD_ IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24_00' OC, BC @ 72.00' OC. !DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD_ w LAC -2 1 0-0, Lc 10-2-12-- J 9 -6- L Q ( 20-5-8 Over S Supports D R-778 N-5._5' R-269 'W-3.5' R-459 N-3.5'- J R-675 W-5.5' a- t PLT .TYP.._ Wave. T,P_1 _-,.5 v V �I �r t} zZ] J - [z> tom"? AT ' J' n..��,. r,.,+...i, rnr rrrn• -T— / 0-5-11 {13-1-10 R-152 �12-1-10 JOE COUNI V - �,,y� .4 �.�IrwER&ACMdLpYYCdCCI3 IOC. , CA 95829 - - ^VA IJI6- N 7ROssL9 t(Q91RE WMENZOLIA4 [At[ LI FAeN t[ARACI QfO1146. SHIPPING. T I, INSTALLING AADCE!- 3i•AC IVC-. ,REfl■ TO n]6.91 (1uNDUK INSTALLING AND BRACING). PUOIl SrEO N7 Trl (TAOSS PEAT[L14sYDRAIAG Sn D•O:OF31p oR.. SUS.O rap, uuDIROI sl S]T19). FON sLrtTr rRA[ITIAL1 r1I10R TOA, IFAi01llK THESE FOY[:[WS. ON(tSS.OTHERNISf INOICATEO. TOE CNORO SHAH NAIE /ROfIRIY AiJACDEDSrAOCTUEAL PAOELS. SDTTOH CHOAO SRALLWAIE A PNOPEELY ATTACKED RIGID CFILIRG. •-IMIGR1ANT— "AMISS A COPT. Or TNT% DES164 TO THE IIS7ALLATION COOTRACTOA. ALPINE EASINEEAft PRODUCTS. INC. SN-AtI AOT DE NEIPOSS19LE FOR ANY DEVIATION FROM TRIS DESIGA: ANY FAILURE TO eUFLO TRE TRUI-S(S Ir CONFORNMCE WITH Trl: OE fA'BAICATING. RAIIDLIR6- SHIPPING. IAS(ALLING ANDAlPINE. BRACING Of TENSSES. THIS DFSIC[ CONFOUS WITH APPLICMIE PROVISIO-AS OF NDS (NAIIOWAL DESIGA IPECIPICATIOr PORLIONED IT TIE MINICAR FOREST MO PAPER ASSOCIATION) AND YPI- ALPIEI CONAECTODS U1[ RACE OF 20" ASTM.A6$3 [140 GALT. STEEL, IICEfT AS NOTED. APPLY CONNECTORS TO [ACR FACE Of TRRSS. AID YALESS 01NERYISr LOCATED 04 TNS; DESIGN, POSITION CONNECTORS PEA DRAWINGS 160 A-1. TAE SIAL Dl 1413 OWNING INDECAIES ACCEPTANCE OF PROPSISIONAt 14610EERING RES►ONSIOILITY SOLELY FOR THE TRUSS Cavalier Crites Savo. THE SOITANILITV AND USE Of THIS CONPONEI,T FOA AAT PAITIC" ODILDING IS THE RESPOIsILIIT Of THE ''BUILDING Dr CIDER. PER Ass Y,I 1 115 -19K S[CrIOA 2. * TC LL 33.5 PSF TC DL 10.0 PSF BC DL 7.0 PSF 8C LL 0.0 PSF TOT.LD. 50.5 PSF DUR_FAC. 1.15 SPA[ I�.NG 24_0 JA_O,c —.4J REF 8427- -34898 DATE 08/03/99 - DRW CAUSR427 99215039 CA -ENG AE B /CWC SEAN - 18963 FROM KD LL7 C=5 z Y> 53 XD r T7 L H v D O >x A t C=a T.I w w4Ay�ncf = W3X8 aa � z w SAUNDER-STUART SANDERSON - `TDP CHORD 2x6 DF -L Ar2 BOT CHORD 2x4 DF -L #'1 WEBS 2x4 DF -L Standard TIDA OTC MONO) THIS DHG PREPARED FROM COMPUTER INPUT (EOADS 6 DIMENSIONS) SUBMITTED BY TRUSS ILFR. PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7,3.3. NOTE: THIS TRUSS IS DESIGNED TO SUPPORT 24' OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER TO DETAILS C0I22 OR C0123 FOR GABLE REQUIREMENTS. (K) 2x4 DF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES @ 24-oc. THROUGHOUT PLUS NEEL PLATES AS SHOWN "'LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR• ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC. BC O 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 13: z 42-0-03.ta 10-2-12 -=-)T2-4-84-114-0-0.0-(91 -- Scale -.25"/Ft. TC LL 33.5 PSF REF R427--34899 L T 20-5-8 Over 5 Supports DATE 08/03/99 R-1277 W-5.5' R-105 W-3.5' R-399 W-3.5" 7-0 PSF R-1347 W-5.5• BC LL 0.0 PSF a� LL7 TOT.LD. PLT TYP. Wave TPI -95 R Design Criterla: TPI STD 19 V . _ I 'RARN[Mr— TROSSES REODIIE EXTREME CARE CS fABRICA710A. RARDL UG, SHIPPING. IRSIALLIBG AND hO� BRAC EAG. WEE TO RID -91 (HANOLlIG INSIALLING An RAACIxQ_ POOLISIILO of TPI (TRUSS RATE -, CT [x517 T01[. $03 O'OROrRIO OR_. SPITU 200. MOISOR. RI S371P). FOR SAFETT PRACTICES PRIOR TO W. 111 fOEMIK THESE FINCTIONS. .CnD UNLESS OTHERWISE INDICATED, FOP CHORD SMALL RATE PROPERLY ATTACHED STRUCTURAL PIACLS. BOTTOM CHORD $11ALL RATE A PROPERtT ArTACRED RIGID Cnim. -� ^IMPDR7AHT•• FURMISN A COPY O1- IRIS DES14M TO TRE IPSTALL4TION CONTRACTOR. AIP111 EKIREfif0 '99 - PROOOCTS, TAC. SHALL NOT Of AFSPONSIBL[ FOR ART DETIATIDA ;-NON THIS OES7GE; AMY FAILURE TD 3 M ALPINE ORAOUIC, TRO TANSIOS IS CORFOAMAKE T1IT71 701; ON FAS21CATIMG. HAADtIBG. SBIPPIRR. IRSTAL4IAG ARO . ORAIWC O7 TRO SSI S. THIS OCSIGR CONFORMS WITH APPI(CARIC ?p0Y 151 OIIS OF RDS (NATIONAL DESIGN EL� S IC IFI. AN 111.1ISAED BY TWE AMERICAN FOREST ANO PAPER ASSOCIATIOA) AND IPI. AV1RE �� CORTCCiOLt IRE RAGE OF 2OGA ASTM A653 G44D GALT. 57EIL. EXCEPT AS NOTED. APPLI COMICNDAS 70 EACH FACE OF TANS3. AND UNLESS OTHERWISE LOCATED OR THIS OESICR, POSIIION CONNECTOR[ PER ORARIK.S 6�;,,� • IOO A-1. TN[ SIAL OR THIS NAWIIG IADICAIES ACCEITAAC[ 4F PAOFESSIONAL E46INIENIK r kiM W4[SPORSIBILTTT SOLELY FOR TRE 74035 CORPOACAT DESIGN Sieg. TBE SBITAa1LIlT AAD USE OT TRIS FOR CA 95828 =OREx[ ANY PAAricow RDEtO[RO 15 THE ■ESPOASIBRITT OF THE RUILOIRG OESIHEA. PER ARSI/TPl 1.1195 SECTION 2. ID >_ 0-5-11 13 -1 -DO R-130 52-1-10 �11-I-1D 7104- 0-5-11 lo% TTE COUNI � CA/ -/1/-/-/-/F Scale -.25"/Ft. TC LL 33.5 PSF REF R427--34899 TC DL . 10.0 PSF DATE 08/03/99 BC DL 7-0 PSF DRW CAUSR4Z7 99215042 BC LL 0.0 PSF CA -ENG AEB/CWC TOT.LD. 50.5 PSF SEON - 16999 DUR-FAC. 1.15 FROM KO SPACING MON i Ln CD d - CZ) m CTS :t0 . CO m C5 :z x :Q Lz. SANDER-STUART SANDERSON/SANDERSON - T15 DTC) THIS DWS PREPARED FROM COMPUTER INPUT (LOADS 3 DIHENSION5) SUMMED BY TRUSS MFR. TOP CHORD 2x4 OF -L 41 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :W1, W2 Zx4 D.F-L #1: Ai> _ PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLIE 7.3.3. cam-. (NOTE: THIS EXPOSED FACE OF THIS TRUSS IS DESIGNED TO SUPPORT I 24' OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER N DETAILS CD122 5 CD123 FOR GABLE REQUIREMENTS. 0 o(K) 2x6 OF -L g1 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES O 24'oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. F-• U _ GT G v. 'LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR"•'- ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT (LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC ® 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. SEE DWG GAB98117 FOR ADDITIONAL REQUIREMENTS. \5 W5X4 s C=1 T[JA%= L.a In CK cC_.Aa 0-0-4 z c.a z Y-0-4 +10-0-0 G T �_2-0-0---f ').-1.J I E .UNI I z 1-2 -0 - 0—d. 1 6-7-8 I 6-7-8 I { 3( �r.IFN G �, O. PART 'REN JN. 13-3-0 Over 2 Supports R _404 W -S.5' R-14.04 5.5' f� r�,11— 9 y - cc-" Note: All ,Plates Are W1.5X4 Except As Shown, N PLT TYP. Wave TPI -95 Design Criteria:' 18.2e6 CA - 1/- - F Scale -.375' Ft. .-WARMING.- TROS$IS REOUIXE EXTREME CARE TW 1`411NICATION, HANDLING. SHIPPING. INSTALLING AND TC LL 33.5 PSF REF., R427- -67572 I ' aAACIK. REFER TO 8I8•31 (NMTNS OLING IAILIRL AND IRACIN6). FBSL13MED BY TVI (IROS& FLAIL f �j�� (D0 14STIT911. SN) O'OIOFAIO ON.. SUM 200- MADISON. NI S3719), 1011 SAFETY PRACTICES PRIOR 'TOx �,y �� TC DL 10. 0 PSF OATS 09/08/98 C'3S PERFORM 926 THESE FUNCTIOIS. UNLESS OTHERWISE INDICATED. 701 CHORD SMALL HAVE PROPERLY ATTACHED -`W C" STROCTORAL PANELS_ OONTOX CHORD INALL RATE A PROPERLY A77ACH19 41610 CEILING_ (PDRTANT-- FURRISR A COPT OF THIS OES16R -^ ••11ED THE INSTALLATION CONTRACTOR. ALPINE [NOENECRED '98 BC OL 10.0 PSF DRW CAUSR427 98Z5.1030 PRODUCTS. INC. S4NLt NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TRIS DESIGN: ANT FAILURE 70 RN OC7 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: ON SAONICATINC, RAMBLING. SHIPPING. . INSTILLING AND 7�C BRACING OF TRUSSES. TRIS DESIGN CONFORMS IBM AMICABLE PRO7ISIORS SF BIDS (RATIML OLSIGM r BC LL 0.0 PSF. CA -ENG AEB/CWC SPECIFICATION PUBLISHED 91 TIE AMERICAN FOREST PAD PAPER ASSOCIATION) AND TPI_ ALPINE TQT, LD. 53.5 PSF SEAN - 25109 C1. CDM1FCIOAS All MADE Of 20" ASTM A&SJ SR40-64L7. STEEL. E901W.EPT AS N01. APPLY CONIECTDRS TD iR r+I EACH SAC[ OF TRUS&.1. TW OSEESS OR VINGLOCATIDN ON TES1 DESIGN. POSITION CONNECTORS PER Ot"Jcn RESPONSIBILITY IRO S TRE SCBE ON SSC MRANINT INDICATES VII. ATIE Of PAOFESSEONAL Irf Am SE Of 'MIS DUR-FAC. 1.15 FROM KD Alpine Engineered CA 95M • COWNIRTFOR ARTPARTIKELY COLASERNRDINSDISIRE 7NEEF021111LITY Of THE BUILDIRGE SUITABIL I SIGNER. PER THIS MSImI 1•INAS SECTION L. SPACING 24.0° (SANDER-STUART SANDERSON/SANDERSON - T16 TOP CHORD 2x6 OF -L #2 co BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard ~ PLATES DESIGNED FOR GREEN LUM9ER PER NOS -91 TABLE 7.3.3. RIO PSF BC LIVE LOAD PER UBC. C+3 N CJC7 O 1 C] 'D M 07 CO CO :0D O :<E: IT cn ti V OG Z.L. A W Lrl W m W � z CCI T w THIS nYG PRFPARFn FROM COMPUTER INPUT IIOADS R 1)IMEMS10NSI SURMiTTEO BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC & BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL. LOAD. W5X4m k CD w L -2-0-0--j L -2-0-0--J 6-7-8 _1_ 6-7-8 J Q z 13-3-0 Over 2 SupportsCD R-891 Wa5.5" R-091 W-5.5' N C'; PLT TYP. Wave TPI -95 Design Criteria= 18.2c4•-' CV C7� 3 C5� Ci; 6J W I C10 I GC •)�� C G �' fy,�. aka �'i; N k CA/-111-/-/-/F Scale-.375`/Ft. ^NAROI RG•• TRUSSES REOUTAE MOM CARE TR FABRICATf01. HANUTAc, SNIPPING. L3TAL1I96 ARO SAACING. RIM TO NIB -91 (NALDLING INSTALLING AND OWING). MLISOEO RT 771 (TRUSS PLATE �� E�H!!76_ TC LL 33.5 PSF REF R427--67571 INS7I7911. SOS D-OROFRIO OR.. SUITE 200, RADISON. NI 65719). FOE SAFETY PRACTICES PRIOR TD'�f� PERFORMING TMESE FUNCTIONS. UNLESS OTAERNISE INOfCATEO. TOP CROW SMALL HATE FAOMLY ATTACHED TC DL 10.0 PSF DATE 09/08/98 STRGCTULAt PANELS. 10710R C10RD SHALL RATE A PROPERLY ATTACHED 11610 CEU.M. DRW CAOSR427 982SIO29 ••INPORTAXT•• FURRISP A COPY OF TOES DESIGN TO TMC 19STALLATION CONTRACTOA. AL►INE EN61AE(RC0 PRCOLCTS. 11C_ SMALL NOT RE RESPONSIBLE FOA ANY OETIATION fAOR THIS DESIGN; LAY FAILURE TO 9B f 8CAL 10.0 PSF OUI1J) TEE TRUSSES IL C0110RMARCE NITM TPI; OR FABRICATING. OANOLING. SHIPP11G. INSTALLING ARO OAACIRC OF TRUSSES. 10. DESIGN CONFDAHS HITR APPLICADLE PAOTIST0IS OF NO$ (AATIONAL DESJGN SPEC 1f IC AT, 01 POHfMO OT IRE AMIRICAA FGAEST ARD PAPER ASSOCIATIOA) AND TPI_ AMR( COINECTCAS ARE MADE OF ROLA ASTM A6AD Si GRCALY. STEEL. ELCEPI AS 10T(O_ APPLY CONNf CYORS TO � � r' `am y} BC LL 0.0 PSF TDT.LD. 53.5 PSF CA -ENG AEB CNC / SEAN - 35521 ��y��,p_�____,� P1DdoctR� Inc,RESPONSIBILITY P'...-'.�Ot�� ,1n++�*��NA� �` E.ACd FACE Of TRUSS. AHD MISS OTREANISE LOCATED an TRIS DESIGN. POSITION CONNECTORS PER DRAVIRGI REO A•E. TME SEAL 01 7NES DRAMAS INDICATES ACCEPTANCE Of PIDFESSID AI ENGIREE111Nc SOLELI FOR TRE TRUSS COMPOAPAT O(SIGA SUONN. TOE SPITASILITY AND NSE Of TRLS Ca/ONERT FOR "I PMTICOLAR RUILDTRG 1S TUNE AESYDNSIOILITT OF TRC 091LDIAG OESIGREL. PFA uS17TPI 1.1»1 SECTION E. �P ( 1P21(iRiSN DUR.FAC. 2.15 FROM IiD SPACING 24_0' CA7 a: Ln Ln 0 z 0 ct O : m :� CO OD O i : Li_ (SAUNDER-STUART SANDERSON - T17 CARR InuMu cxv UF -L g13Bet. 80T CHORD 2x6 DF -.L SS WEBS 2x4 OF -L Standard :N2. N6 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3-3. ADDITIONAL LOADS : ------(LUMBER DUR.FAC.-1.15 / PLATE DUR.FAC.-1.15) BC 60 LB Conc. Load at 1.50 BC 1746 LB Conc! Load at 2.00 BC 1746 LS Conc. Load at 4.00 BC 60 LB Conc. Load at 4.50 4 RECOMMENDED CONNECTION FOR TRUSSES FRAMING TO THE BOTTOM CHORD: (")SIMPSON LU24. (C)SIMPSON HUS26. CONNECTION BASED ON PUBLISHED CAPACITIES. SEE SIMPSON CATALOG C-PT99. v� W4X12.e W1 .5X4 IG 412.51(4 a 114X12= C -.ITC-,-. — a- 1-5-3 o ce. a m w W6X12 2Em W6X8 im z W2.5X4 A W2.5X4 -) (H) 601 (C) 1746# 3 117461. z t1/ (C) f H CD �_- _O-0 Over 2 Supports I R-2109 W-5_5' R-2109 M-5.5' QL. rn _. PLT TVP Wavc TDT-octo T 1-5-3 -(f-8-0-0 TPIS DN6.PREPARED FROM COMPUTER INPUT ILOADS R niwFUCtnuc. CIIGYITTED nv Te. I L.�. '*-LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR"* IN LIEU OF RIGID SHEATHING USE PURLINS To BRACE TC 0 24.00' OC, BC O 72.00" OC. DEFLECTION MEETS L/24G_00 LIVE AND L/180.00, TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP - THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24' OC IN LIEU OF STRUCTURAL SHEATHING. Desi(Tn Cr9teria• TP[(S YAlRTR6 1R IfSSTS REOUI NE ESTRFNE [NMF I[ IANt !CATION, MANDi IIIc, SMIPPIRG. IRSTALl 7AC ARC IN ACENO. ■!!IR TO AIB•91 (MAADLSNC INSTALLING AND BRACING), POBISSHEO BY TPI (TRUSS (LATE INSTfTUIf. SNS O'ONDfq[O pa., SUIT( 200. MADISON_ IT S5719), FOR SAFETT P2ACi10ES PRION TO PERFORM NAG TO, SE fu NC 7108 S. CIN![SS O7N F1R15[ IRDICaT(0. TOP CNONO SHALL NATE PRYP(ELT ATTACMEO STIPCYURA1 PAIELC, BOTTOM CMAD SNAIL RATE A PROPEALT ATIACNED Rtf]D CERAS[. ••IHPORTAYT•- FURNISH A COPT Of THIS DESIGN IU THE INSTALLATION CONTRACTOR. AIPINE (ABINEERED PRODUCTS, INC. "ALL NOT BE RESPOASIOIE FOR OT DEVIATION TION (BIS OESIGM; LT TAILu)E TO I9ELO THE 7a0SSES IN CONPOAMAKE .lTQ Tel. ON FAB3IUTINC_ NAI DL IY6, SHIPPIID, IRSTALLII'1 MCD SINGING OT TRUSSES. TN IS DES[GI; (CRFUIHS WITH APPLICABLE PROTTS(OAS OF NDS (NATIONAL O[SjGA SP(CIFICATION PuNLTSMEB NT THE M(AICAA FOREST ARD PAP(R ASSOCIATION) A/� Tel. AIfIME COAILCACE AAE MADE 0P 10GA ASTM ASS] CIAO GUI_ STEEL. ITCIPT AS NOTED. APPLI CCNIECTOgS TD EACH TAEt OF TRUSS. AMO uNLCSi OTPERNISE IOCLT(0 ON TNTC OESICA, POSITION COBIECTULS Pit t[SPO-SIBlUT SCLC!ITHEDO S[M. T0.uS SICOMPUNEY7 INDICATES SHOYDC(,IAXCC OF ort t�SIt STTO D ISL OFIT1IKT TeD"T FOq RET P.VTICULAA BUILDING BS TIE ""DISIalti7Y OF TAE I0ILOING OESIGAIA, /ER AIS Il TPI 1-1995 SECTION 2- 99 CA/ -/I/ -/-/-/F TC LL 33.5 PSF TC OL .10.0 PSF 8C DL 7.0 PSF BC LL 0.0 PSF TOT.LO_• 50.5 PSF DUR.FAC_ 1.15 SPACING 24.0^ Scale—.375`/Ft. REF R427--34893 DATE 08/03/99 DRI! CAUSR42; 99215003 CA -ENG AE8/CWC SEON - 18951 FROM KD ('.ANDER-STUART SANDERSON/SANDERSON - TIB MONO SCT TOP CHORD 2x6 OF -L #2 CO 90T CHORD 2x4 OF -L $1 r' o= WEBS 2X4 DF. -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUSHITTED BY TRUSS MFR. ROOFOVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD_ IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 19 24.00' OC A BC @ 72.00' OC. DEFLECTION MEETS L/240-00 LIVE AND L/100.00 TOTAL LOAD. a f N O � C1� O " O d' O M M CO CC) CJ Z Q WI .5X4 ei +� T v 6F I-4-12 {�10-7-10 Ca �" - - _ —' 3 213X4 19 10 0-0 0 C3::: WZX4(A1) Es.] r� Cm w z ' :O a Z ¢ -0 Over 2 SD or s CD R-443 W-5.5' R-60 W-3.5• a. N =-- PLT TYP. Nave TPI -95 CV N Dest n Criteria: : 'YARNING" TRUSSES NCOOIR( CTTRfNE CAR£ IV FABRICATIOB. HAROLJIG, SHIPPING, INSTAWIS AAD BRACIBG. RLFEA TO MID -91 (BAIOLING INSTALLJNG AND BAKING). FUBLJSNEO ST TPI (i1lDSS PLATE m IMITUTE, $DR O.Ot0ft10 CA.. SUITE 200. MADISON, NI 53779)• FOR SAFETY PRACTICES PRIOR TO CTS PE2FOR111RO TRESE FORTTEoRS. OVL(SS OTHIRHIiL 11DICATED• TOP CNOLO SMALL HAVE FROPEALT ATTACHDD f=l C71 STRUCTURAL PANELS. 007TOR CHORD SHALL HAVE A PAOPERLY AT7ACHEO NI615 C£IIIBG. w -'IMPORTANT'• rUMAI.SH A COPI OF THIS DESIW TO THE INSTALLATIOR CONTRACTOR. WINE Et61NEERED 3PIGOUCTf, I.C. "AAL ROT DE RESPONSIBLE FOR ART DEVIATION rROO THIS OESIGC ARM FLILORE TO C70 to ELO THE TRUSSES 14 (0AFQRPUNC( MITH TPI; 01 FADAICATJNG. HAIOLIIIG.' SHIPPING_ -INSTALLING AAD m 'NAC IMG OT TRU.Sf.S. "THIS DESIGN CONFORMS NITR APPLICABLE PdOTISIORS Of NOS (RATIONAL OESIGm 6, 3PECIFICATtoN rMBLISNED BT TBE AMERICAN FOREST AVO rAfE1 ASSOCIATION) AND TPI. ALPINE Coil CONRFCT0R5 AAE MADE Of 2041 AST$ ASS3 fd40 GAIN. STEEL- ERCEPT AS 10110. ATFL] CO,RECTOK TO CAC M AACI Of BUSS. AND ONLESS OTHEAYISC LOCATED, ON THIS DESIOR. POSITION CORNECTUS PER DRAM SNGS IGD A•1. THE ZEAL OR THIS OAAIING SRDICATES ACCE►TAKE Of PAOFESSIONAL ENGJNEEtIRL A)., p,;;,; -,_ted •� RESPONSIBILITY SOLELY FOR THE TRUSS COHPORENT DESIGN SNOYN_ TSE SPITAWLPY JAD USE Of THIS "`Y ""B D++"'•''•"� 95878 COHPONEaT Foi A I PARTECUTAN B'ILO1B1 IS THE AESPOASIOJUTV OF TSE Oo1LoTNG DCSICIEN, pit C� AtGIf TIi lf-IM SECTION 2. :::D ac I` p • t `r `S JL �. 18.2c4 CA/ -111-/-/-/F Scale -.375"/Ft. 1w, MCe_YE�y 9B �s TC LL TC 6L BC OL 33.5 10.0 10.0 PSF PSF PSF REF 8427--67560 DATE ,09/08/98 DRW CAUSR427 90251017 B16 P * BC LL 0.0 PSF CA -ENG AEB/CWC TOT -LD. 53.5 PSF SEOK - 35411 DUR.FAC. 1.15 FROM CD SPACING 24.0" CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made_ by the Butte County Building Department for compliance. 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided, for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards ] 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app.-,rtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1 1273.04 Driveway Radius [Y.] 1. No roadway shall have a horizontal inside radius of 11 curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. I 2. The length of vertical curves in roadways exclusive I of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273'.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. �.] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 I feet long with a minimum 25 foot taper on each end. [.(] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3.-. -4 3 -s-Z. 95 -n S"3 S R"'tv­ AP # PERMIT # NAME [�] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [j 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the,•building. 1273.11 Gates [ 1. Gate entrances shall be at least two feet wider than the roadway it serves. V11q 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification - 1276.01 Setback for Structure Defensible Space. [V] 1. All parcels 1 acre aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ull property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [X] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r f'_:ial inspection of a building permit. Page 2 of 3 AP # PERMIT # NAME Other Requirements [ J�If Building Setback is 15 to 30 Feet: \- Class A or B roof \Enclosed eaves Choose any 3 of the following: - Metal or" -,no doors on side toward property line with insuffi- cient setback —Class A or B -roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficie"�t setback Siding from the follower g list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer. Metal Other Butte County Fire Department approved materials 3__30 _C7J Date Page 3 of 3 f, TABLE OF CONTENTS TOC Project Title.......... SANDERSON RESIDENCE Date........ 08/08/99 Project Address........ 173 SANDY SPRINGS LN *******------- - --------- BERRY CREEK *v4.51* os,3 Documentation Author... Robert A. Mangrum ******* B e Paradise Mechanical 5655 Almond Street P1 Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone.... ..... 11 -- - --------- Compliance Method...... MSCROPAS4 v4 -.51 -for 1995 Standards by Enercomp, Inc. I MICROPAS4 v4 51 File-1SANDESN Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run-SANDERSON T24 COMPLY I - ------------------------------------------------------------------------------ TABLE OF CONTENTS ----------------- Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R .............. 6 HVAC SIZING ............... 9 TTE COUNIV (�'o OIL. in4 N G D E P A RW ENo CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... SANDERSON RESIDENCE Date........ 08/08/99 Project Address........ 173 -SANDY SPRINGS LN ******* --------------------- BERRY CREEK *v4.51* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/Date Climate Zone. --------------------- - ......... 11 - --- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File-1SANDESN Wth-CTZ11S92 Program -FORM CF -1R I User#-MP1342 User -Paradise Mechanical Run-SANDERSON T24 COMPLY ------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 1441 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories.. ...... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 24.1 0 of floor area Average Glazing U -value.... 0.42 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type ------------ ------- Type R -value R -value R -value U -value Location/Comments Wall Wood ---------------- R-21 R-0 ------- R-21 ------- ------------------------ 0.059 FRONT WALL, LEFT WALL BACK WALL, RIGHT WALL Roof Wood R-38.75 R-0 R-38.75 0.039 RIGHT WALL Roof Wood R-27.8 R-11 R-38.8 0.028 ATTIC Floor Wood R-19 R-0 R-19 0.037 FLOOR FENESTRATION ------------ # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation-------- (sf) ----- Value ----- es ---- Description Shading Fins Type Window Front (S) 412.0 0.400 2 --------------- None ----------- None ------------ Yes Vinyl Door Front (S) x20.0 0.510 2 None None Yes Glz<50% Window Front (S) ;12.0 0.400 2 None None Yes Vinyl Window Front (S) X20.0 0.400 2 None None Yes Vinyl Window Front (S) -12.0 0.400 2 None None Yes Vinyl Window Front (S) X13.5 0.400 2 None None None Vinyl Window Front (SW) 015.0 0.400 2 None None Yes Vinyl Window Left (W) 920.0 0.400 2 'None None Yes Vinyl Window Left (W) 930.0 0.400 2 None None Yes Vinyl Window Left (W) x25.0 0.400 2 None None Yes Vinyl Window Left (NW) •15.0 0.400 2 None None Yes Vinyl Window Back (N) •20.0 0.400 2 None None Yes Vinyl Door Back (N) -41.0 0.400 2 None None Yes Vinyl Door Back (N) -41.0 0.400 2 None None LTTE MeNIVInyl Window Right (E) 412.0 0.400 2 None None Yes Vinyl Door (E) 8.0 X4.0 0.510 2 None N Skylight Horz 4.0 0.540 2 NoneNone;VAING Norie V ny10 Skylight Skylight Horz Horz 4.0 4.0 0.540 0 .54.0 2 2 None None None n None)fV nyl None, H('Norie LVnyl CERTIFICATE OF COMPLIANCE: RESIDENTIAL.. Page 2 CF -1R Project Title.......... SANDERSON RESIDENCE Date......... 08-/08/99 I MICROPAS4 v4.51 File-1SANDESN Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-SANDERSON T24 COMPLY ------------------------------------------------------------------------------- FENESTRATION # of Interior Over - Area U- Pan.- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type ----- ------------------------------ ------------ Skylight Horz 9.0 0.540 2 None None None Vinyl Equipment Type --------------- Furnace ACPackage HVAC SYSTEMS ------------ Minimum Duct Efficiency Location ------------ ------------- 0.800 AFUE Crawlspace 10.00 SEER Crawlspace Duct Thermostat R -value Type ------- ------------ R=4.2 Setback R-4.2 Setback WATER HEATING SYSTEMS --------------------- Number in Energy Tank Type Heater Type Distribution Type System Factor ------------ ----------- ----------- -----= -------------- Storage Gas Standard 1 0.61 EF SPECIAL FEATURES/REMARKS ------------------------ Tank External Size Insulation (gal) R -value ------ 40 ---------- R=0 ,�VJT VE COI t'. f;3.AL DING, G'EPARTMO " �'� iJ d M Rti' VIE IA .. J CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... SANDERSON RESIDENCE Date........ 08/08/99 I MICROPAS4 v4.51 File-1SANDESN. Wth-CTZ11S92 Program -FORM CF -1R I --------User#-MP1342 User -Paradise Mechanical Run-SANDERSON T24 COMPLY ------------------------------------------------------------- ------- 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 variedds indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... STUART SANDERSON Company. OWNER Address. 173 SANDY SPRINGS LN BERRY CREEK CA, 95916 Phone... (530) 589-3062 License. Signed... (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Robert A. Mangrum Company. Paradise Mechanical Address. 5655 Almond Street Paradise, CA 95969 Phone... 916-877-8882 Signed (date) J-i_VE,at MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Proiect Title.......... SANDERSON RESIDENCE Date........ 08/08/99 Project Address........ 173 SANDY SPRINGS LN ******* --------------------- PERRY CREEK *v4.51* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone.. 11 --------------------- Compliance-Method ...... - --_ -_Compliance-Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File-1SANDESN Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-SANDERSON T24 COMPLY ------------------------------------------------------------------------------- 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 binding 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- Enforce- er ment, *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior- mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): 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 CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 15Ong): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC 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 b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots -allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... SANDERSON RESIDENCE Date-. . 08/08/99 I MICROPAS4 v4.51 File-1SANDESN Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-SANDERSON T24 COMPLY I ------------------------------------------------------------------------------- + SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce - 110 -13: HVAC equipment, water heaters, showerheads and faucets er merit certified by the CEC. ✓✓✓ 150(h): Heating and/or cooling loads calculated in accordance With ASHRAE, SMACNA or ACOA. 150(1): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R=12 or greater) or combined interior/exterior insulation (R=16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect / hot water tank. ✓ *150(m):- Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 601 and 603; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 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 resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 0Ik 115: Gas-fired central furnace, pool heater, spa heater or -`jt` household cooking appliance -have, no continuously burning pilot light (Exception: Non-electrica-1 cooking appli-ante with -pilot < 150- Btu/hrJ . LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling"-(. fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 6 C -2R Project Title.......... SANDERSON RESIDENCE Date...... 08/08/99 Project Address........ 173 SANDY SPRINGS LN ******* --------------------- BERRY CREEK *v4.51* Documentation Author... Robert A.. Mang -rum ******* Building permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Zone -- Climate Zon ..... ..... 11 -------- --------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp,. Inc. MICROPAS4 v4.51 File-1SANDESN Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-SANDERSON T24 COMPLY I ------------------------------------------------------------------------------- ---------------------------- MICROPAS4 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr)` Design Design Margin = = Space Heating.......... 12.47 11.09 1.38 = _ Space Cooling.......... 15.12 16.99 -1.87 = = Water Keating.......... 14.57 13.77 0.80 = = Total 42.16 41.85 0.31 = _ *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 1441 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front-Grientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 - Number of Building Stories. 1 Weather Data TyTe.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area....... .... Ground.Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Leight..... Raised Floor 1 12934 cf 1441 sf 1441 9f 0 sf 24.1 % of floor area 0.42 Btu/hr-sf-F 9 ft BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) ----------------------- (cf) Units --------- itioned Type (ft) (sf) HOUSE; Residence 1441 ----- 12934 1,00 ------------------- ------ --------- Yes Setback f�� - ` ' UIV I t 2'.0 "n/a 5 COMPUTER METHOD SUMMARY Page 7 C-2R ----------------------------------_________________ -------- ---- Project Title.......... SANDERSON RESIDENCE Date........ 08/08/99 MICROPAS4 v4.51 File-1SANDESN Wth-CTZ11S92 Program -FORM C -2R I User#-MP1342 User -Paradise Mechanical Run-SANDERSON•T24 COMPLY ------------------------------------------------------------------------------= OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface -------------- (sf) ------ value ----- R-val Azm Tilt Gains Reference Comments HOUSE ----- --- ---- ----- ------------ ---------------- 1 Wall 231. 0.059 21 180 90 Yes W.21..2X6.16 FRONT WALL 2 Wall 13 0.059 21 225 90 Yes W.21.2X6.16 FRONT WALL 3 Wall 267 0.059 21 270 90 Yes W.21.2X6.16 LEFT WALL 4 Wall 218 0.059 21 0 90 Yes W.21.2X6.16 BACK WALL 5 Wall. 13 0.059 21 315 90 Yes W.21.2X6.16 BACK WALL 6 Wall 274 0.059 21 90 90 Yes W.21.2X6.16 RIGHT WALL 7 Roof 74 0.039 38.75 90 90 Yes R.38.2X4.16 RIGHT WALL 8 Roof 719 0.028 38.8 n/a 0 Yes R.38.2X4.24 ATTIC 9 Roof 74.0 0.028 38.8 1.80 14 Yes R.38.2X4.24 ATTIC 10 Floor 1441 0.037 19 n/a 0 No FC.19.2X8.16 FLOOR FENESTRATION SURFACES # of --------------- Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface ----------- (sf) ----- es ---- Type Type value Azm Tit Only Shade Description HOUSE --------- ------ ----- --- --- ---- ---- --------------- 1 Window 12.0 2 Vinyl Slider 0.400 180 90 0.88 0.78 None 2.Door 20.0 2 G1zz50% Hinged 0.510 180 90 0.88 0.78 None 3 Window 12.0 2 Vinyl Slider 0.400 180 90 0.88 0.78 None 4 Window 20.0 2 Vinyl Slider 0.400 180 90 0.88 0.78 None 5 Window 12.0- 2 Vinyl Slider 0.40-0 180 90 0.88 0.78 None 6 Window 13.5 2 Vinyl Slider 0.400 180 90 0.88 0.78 None 7 Window 15.0 2 Vinyl Slider 0.400 225 90 0.88 0.78 None 8 Window 20.0 2 Vinyl Slider 0.400 270 90 0.88 0.78 None 9 Window 30.0 2 Vinyl Slider 0.400 270- 90 0.88 0.78 None 10 Window 25.0 2 Vinyl Slider 0.400 270 90 0.88.0.78 None 11 Window 15.0 2 Vinyl Slider 0.400 315 90 0.88 0.78 None 12 Window 20.0 2 Vinyl Slider 0.400 0 90 0.88 0.78 None 13 Door 41.0 2 Vinyl Slider 0.400 0 90 0.88 0.78 None 14 Door 41.0 2 Vinyl Slider 0.400 0 90 0.88 0.78 None 15 Window 12.0 2 Vinyl Slider 0.400 90 90 0.88 0.78 None 16 Door 18.0 2 Glz<50% Hinged 0.510 90 90 0.88 0.78 None 17 Skylight 4.0 2 Vinyl Fixed 0.540 184 0 0.88 1.00 None 18 Skylight 4.0 2 Vinyl Fixed 0.540 180 0 0.88 1.00 None 1.9 Skylight 4.0 2 Vinyl Fixed 0.540 180 0 0.88 1.00 None 20 Skylight 9.0 2 Vinyl Fixed 0.540 218 0 0.88 1.00 None OVERHANGS AND SIDE FINS ---Window-- ----------------------- ------Overhang----- ---Left Fin--.- ---Right Fin -- Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght ------ HOUSE ----- ----- ----- ---- ---- ---- ---- -----:I'1_2--�„'E� � y---- ---- 1 Window 12.0 3.0 4.0 16.0 0.0 n/a n/a n/ass,§i ,_a N (x�/ �:n .ar %., n/a 2 Door 20.0 4.0 5.0 2.0 0.0 n/a n/a , n/a nJa n/"a�' fi%a` `'iii%'a n/a 3 Window 12.0-6.0 2.0 8.0 0.0 n/a n/a n/a /a °�n/a n/a:-­ r�/a n/a 4 Window 20.0 6.6 3.0 8.0 0.0 n/a n/a ,:,.�M�;.: , n/a �'"r Aa 6 hVaU //a�'tn%a n/a 5 Window 12.0 6.0 2.0 8:0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 15.0 6.0 2.5 1.-0 0.0 n/a n/a- n/a n/a n/a n/a n/a n -/a. p P R, 0, V,�, COMPUTER METHOD SUMMARY Page 8 C-2R Project Title.......... SANDERSON RESIDENCE Date........ 08/08/99 MICROPAS4 v4.51 File-1SANDESN Wth-CTZ11S92 Program -FORM C -2R I User#-MP1342 User -Paradise Mechanical Run-SANDERSON T24 COMPLY - ------------------------------------------------------------------------------ OVERHANGS AND SIDE FINS System Type ---------------- MOUSE Furnace ACPackage HVAC SYSTEMS ------------ Minimum Duct Duct Duct Efficiency Location R -value Efficiency ------- ------- ---------- 0.800 AFUE Crawlspace 10.00 SEER Crawlspace WATER HEATING SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System ------------ ----------- ------------------- ------ 1 Storage Gas Standard 1 SPECIAL FEATURES/REMARKS ------------------------ R=4:2 0.830 R-4.2 0.860 Tank External Energy Size ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface ----------- (sf) ----- Hght ----- Wdth ----- Dpth ---- Hght --------- Ext Ext ---- Ext Dpth Hght Ext Dpth Hght 8 Window 20.0 5.0 4.0 .2.0 4.0 n/a n/a ---- n/a ---- n/a ---- n/a ---- n/a ---- n/a ---- n/a 9 Window 30.0 6.0 5.0 1.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 25.0 5.0 5.0 2.0 4.0 n/a n/a n/a n/a' n/a n/a n/a n/a 11 Window 15.0 6.0 2.5 1.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 20.0 5.0 4.0 12.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Door 41.0 6.6 6.0 12.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Door 41.0 6.6 6.0 12.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window ' 12.0 3.0 4.0 16.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Door 18.0 6.6 2.6 16.0 0.0 n/a n/a n/a n/a n./a n/a n/a n/a System Type ---------------- MOUSE Furnace ACPackage HVAC SYSTEMS ------------ Minimum Duct Duct Duct Efficiency Location R -value Efficiency ------- ------- ---------- 0.800 AFUE Crawlspace 10.00 SEER Crawlspace WATER HEATING SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System ------------ ----------- ------------------- ------ 1 Storage Gas Standard 1 SPECIAL FEATURES/REMARKS ------------------------ R=4:2 0.830 R-4.2 0.860 Tank External Energy Size Insulation Factor (gal) R -value -------- ------ 0.61 40 ---------- R=0 e HVAC S-IZ-ING. Page 9 MVAC Prol_ect Title........... SANDERS.ON-RESIDENCE Date........ 08/08/99 Project Address........ 173.SANDY SPRINGS LN ******* ------------------=--- BERRY CREEK *v4.51* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone. .. ...-- .. 11 ----------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File-1SANDESN Wth-CTZ11S92 Program -HVAC SIZING I User#-MP1342 User -Paradise Mechanical Run-SANDERSON T24 COMPLY I ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 1441 sf Volume .. ..... ............ 12934 cf Front Orientation.......... Front Facing 180 deg (S) Sizing Location............ OROVILLE RS Latitude. ..... ........ 39.5 degrees Winter Outside Design...... 30 F Winter _Inside Design....... 72 F_ Summer Outside Design...... 104 F Summer Inside Design....... 75 F Summer.Range............... 37 F Interior Shading Used...... Yes Exterior Shading -Used...... Ye -s Overhang Shading Used...... Yes Latent Load Fraction....... 0.30 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of th6 criteria affecting the §election Of HVAC equipment. Other relevant design factors such as air flow requirements,_ outdoor design_temperatures, coil sizing,_ava lability .of equipment, overs s iig safety margin, etc., must also be considered. It i6 the HVAC designer's responsibility to consider all factor`s when selecting the HVAC equipment. cW B , G�m o ; Heating Cooling Description --------------------------------- (Btuh) (Btuh) Opaque Coiidu.ctioii aiid Solar...... ----------- 6586 ----------- 3747 Glazing Conduction ............... 6137 4237 Glazing -Solar .................... n/a 8149 Infiltration ..................... 7901 3551 Internal Gain .................... n/a 2100 Ducts ............................ 2062 1089 Sensible Load .................... . 22687 22873 Latent Load ...................... n/a 6862 ----------- Minimum Total Load 22687 ----------- 29735 Note: The loads shown are only one of th6 criteria affecting the §election Of HVAC equipment. Other relevant design factors such as air flow requirements,_ outdoor design_temperatures, coil sizing,_ava lability .of equipment, overs s iig safety margin, etc., must also be considered. It i6 the HVAC designer's responsibility to consider all factor`s when selecting the HVAC equipment. cW B , G�m o ; COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 -4PT NO. (Rev.12/96) APPLICATION AND PERMIT ZONING BUILDING PERMIT OJlUART SANDERSON TE 589-3062 SO. FT. OCC. BUILDING VALUATION .OWNERS MAIUNG ADDRESS 173 SANDY SPRINGS LN, BERRY CREEK 95916 CONTRACTOR'S NAME OWNER TELEPHONE 2000 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDERB! Fireplace NTY _ _ N LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee 699.00/2 $ 349.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 173 SANDY SPRINGS LN' BERRY CREEK Energy Plan Checking Fee $ $ PERMIT FEE $ 369.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Feel 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: IST RENEWAL PERMIT 99-0553 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G w @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service_ io.A oa .ss 23.00 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. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. - - ,.Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR cAD orsT. ( so 3.50 EW MLACC. uBUDS. NON-RESID. 97.50 FSIIr APPARATUS a SINGLE ourtEr CLR. Ex. Occup. OUTLET OR FIXTURES 20 Q 1.00 SAL @ .50 Ex. Occup. oFur�Os REBIDLIIS°Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number (The above sections need not be completed if the permit is for work of a valuation - of one hundred dollars ($100) or less.) PO 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _� fid\. _ Date l � � D C% _ ',-Signature of Applicant -JI Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 369.50 HAZ. D. FEES IMP FLooD I CDF I PARCEL PD I HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date-11-66 pate Receipt No. zJ� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and ''return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit vM be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed propertyimprovement : YESWJ NO[ I. 2. I HAVE[�j HAVE NOT[ _ ]signed an':application' fbc : ,.building permit, for the , proposed o6L...... 3. I have contracted with the following person (firm)- to provide, the proposed construction: NAME: ADDRESS. CITY: _. . PHONE: CONT'RACTOR'S LICENSE NO.: _ 4. I plan to provide portions of this work, but I have hired_ the following personi to coordinate, supervise, and provide the major work: `. NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the followin&persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCL-kL SECURITY NUMBER: DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832' of the California Health and Safety Code. U'lu loo; This verification must be completed and returned to our office before we are permitted to issue the permit. 2.26 diw- ' t FUN\:i':' •:•A. ,•.:5(ira'h .. '.:}:'�.' '.. .,.' �i '•G�'::?j::.:J ..�.�:or 6 � 1 r i :f.`. y' ""0�r, a�''" :;„;'� a : ? ::�'' 4•� f<:f ''3 .O .`•�. �. `,� �C;i} 2 `id !% :I \i/�� 3� A .f`,. n�..'`i...�l.%✓[��$ :' . Y: Y.w: �.%Fy • .e.•w.:yvi4:2�_.. •',sc?a;.7�. �.';CSr".�„{^"`�"t'."�; "L � '�..... �< .,�..:..�..•uu. Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "owner -builder” you are the responsible party of rxord on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the ,,acception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection:_: 0 If youemploy or otherwise engage any'persons other than your immediate family, and the work-(mcluding materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and'you.are subject to several obligations including state and federal.income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial dikifor you if you do not carry out these obligations,"and these risks are: especially.., serious with respect to worker's compensation insurance.. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration).. For more specific information about your y obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial C Accidents. If the structure is intended for sale, property owners who are not licensed contractors are.allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and mateiial personally. Building permits are not required to be signed by property owners unless they are performing their_ own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm. that you are aware of these matters. The building permit will not be issued until the verification is returned..... t. Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection. NOTE: This O>.vner •Builder Information is required by Section 19836 of the California Health and Safety Code. Mw 1991 2.27 ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541�� PER�17 NO.(Rev.12/96) APPLICATION AND PERMIT �:1. ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER STUART SANDERSON T 589 N 3062 SO. FT. OCC. BUILDING VALUATION ' . OWNER'S MAILING ADDRESS CONTRACTOR'S NAME_, .. .. , ,y,� : Jf.. . ; OWNM- ,. �r •s , CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 49 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS � Energy Plan Checking Fee $ $ PERMIT FEE $169-90 LOT NO. SUBDIVISIONS NOME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 2ND RENEWAL OF PERMIT NO. 99-0553 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Feel 20.00 OOOVOR LE Main Service 2o.A OR LESS 23.00 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.PSIN License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zooA To 1000A 46.00 NEW CONST. OW ,E LING OCCUP. OR ADDNS. ( s ACC. BLOS. SO 3.5¢FT: NEW CONST. MULTI.OUTLET NON•RESID. @7.50 E OUTLET CIR. OWER APPARATUS 8 GL EX. OCCU OUTLET OR FIXTURES BA0 @ I.00 Ex. Occup.ourv°rs P=.) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X =:eJl tity/1 Date /VV/d/ Signature of Applicant - ill Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 369.50 HAz D PE6 IMP PL000 CDP PARCELPo HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fe have CDate PERMIT EXPIRES ON 9, 27 , the applicable provisions Resolutions to do work been paid. 02 to Receipt No. a WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YESA NO ❑ 2. I HAVE �V . HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAINIE: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: - DATE:Ld,J NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFOICNIATION Dear Property Owner: Q B• - An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following uiformation for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I+Micel X (-1 Vi ira, C.B ,uilding Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code OVER ... in^W*7rr�. .. *+..7{rv;"��{... • .,. .T.AAi, iia 1 School District A.P. Number Property Owner BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No. Oi ction: City =5_<rcounty Property Location/Address Subdivision LOT NO. - Dpi n •bore... 1®i -Mo 16 �14 Residential Development �r Sq. Footage No of Living Mobile Home Addition/ "Supplemental to (Group, R) Units; Installation Conversion Permit # '(No •` foundation inspection): Commer al/Industrial Sq. Footage (Including Exterior Aew4,ddftion . / Roofed Areas) — / I .B riding Department Representative Date (moor Plans reviewed by School District District Identification No. 0 0 q. J,- V 1' W'l O / School District certifies that (Street Address) (City) has complied with the requirements of Resolution No. representing O ``' �_�% square feet. / . 7l School District Representative (State) 105-90 (Applicant) E557- 30,45 , 11 (Phone Number) ��� < <p (Zip Code) by payment of $ AB 2926 $ M FULL MITIGATION $ Date ' Paid by Check # Remarks:AM,,A 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 66O2O(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 ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant); Yellow (building department), Pink (school district) feeform.xls (10/98)dmm • +a 4r OWNER -BUILDER VERIFICATION 7 Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your siSnatjee, Please complete and return this information at your earliest opportunity to avoidunnecessary delay in processing and issuing your building permit. No building permit will be issued until this ve 'fication is received. I personally plan to -provide the major labor and materials for construction of the proposed property YES 0 NO O2 HAV2provement: HAVE NOT E3 signed an application for a building permit for the proposed WO& I have contracted with the following person (firm) to provide the proposed COnStlllCtlon: NAME: ADDRESS: CITY:. PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: N AMIE: ADDRESS: PHOLN-E:. CITY: CONTRACTOR'S LICENSE NO., 5. fwill provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGN = PROPERTYO •,� NO TE: This Owner -Builder Verification is required by Section 19831 and 19832 4f00 California Health and Safety Code. This verification must be tompleW Md returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORMATION Cel: Procerr" 0—..!-: Aa application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection. you should be aware that as "owner -builder" you are the responsible patty ofrecord on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself Brom possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a busiaess license from the city or county. They are. also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including mawrials and ocher costs) is S300 or more for the entire project, and such persons are not licensed as eonawtom or subcontractors, then you may be an employer. ♦ [f you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including'state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. There may to financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the G.S. Small Business Administration). For more specific information about your obligations under Scale Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the stricture is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are hot required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I1?�Vt rely, ./O 6A- � el C. Vi iia, C.B.O. ger, Building Inspection NOTE: Tris Owner -Builder Information is required by Section 19810 of the Cal ljornla flcalt/r and Safety Cods OVER BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 —TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMITNO. o 02' v Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. ZONING (D-7 `f n—oS2- OWNER OWNERS tu &-f S, � S S,' PHONE NO. er-o s3o ���-3oGz OWNER'S ADDRESS . 7 3 S7 -to 4 � 6'Jri L LOCATION OF BUILDING 5.,r. 173 c_"/ _ USE OF BUILDING 14 /'CLJa f w'A-J yeL , z"-1- e SIZE OF STRUCTURE 'X _ !9OO SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING 1,ne c,L ROOF FLOOR � �� ESTIMATED COST OF CONSTRUCTION $ �®QU' . Qa AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date f 0/© Z Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt from a building permit. -7 L ;I"-7 O F D PAROL P ROO NG ISSU Receipt No. � (p ! t/ Manager Building Ivisio /V9 BY Date z White — DPW, Yellow —Assessor, Pink — B. I., Goldenrod —Applicant B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 99-0553 Expiration Date: 9-27-00 A.P.# 071-430-052 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [g] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ J No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final' inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the OROVILLE office. Thank you for your prompt attention concerning this matter. YQ. rs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751 mak. .e L A N D O F N AT U RA L W EA L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 00-2490/99-0553 STURAT SANDERSON Expiration Date: 9/27/01 173 SANDY SPRINGS LANE A.P.# 071-430-052 BERRY CREEK,'CA 95916 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [X] . -Permit work stmrted, but not completed. Permit may be renewed for '/i the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together, with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the office. Thank you for your prompt attention concerning this matter. YWrs very truly, C.. Vieira, C.B.O. - -, Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751 June 21,1:999 _ FIRST CHECK - County of Butte J Appl: No:, 99-0553, "990 5d0 y ` L'P�A" 1 . 1.5 Mr. Michael Vieira,C B O County of Butte • 7 County Center Dr. (" ` Oroville, CA 95965-3397,, Phone (539) 538-7541 �Fax (530) 538-2140" Re:' Plan Review: Sariderson`Res,(Structural Only) y `173 Sandy°Springs Lane Dear Mr: Vieira: as completed a structural. review of the following Linhart Petersen.,Powers`Associates (LPZA) h documents: 1 'Plans-.- One (1)copy sheet S -1 -dated May,1999, one (1).copy sheets A-1_ through E-1, dated March 1999 by FLT Engineering., �' r '2. Structural Calculations: One copy,dated August 1998 by J. -L. Randall &'Associates. We have reviewed the above documents for structural, conformance to the 1995 edition of the. ' California Building Code. (i.e., state amended 1994 UBC): Our comments are on'the„attached list, numbered according to the first plan review. ' Enclosed are the above reference documents. Please'submit an -itemized response letter and two (2) sets of revised.documents with all''revisions clouded. ',Let us know if you have any questions. Thank -,you. Sincerely, LINHA PE -ERSEU POWERS ASSOCIATES Suzanne Ramirez, P'E. 4.C.B.O. Plans Examiner ' r Senior Plan Check Engineerkz�l , 1 Enclosures � ­. UNHART PETERSEN POWERS ASSOCIATES r � -7447 Antelope Road, SU'fte 103 • Citrus Heights, CA195621 = (916)1725-4200 • FAX (916) 725 X8242 Toll Free (877) 235,0653 f ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION r»--..�„• 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT O. (Rev. 12/96) APPLICATION AND PERMIT %2z J, ASSESSOR PARCEL NUMBER 071-43-0-052 ZONING U BUILDING PERMIT OWNER STUART SANDERSON TELEPHONE 589-3062 SO, FT, OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 173 SANDY SPRINGS LN BERRY CREEK CA 95916 RET WALT 48.5 485.00 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $4s5 ARCHITECT OR ENGINEER LICENSE NO. -on Filing Fee $ 20.00 Permit Fee $5.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ 46-00 BUILDING ADDRESS 173 SANDY SPRINGS LN BC Energy Plan Checking Fee $ $ PERMIT FEE $ Ri LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT -nn Fling Fee 1 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: RETAINING WALL Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Feel 20.00 Main Service 200A OR LESS 23.00 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. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: IP 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. BLDS. SO 3.5QFT; NEW CONST. MULTI -OUTLET NON-RESID. BRANCH CIRCUITS 97.50 POWER APPARATUS 8 SINGLE OUrLET CIR. Ex. Occu oun Er oR FaruREs 20 @'.00 BAL @ .50 Ex. Occup. oPlXuruEDTSA q IES p.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Coolin Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. e, I X Date A 2IF Signature of Applicant - ❑ Owner ❑ Contractor ❑ Age An OSHA permit is required for excavations over 60” deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE 61.00 HAZ. ETOTA�LFEE$ p FEESOD cDF PARCEL I PID ND ISSU This permit is hereby issued under of the Butte County Code and/or indica eb a for which fees have ` By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 9 L7�y !FAZ7 ZpoQ Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroville, California 95965 a Telephone (530) 538-7541 PERMIT NO. (Rev.IZ96) APPLICATION AND PERMIT MsrltORrAAMMUMSER zom" BUILDING PERMIT OWWA TaCPHDNa SO. FT. OCC. BUILDING VALUATION n OWMM'$ YAL04 ADDRUSPit CONTRACTOR'f NARK - TErenwNe CONi1NCTORI UNUMM AOOA1= COMflMYCf ONUDOCR LEMUM WAIUM ADOMS AACNrr1aORDONURTotal ucEME Fire lace Valuation i Filina Fee = 20.00 ARCH"Cr OR naMBER S NAa1NO AD011Eia MUM ADDRESS Permit Fee = 0O Plan CheckingFee $ - O C7 Energy Plan CheckingFee i i PERMIT FEE S �Tw sueoNscN�NAAe �� MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF O Duplex O Mobilehome O Other evee� Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 TYPE OF WORK New O Addition O Remodel O Wlitles O hetalntion O Describe Work: 011ier O Each gas water heater or vent 15.00 Gee piping tem 1 _ S outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE _ ELECTRICAL PERMIT [Filing Feel 20.00 Mein Service 2WA OOR � 23.00 Main Service ao" To 100" 46.00 NEW Cao . °&AOP'OR ADONS. � 3.5tR NON•Ri9ID. ' BRANCH UntT CMXXM @7.50 rower AnvAnAru as Ex. Occup. OuntT OR Fomsles SO a OD aAL .So Ex. Occup.D� OR ovnFrs aro. a 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 M4sc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 8.50 Ventilation PERMIT FEt f Mobile Home Installation Fee $ Energy Inspection Fee E D" 7W' Pe TOTAL FEE= 0 NAZ o. FEB I IMP I PLDOo I -Vq PAAca PO This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON .,_._. ReceiptNo._ L.!�HITE-O.D.S. SOR PINK.INSPECTOR c,o,,,.R00•APPL1CANf Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the . proposed property improvement: YES[] NO[ ]. . 2. I HAVE[ j HAVE NOT[ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following..persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: �� J4,xt_C_Q4f\ SOCIAL SECURITY NUMBER: DATE:��`7�� NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. May 1995 This verification must be completed and returned to our office before we are permitted to issue the permit. 2.26 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you, are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks* for.you if you do not carry out these obligations, Wand these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Inteal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information mal about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 2.27 RESID& IAL PLAN CHECVJN GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: ��G-nCf���sor� , `5 �� BU1LD1NGP ER: �Y- OES� PLAN CHECKER: 9j V, A.P. NUMBER:®SZ- NERAL: I.' Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. It"- Proper description of work on application. 5 Existing violations on property. 0 Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. --VW/J Grading, fills and/or drainage. J . ,a! Flood hazard. 6. Special conditions on creation map (Noise, SA.A., Fire SpriiWert, Water Tender, Trees, etc.). ,7"" F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. �i Required windows for light and ventilation (Section 1203). ✓° o Required windows for second exit (Section 310.4). Av Skylights (Section 2409 & 2603.7). p ,5! Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). !-=�C� d� ® Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. A' Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one TO" exterior door (Section 1004.6). ,1,!2� Fireplace and wood stove location, alcoves and clearance. ,41' Smoke detectors (Section 310.9.1). 14. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: 1 Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). F(oo� �� l } IT Standard bracing or engineered design (Section 2326.11.3). (/ Clerestory requiring balloon framing and/or engineering. ,4"" Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. 7 Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. T441 d0e5 r' e / Rafter ties or bearing ridge beam. Vepe 4- til u4" uA2A, Je" Fireplace construction details and talc. if necessary. �1 AYr Garage door and/or porch header sizes. En ;t4� Stud heights. G -13. Adobe soils - special foundation design. 6) Retaining walls requiring design. 15. Special Inspection requirements. 16. Header size. June 1997 3.2 Nff§CELLANEOUS ITEMS TO LOMOUT FOR. L Stairway details: landings, and run, head clearance, handrails (Section 1 Guardrail details (Section 509). ,3! Brick or stone veneer (Section •1403). fY Exterior plaster - weep screeds (Section 2506).. �! Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. ,8 36" halls and stairways. A' Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. le Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). XAttic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. 17. C.D.F. responsible area requirements. g! Automatic Fire Sprinkler Systems (Section 310.10) 19. For Inspection Jacket: .Flood Hazard/Elevation Certificate ., SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers bun a 1 j ru o L41 . C' '51 CCU June 1997 3.2 may. Rme"23 .1995° 9 �; - p 5-57 RECEIVED BUTTE COUNTY BUILDING DIVISION FA! T-, BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES , C:CUN"Y CENTER DniV-c OROVILLE, r. ALIFORN!A 9 _ Ja.iiil`,' �;;;rinoll. TELEPHONE: (530) 538.7541 FAX: ;530) 538.2140 Bcrry Crcei•:.. Ca. 9;S?h� �ssesso-, Parcel ?'lu.mber 071-�3Ct-t�::, f��'�oc�SE ,f%O�-�> ,gEZ4uJ �TE7Ys Buildins-, Permit Number The above re_:.renced building plans were revil-wed by this office. Please respond in -vvritins t_ each comment, by creating a response letter. Indicate \which detail, specification, or calculataor sho\vlz lhe: requested information. Yox compie.re fund-c1.ea.1- responses IN,' ll e?:pcdite. the re -cheat;_ and wap raval of ribs prcJ;-,ct. Please be sure to include. on the resubmittal the engineer's ` N er,. siah)p, i-nature,.registraiion number and exi iration date on all sheets of plans depicting the desiLnted elements and cover sheets of calculations. Provide additional information and/or make revisions to plan: --,specifications and calculations as follows: . Erlcl. sed is � our school fee form. Pay any applicable fees at school distrcu ofiicr and return yello�° copy To the buiidinL. department. ,ay 2 Provide Door nailing, requirements for mterior braced wall panels directly- oli'the plans. �or� �o�v - •off �� � —2 Do-,vnstairs area has insulation in the wills, wallboard and electrical outlets and lighting. Wl'iat do `vote ti,can t.,:hen you call This area *'unfinished" on the plans? Please provide letter di.scribine ell fettered Luse of tiffs are,.. >=.nUincer _,f r•ec:ord is to revieNv any nppr c,ve the. trusses per his lateral design. Provide a letter. tU LIUS'In:eI11. S+t—�- �. Provide a construction detail for the attachment of the false ildge. and ceiling beams in the hvL*-tE roon! 6 Pla^ desl__rner ir. t check all span_. on the musses. PrON"Ide a. statement that this has jon . - En,.inecf ofrecord iC to address all truss loads aver 5000 pounds. S -'Roof flaming alar. end ele. at.ion Vie•,=. � are it cor`licttruss desiizr,. Provide re�ie ro IT3nZnL p1:il:, and ! 'Viiev elf\'3.idUn Vlt°\\'S ic� I:il--C; \\'hal. is to be. bulli. �. Pians lu.;:e r:cn sent out for stnicturai:'la.teral revie«'. I xvill contact \,,ou if am' questions a!'ise -- iroiri this plan c•he,;k 10. Please apply for a sepru-ate permit for the retainin�.t wall as it is a separate structure from the house. Separate plans do not need to be submitted. aye 0���� 11 . Ener -Sy calcs must accurately reflect the „rindows shown on the pian. Y'ou may not mod:.l lar�_er windows than shown on plans. Sliding Mass doors are 41 sq.ft.. , not 40 sq.ft. You do :;c. show 1 sq. ft. of skylight area on the plans and the window under skywall is 9 sq. ft. Provide revises ene, talcs which accuretly depict fenestration area. -S- Enc o ed is your plaricheck list from the structural review. Please have your engineer addre ; following iteans. �� /i�1 4 Plan check will Continue upon reCiept. or all of the above items. Additional items may be required ;)!an check is Fesumed. If you \apish to discuss any requirements, you maycontact ine at 538-7>41 between the hours of 1:00 p.aa..and 4:00 p.n-,', Monda%: through Friday. Sincerely., Ma ha t.ney Plans Examiner. n , v ' Jur.'e 21 !999' Re: Occupancy Group(s): Type of Construction: Stories: Building Area (sq. ft.): _- Jul. 06 199.3 C_111:71!,=.;,_i FIRST CHECK (Structural Qnly) - COUNTY OF Butre Appl. Vo LP -A 98015.0 1. 5 age R-3. U-1 One 1441 A. For your convenience, the following comments are referred to the 1995 California Buildinc Code (i.e., 1994 UBC, et a!, as amended by the State of California) unless otherwise noted). B. Please respond in writing to each comment by marking the attached comment: list or creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re-che:k and hopefully, approval of this project. Thank you for your assistance. C. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting structural design -ad elements and cover sheets of calculations. UBC 106.3.2 NOTE: The following plan review comments ,app!y to the residence and retaining walls @ the hobby room. This review does not include the covered car port and hobby room, as indicated in the structural calculations on page 1. STRUCTURAL COMMENTS 1. `Rvide on sheet A-5, a list of all deferred submittals ( shop drawings along .wi!h calcufa r o .be signed by a registered California Engineer }, per UBC '10r = as required for this projec, to "...these deferred submittals rawings) shall first be submitted -10 -the project archite or en o . ecoid for review and coordination, f=ollowing the completion of 'ow and'"86rdination by the architectJengineer of record: a sub ay then be made fa Butte County Building Department for review and , oval, which shall include a letter sta i is review and coordination, has b performed and completed and plans and calcu{atio„ seine: deferred fte a found to be acceptable (e.g., with regard to geometry, load 'Conditions--, etc.) it no exceptions." The list should contain but -not 'necessarf{y be limited to the wing items: 1. Pre -manufactured roof trusses k //k/ 2. Provide design criteria notes on the plans for the roof trusses used for this project. Please include all dead and live loads and all mechanical equipment weights required for the truss design. UBC 1603.1 ,z 77e Z,9_0 _Q Y,,����v ?rovide gable truss calculations and lateral bracing details for the tributary wind load :,erpendicular to the trusses and upper half of the walls for this project. UBC 16J3.3.1 & 2303.2 �- /71e-57� Z y' Jul. GE 1999 0- 1: 71=r) �•� r 4 t June 211999 FIRST CHECK (Structural Onlay) - COUNTY OF Butte Appl• No. 99-0553 LP=A 98015.015 0 Page 3 / 4. Provide structural calculations for all eaves and gable roof overhangs due to snow loads ! for this project: Revise the eave and gable roof details on A-5 as required. UBC 1603.1 & 1605.4 -5rf7z7y 5. Provide shear transfer details for the upper floor interior braced wall panels from the top of the wall panel to the roof diaphragm or provide a detail to indicate extending the wall panel to the roof diaphragm. UBC 2326.4.1 & 1603.3.1 — A,�O7T 6. Revise details 2lA-7, 3/A-7 & 4/A-7 to indicate the reinforcement required for each footing. UBC 106.3.3 SOIL / FOUNDATION COMMENTS 7. Provide justification for the use of 1500 ps,' soil'bearing pressure, 200 psf lateral bearing pressure and 0.35 friction factor, as indicated in the structural calculations on page 7. UBC 1805 8L-04-. -P/v. ,t'OT-45r�- /.t> 8. Revise the continuous perimeter footing at the two story portion of the structure to be in accordance with UBC Table 18-1-D. As an alternative, provide strf;crt;rat caicuiavons indicating the 12"x'12" continuous perimeter footing is adequate i.� the two story loads of this structure. UBC 1603.1 C-e�7- 7 o,- If you have any questions regarding the above comments, please contact Suzanne Ramirez at (9161725-4200 between 8:00 A.M. to 5:00 P.M., M -F, �,z oti yrs :- �� 32g3'-�'- S T R U' C• T U R A L C A I C U L A T I O N S Le F 0 R S T U A R T S A N D E R 'S O N R E S I.D E C E P H A S E I ( 0 N- L Y) S A N D Y S R I N G S L A N E BER R CRIEEK, CA 95916 J. L. RANDALL & ASS0CI ATES 5 4 3 9 B L A C K O L T V E •.D is I V E P A R A D I S E, C A 9 5 9 6 9 r F L T E N G I N E E R I N G 5 7 9 0 'CLARK ROAD PARADISE, CA 95969 ( 530 ) 8720254 ., F LT ENWHECMNO STRUCTURAL C LCMLAMOO NS CML • S(RLICTLKW BY �L T Q (916) 8720254 FAX (916) 872-9331 / DATE: ! SHEET No. / OF ✓72 5190 CLARK ROAD, PARADISE. CALIFORNIA 95969 _ CHECKED W. DATE: JOB No. IP SUBJECT: �if�T/G ��iE�/ f Lit T L — SSI% PMECT: �, STD SO,�, I 73 ,veeje- Y C,zekF& / rF s�J.B �/E�T O� T��E� C✓tt�S /s �9 � T/FFG- �� !�r'T L O` COf%!/C•t�T/D<f%G lr%OO,D �.e,{-17F CO.r>ST.� �JGTTp�. . 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CALIFORNIA 95969 Q$IECT: STRUCTURAL C ALC ULATOOo OSS BY: X=�—'% DATE: ! 1� SHEET W. / OF 3z CHECKED BY: DATE: JOB No. ti SUBJECT: . /4 . — �if�T — `QST -�/.� • (C�,vT. J (7/3 t ZK BIZ, Z = 1./,� Ar�- _ /,/Vpe9 -?2 "C� _ / /T'' 3, � _ , //Z ' // ---- IltlOT �. /14t 7,/• �// /2,`� �� `e- ���C`CT 7= 32.0 L0!2 ,< (Z/x �Z -� /Nr z. � .3O * /3. /x Z/ -� // 2x /3.z 007,- 22x39 = 3v�7 x 47 OT, 73.1 ¢w = , O-lg�3 F LST EMMMEERM STRUCTURAL C ALCULAMONS CML • STRUCTURAL BY., DATE (� 9(P SHEET No. � OF (916) 872-0254 FAX (916) 872-9331 / 5790 CLARK ROAD. PARADISE, CALIFORNIA 95969 CHECKED BY DATE: , JOB No. SUBJECT: P &ECT: (6:W27). 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D/2 a , D f- � 1`�ily. ,SGB = , D�511 Z -,/- p70 os 1'3 - y y 2¢ 32 PROJECT : SANDERSON RESIDENC=E JOB NO. : 812e DATE : 8/1998 CALCIS BY : FLT SUBJECT: CONC. MASONRY =:ANTILEVER RETAINING WALL --------------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE i_OMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU Fm (PSI) : GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP) : OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF):' TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN`2) 9d'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.007 007 5.35 #4 @ 368. MIN. VERTICAL REINF. — .12 % ( IN"') : MIN. HORIZONTAL REINF. — .08 % (IN'2): DESIGN REINF. — VERTICAL: #4 C 16 — HORIZONTAL: #4 C 3 COMBINED STRESSES C WALL: EFFECTIVE RATIO OF REINF. — p: MODULAR RATIO — n: COEFFICIENT — ACTUAL RATIO OF DISTANCE COEFFICIENT — 2/ki: ACTUAL COMPRESSIVE STRESS OF CMU — fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. — fs (KSI): COMBINED STRESSES C WALL: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916 ) 872-0254 SHEET P OF 32 LEVEL 30 0 40 2500 ) 1500 NO 250.00 .05 1.73 2.S7 2.17 7. 6 7.6 135 84 0.07 0.05 0. . 1 ti's 0.073 0.44 < 1.0 0.0023 25.8 0.292 (.903 7.587 13.54 < 250.00 lc ) 0.85 < 20.00 0.44 PROJECT : SANDERSON RESIDENCE JOB NO. _: 8128 DATE 8/1998 GALC I S. BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF GONC:ERTE (PCF): OVERTURNING RATIO - MIN: MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRIC=TION i=OEFFIC:IENT - Fc: FOOTING DEPTH (INi=HES): ' FOOTING WIDTH HEEL (INi=HES): - TOE (INCHES): FOOTING KEY - WIDTH (INC:HES): FOOTING KEY - DEPTH c: I Ni= HES) : - BACK TO BAS=K OF FOOTING (INCHES): TOTAL WIDTH OF FOOTING (INi=HES): OVERTURNING FORCE - Fo (KIP) : OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP) : FOOTING AREA - Af (FT"2) : SECTION MODULUS - S (FT"3) : SOIL PRESSURES - DL ONLY - SPt (PSF): SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): SPh' (PSF): SLIDING RESISTING FORCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE C TOE - Fv (KIP): MAX. MOMENT C TOE - Mt (FT -KIP): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET ? OF 2Z 100 150 1.5 2.5 1500 0o x).35 1 E 8 0 0 0 22 AREA REINF. (IN"2) 'd'(IN) SIZE & SPA (IN) ----------------------------------------- 0.020 X20 8.75 #4 C 117.4 DESIGN TOE REINF.: #4 C 16 0.15 0.16 0.73 0.79 4.99 0.63 0.05 0.04 1.83 (x.56 466.20 < 1500 333.46 o Jv:l �7 1203.95 < 1500 1482. 98 > 0 0.36 > 0.15 X 1.5 = 0.23 1.06 0.26 PROJECT : SANDERSON RESIDENT=E JOB NO. : 818 DATE : 8/1998 CALCIS S BY : FLT SUBJECT: CONC. MASONRY i_ANTILEVET' RETAINING WALL --------------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE FIATI0: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE(PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. i_OMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H(FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOT' (INCHES): - BOTTOM (INi=HES): GROUTED SOLID - WEIGHT OF GROUT CPC:FY: AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE --Fw (KIP). MOMENT - Mw (FT -KIP): AREA RhINF6 (IN -2) ------------------------------------------------ ' d' ( IN) SIZE & SPA (IN) 0.0 7 5.35 #4 @ 87.7 MIN. VERTICAL REINF. - .12 (IN"2) : MIN. HORIZONTAL REINF. - .08 % (IN"2): DESIGN REINF. - VERTICAL: #4 @ 16 - HORIZONTAL: #4 @ 32 COMBINED STRESSES @ WALL: EFFECTIVE RATIO OF REINF. - p: MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE COEFFICIENT - 2/ki: ACTUAL i_OMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): COMBINED STRESSES @ WALL: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET to OF ?Z- LEVEL Z LEVEL 30 C) 40 2500 1500 NO 250.00 .05 1{ . 73 4 c 3.5 7.6 7.6 135 84 o.18 0.21 0.109 0.073 0.62 < 1.0 0. 0023 25. 8 0.29 0.903 7.587 56.83 < 250.00 0.6 PROJECT : SANDERSON RESIDENCE JOB NO. : 8128 DATE 8/ 1'x'38 CALCIS BY : FLT FOOTIP•G DESIGN: ------------- DENSITY OF SOIL (PCF): DENSITY OF i_ OM= ERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE CPSF): FRIi=TION i=OEFFIi=IENT - Fc: FOOTING DEPTH (INCHES): FOOTING WIDTH - HEEL (INCHES): - TOE CINi=HES): FOOTING KEY - WIDTH !: I NC HES) : FOOTING KEY - DEPTH (INCHES).- . - BACK TO BACK OF FOOTING (INCHES)- TOTAL INi=HES):TOTAL WIDTH OF FOOTING (INCHES): OVERTURNING FORT=E - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT"20 SECTION MODULUS - S (FT"3): SOIL PRESSURES - DL ONLY - SPt-(PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh° (PSF): SLIDING RESISTING FOR=E - Fr (KIP): FOOTING - TOE: EARTH VRESSURE @ TOE Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. CIN'2) 'd'(IN) SIZE & SPA CIN) ------------------------------------------------ 0.037 ----------------------------------------------- 0.O37 8.75 #4 @ 65.6 DESIGN TOE REINF.: #4 @ 16 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET // OF 72 100 150 1.5 2.5 1500 0o 0.35 6 0.30 0.46 1.08 1.4' 3.13 0.97 0.19 0.20 2.17 0.78 753.54 < 1500 )I 242.38 > 0 1404.60 ?4.60 < 1500 0 1188.25 0 0.48 > 0.30 X 1.5 = O.46 1.35 0.47 PROJECT : SANDERSON RESIDEN►=E JOB NO. : 8128 DATE : 8/1993 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS./LN. FT. GRADE SLOPE RATIO: . SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED.- ALLOW. EQUIRED:ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP) : OVERALL HEIGHT.OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOT' (INCHES) : BOTTOM (INC:HES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIP) : MOMENT - Mw (FT -KIP): AREA REINF. (IN' ) , d' (IN) SIZE & SPA (IN) ------------------------------------------------- 0.072 172 5.35 #4 @ 33.4 MIN. VERTICAL REINF. - .12 % (IN' 2 : MIN. HORIZONTAL REINF. - .08 % (IN'2): DESIGN REINF. - VERTICAL: #4 @ 1E -'HORIZONTAL: #4 @ 3 COMBINED STRESSES @ WALL: EFFECTIVE RATIO OF REINF. - p: MODULAR RATIO n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE COEFFICIENT 2/ki: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): COMBINED STRESSES. @ WALL: FLT ENGINEERING 579 ► CLARK ROAD PARADISE, CA (91 G) 872-0254 SHEET /Z OF &Z LEVEL 30 0 40 2500 1500 NO 250.0C-) .05 1.73 5.33 C . 3J3J 4.83 7.6 7.6 135 84 0.35 0.56 0. 109 0.073 ►73 0.99 < 1.0 0.0023 25. 8 0.292 0.903 7.587 149.34 < 250.00 9.33 < 20.00 0. 99 4.3 PROJECT : SANDERSON RESIDENCE JOB NO. : 818 DATE : 8/ 1'3'38 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONI= ERTE (PCF):. :. OVERTURNING RATIO — MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: FLT ENGINEERING 57901 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET A? OF 3Z 100 150 1.5 2.5 1500 00 0.35 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH — HEEL (INCHES): 10 DESIGN TOE REINF.: ##4 — TOE (INCHES): 14 FOOTING KEY — WIDTH (INC:HES): 6 FOOTING KEY — DEPTH (INCHES): 6 — BACK TO BACK OF FOOTING c: INCHES) : 10 TOTAL WIDTH OF FOOTING (INCHES): 32 OVERTURNING FORCE — Fo (KIP) : OVERTURNING MOMENT — Mo (FT—KIP): TOTAL RESISTING WEIGHT — W (KIP): RESISTING MOMENT — Mr (FT—KIP): OVERTURNING RATIO — SF NET MOMENT — Mn (FT—K:IP): ECCENTRICITY — e (FEET): ECCENTRIC: MOMENT — Me (FT—KIP): FOOTING AREA — A f (FT`") : SECTION MODULUS — S (FT"3): SOIL PRESSURES — DL ONLY — SPt (PSF): — SPh (PSQ : SOIL PRESSURES — ADDED LL — SPt' (PSQ : — SPh' (PSF): SLIDING RESISTING FORCE — Fr (KIP): FOOTING — TOE: EARTH PRESSURE C TOE — Fv (KIP): MAX. MOMENT C TOE — Mt (FT—KIP): AREA REINF. (IN' 2) -----------------------------------J.------------- 'CII (IN) SIZE & SPA (IN) 0.072 8.75 #4 C JJ. 2 DESIGN TOE REINF.: ##4 C 16 0.51 0. 99" 1.55 2.62 2.65 1.63 0.29 0.44 2.67 1.113 948.11 < 1500 13.8'3 > 0 1377.90 < 1500 1081.60 > 0 0.77 > 0.51 X 1.5 = 0.76 1.74 0.93 PROJECT : SANDERSON RESIDENCE JOB NO. : 8128 DATE : 8/1998 . CALCIS BY-: AT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL _______________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF -WALL - TOP (INCHES)- - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL.(PSF): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): LEVEL 30 0 40 2500 1500 NO 250.00 .05 1.73 6.67 6.17 7.6 11.6 135 133 0.57 1.17 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET /f OF 3Z - AREA REINF. (IN^2) 'dl(IN) ________________________________________________ SIZE & SPA (IN) 0.086 9.29 #5 @ 43.1 MIN' VERTICAL REINF. - .12 % (IN^2): 0.167 MIN. HORIZONTAL REINF. - .08 % (IN^2): 0.111 DESIGN REINF. - VERTICAL: 65 _' 1�4 - HORIZONTAL: (An =0: -7-20' COMBINED STRESSES @ WALL: 0.69 < 1.0 EFFECTIVE RATIO OF REINF. - p: 0.0021 MODULAR RATIO - n: 25.8 COEFFICIENT - k: 0.279 ACTUAL RATIO OF DISTANCE - j: 0.907 COEFFICIENT - 2/kj: 7.915 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 107.76 < 250'00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 7.19 < 20.00 COMBINED STRESSES @ WALL: 0.69 PROJECT : SANDERSON RESIDENCE JOB NO. : 8128 DATE 8/1998 CALCIS BY FLT HEIGHT FROM TOP OF THE WALL - H' (FEET): HEIGHT FROM TOP OF THE SOIL - Hr's (FEET): THICKNESS OF WALL - BOTTOM2 (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH 'PRESSURE - Fw2 (KIP)- MOMENT KIP):MOMENT C Hwy - Mw' - (FT -K I F') : AREA REINF. (IN�2) r d' (IN) SIZE & SPA (IN) ------------------------------------------------ 0.072 5.35 #4 C 33.4 DESIGN REINF. - VERTICAL: #4 C 16 FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fr: FOOTING DEPTH (INCHES): FOOTING WIDTH - HEEL (INCHES): - TOE(INCHES): FOOTING KEY - WIDTH (INCHES): FOOTING KEY - DEPTH (INCHES): - BACK TO.BACK OF FOOTING CINCHES): TOTAL WIDTH OF FOOTING (INCHES): OVERTURNING FORCE - Fo (KIP) : OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn C FT -F::: I F') : ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - A f (FT -2): SECTION MODULUS - S (FT"3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL -- SFT (PSF): - SPh' (PSF): FLT ENGINEERING 5790 CLARK ROAD PARAD.I SE, CA ( 916) 87'2-� 254 SHEET /cr OF 3Z 5.33 4.83 7.6 135 84 0.35 0.56 100 150 1.5 2.5 1500 00 0.35 12 10 18 12 12 lig 40 0.77 1.84 2.32 5. 00 2.71 3.16 0.30 0. 70 3.33 1285 1074.03 < 1500 315.87 > 0 1297.20 < 1500 1130.70 > 0 SLIDING RESISTING FORCE - Fr (KIP)-. 1.21 > 0.77 X 1.5 = 1.16 - ^ - PROJECT : SAN DERSON RESIDENCE ' JOB NO. : 8128 DATE CALCIS BY ` ' � FOOTING - TOE: EARTH PRESSURE @ TOE,- v F (KIP):' 2.09 MAX. MOMENT @ TOE - Mt (FT -KIP): . 1.56 '. . AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) -------------------- ---------------------------- 0. 122' __-________________________0.122 ' 8.G9 #5 @ 30.4 . ' DESIGN TOE REINF.: #5 @ 16 � FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 PROJECT : SANDERSON RESIDENCE JOB NO. : e128 DATE : 3/1998 CALCIS BY : FLT SUBJECT: CONC.'MASONRY CANTILEVER RETAINING WALL ---------------------------------------- WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU = Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP) : OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HE I-GHT OF THE SOIL - 'Hr ' C FEET? : THICKNESS OF WALL - TOP (INC:HES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIR): MOMENT - Mw (FT -KIP): AREA REINF. (IN"2) 9d9(IN) SIZE & SPA (IN) ---------------------------------- -------------- 0. 155 9.29 #5 @ 24 MIN. VERTICAL REINF. - .12 % (IN"2): MIN. HORIZONTAL REINF. - .08-% (IN' 2): DESIGN REINF. - VERTIC:AL: #5 C 16 - HORIZONTAL: #4 C 24 COMBINED STRESSES G WALL: EFFECTIVE RATIO OF REINF. - p: MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE COEFFICIENT — 2/ki: ACTUAL COMPRESSIVE STRESS OF CMU — fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. — fs (KSI): COMBINED STRESSES Cd WALL: FLT ENGINEERING 5790 CLARK WOAD PARADISE, CA (916) 872-0254 SHEET /% OF ?Z LEVEL 30 C) 40 50c 1 1500 NO 250.00 .05 1.73 8 7.5 7.6 11.6 135 133 0.84 2.11 0.167 0.111 1 . 05 > 1. 0 - sE-e- .sir, Zo 0.0021 021 25.8 0. 279 0.907 7.'315 193.55 < 250.00 1.03 PROJECT SANDERSON RESIDENT=E JOB NO. : 8128 DATE 8/1998 CALCIS BY : FLT HEIGHT FROM TOP OF THE WALL — H2 (FEET): 5.33 HEIGHT FROM TOR OF THE SOIL — Hr's (FEET): 4.83 THICKNESS OF WALL — BOTTOM'S (INCHES) : 7.6 GROUTED SOLID — WEIGHT OF GROUT(PCF): 135 AVERAGE WEIGHT OF WALL (PSF): 84 TOTAL EARTH PRESSURE — Fw' (KIP): 0.35 MOMENT C Hw' — Mw' (FT—KIP) : 0.56 AREA REINF. (IN'2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.072 5.35 #4 @ 33.4 DESIGN REINF. — VERTICAL: #4 C 16 FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONC:ERTE (PCF): 150 OVERTURNING RATIO — MIN: 1.5 .— MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT — Fc: 0.35 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH — HEEL (INCHES): 12 — TOE•CINCHES): 22 FOOTING KEY — WIDTH CINCHES): 12 FOOTING KEY — DEPTH CINCHES): 1S — BACK.. TO BACK OF FOOTING c: I NC:HES) : 1' TOTAL WIDTH OF FOOTING (INCHES): 46 OVERTURNING FORCE — Fo (KIP): 1.08 OVERTURNING MOMENT — M� � (FT—KIP): 3.07 TOTAL RESISTING WEIGHT — W (KIP): 2.99 RESISTING MOMENT — Mr (FT—KIP): 7.59 OVERTURNING RATIO —.SF 2.47 NET MOMENT — Mn (FT—KIP): 4.5' ECCENTRICITY — e (FEET): 0.41 ECCENTRIC MOMENT — Me (FT—KIP): 1.2' FOOTING AREA — A f is FT� 2) : 3.83 SECTION MODULUS — S (FT'3): 2.45 SOIL PRESSURES — DL ONLY — SPt (PSF): — SPh (PSF): SOIL PRESSURES — ADDED LL — SPto (PSF): — SPh' (PSF): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) e72-0254 SHEET /,P OF SL c 1277.57 1500 0 283.34 . i i o J 1446.32 < 150 1017.'0 > 0 SLIDING RESISTING FORCE — Fr (KIP): 1.67 > 1.08 X 1..5 = 1.63 PROJECT : , SANDERSON RESIDENCE JOB NO. : 818 DATE 8/1998 CALCIS BY : FLT FOOTING - TOE EARTH PRESSURE @ TOE - Fv (KIF): 2.67 MAX. MOMENT @ TOE - Mt (FT -KIP): 2.52 AREA REINF. f IW2) ' d' f IN) SIZE & SPA r IN:> ------7 ------ ------7---------------------------- 0.198 8.69 #5 @ 18.8 DESIGN TOE REINF.: #5 @ 16 r FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA 916: 872-0254 i 54 SHEET /'7 OF 32! PROJECT : SANDERSON RESIDENCE JOB NO. : 8128 DATE : 8/1998 CALCIS BY : FLT SUBJECT: CONC. MASONRY )_ANTILEVER RETAINING WALL --------------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (FSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (FSI): SPE),IAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOT' (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (.RCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN� 2) ' d' (IN) SIZE & SPA (IN) ------------------------------------------------ 0.253 9.29 #5 @ 14.7 MIN. VERTICAL REINF. - .12 % (IN"" ): MIN. HORIZONTAL REINF. - .08 % (IN` 2 ): DESIGN REINF. _ VERTICAL: - t#5 @ -87-1 HORIZONTAL: #4-`@4 COMBINED STRESSES @ WALL: EFFECTIVE RATIO OF REINF. - p: MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE COEFFICIENT - 2/ki: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): COMBINED STRESSES C WALL: FLT ENGINEERING 5790 CLARK ROAD PARADISE,. GA ( 916) 872-0254 SHEET 2D OF ,3Z LEVEL _OC) 1 0 _ 4�:)t _ 500 15001 NO 250. 00 .05 1.73 r9. 33 8. 83 " 7.6 11.6 135 133 1.17 .44 Gb�,�'o srz�s-s�s DGt�L�,LG t�ZSL 0.167 . 1111 .1 .997 <AO �)1 e 1. 25 j'. 1. 0 — 0,,C. 0.0042 CSS. 8 l . o6'3 0.877 6.187 246.90 < 250.00 1.25 FLT ENGINEERING PROJECT : SANDERSON RESIDENCE 5790 CLARK ROAD JOB NO. : 8128 PARADISE, CA DATE : 8/1998 (916) 872-0254 CALCIS BY : FLT HEIGHT FROM TOP OF THE WALL - H' (FEET): 5.33 HEIGHT FROM TOP OF THE SOIL - Hr's (FEET): 4,83 THICKNESS OF WALL - BOTTOM'S (INCHES) : 7.6 GROUTED SOLID - WEIGHT OF GROUT (PGF): 135 AVERAGE WEIGHT OF WALL (PSF): S4 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.35 MOMENT @ Hwy - Mw2 (FT -KIP) : 0.56 AREA REINF. CIN'' ) "dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.072 5.35 #4 @ 33.4 DESIGN REINF. - VERTICAL: #4 @ 16 FOOTING DESIGN: --------------- SHEET Q OF 32 DENSITY OF SOIL (PGF): 100 DENSITY OF CONCERTE (PCF): i 50 OVERTURNING FIATI0 - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSQ : 150 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 FOOTING DEPTH (INCHES): 1 FOOTING WIDTH - HEEL (INCHES): 1 - .TOE (INCHES): 28- 8-FOOTING FOOTINGKEY - WIDTH (INGHES): 1 FOOTING KEY - DEPTHANGHES): �} - BACK TO BACK OF FOOTING (INCHES): 1 TOTAL WIDTH OF FOOTING (INCHES): 5' OVERTURNING FORCE - Fo (KIP): 1.45 OVERTURNING MOMENT - Mo (FT -KIP): 4.75 TOTAL RESISTING WEIGHT - W (k:IP): 3.57 RESISTING MOMENT - Mr (FT -KIP): 10.70 OVERTURNING RATIO - SF 2.25 NET MOMENT - Mn (FT -KIP): 5.95 ECCENTRICITY - e (FEET): 0.50 ECCENTRIC MOMENT - Me (FT -KIP): 1.79 FOOTING AREA -- A f (FTS' 2) : 4.33 SECTION MODULUS - S (FT"3): 3.13 SOIL PRESSURES - DL. ONLY - SPt (PSF): 13'37. 3 < 1500 - SPh (PSF): X5'2.09 > 0 SOIL PRESSURES - ADDED LL - SFT ( PSF) : 1437.15 < 1 500 - SPh' (PSF): 1c i10.63 > 0 SLIDING RESISTING FORCE - Fr (KIP)- *?Aq 2.15 > 1.45 X 1.5 = 2.17 ^ `' - . ' ' ' - PROJECT : SANDERSON RESIDENCE JOB No. : 8128 DATE : 8/1998 . CALCIS BY : FLT FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 3.29 MAX. MOMENT @ TOE - Mtl(FT-KIP): ' 4.15 AREA REINF. (IN^2) rd'(IN) SIZE & SPA (IN) ' ______________ __-______________________-________ '0.326 8.69 #5 @ 11.4 DESIGN TOE KEINF.: #5' @ 8 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET ZZ OF 32 8 8.. SUBJECT..-C,4/v-/-IL eYeC / I..U..- SHEET h0.._ Z ..CF.. HY.a7. r,Y ........_._......_. DA TE ....._.................................. S. s�t�vvsory �ssi�/� ETif/NI.V6 WAG GC t.. JOB NO. .__828...... _....... _.. 17.3 Avay S•v s G,v. 05F,elq-- G°JCe�rC- G.f. ' P/N/SH G�i4DE - LEI�EL .o r2 a AL 4RS 7177 . 2 ACL F,4,� CO/�lP�4CTED O ACL =A,e ' CONT. vric /r772'� ' NArVM4L 6'R14DEa� rUOTE 3 w CONC. SLr(8 -�� � � •e o :: I I . t--- CONT, CONC• CEY 0 ae U ,V BSS- v ('vNercar .eco o) 'CW rg"' Be" 'le 4',54Us 1Avr0 XEY t l"r'6 / 4'D2 ' /S 7-Y,4;A1 /2" r v,l G ------------- COWsr. PeT.4/C. KA r/102" M07-CF.' -0EPT� of COUTAO ,S E .�EDlJC�7� Al. T S Go/IC. SZ-As /S P.eOI//OED. A' X if ;q d �a. ,C, d l ..� Q. �b. `C � It ,e Af . .4./ 2�8� 2¢� 8�'— 6`r 64 — /=/O" M 2-4 — -- A#" 14. 0 41-0 A A — // — .4.3 5� }� # I �, r� 6d /04 /O`/� 69 2��� N '�!� rr 3-V — — ¢ 6�8y a N /21 /e° /00 10111041 '? �4 „3 g-O ri I ri rr a 1/61/0 /e I y 3-10" -/D r"�� s#.6 9�9N ,v a ., a Z¢`I n r, I ri '¢' ¢Q ,v NOTcS . /. DES/GN Cc,17-ec 4 AveR C.41-CU4,q Tio vs SNEc-r 7. 2, GAP fY0,e/z, 2l%"0e 40,5,4,Z p/,4. HIA.1, OF De MMia MM nn MM ,.4/N ROC'e/Z-VI FT . L7 [MaDHEENUM - Of-17OV,44 60Cr47'10NS. 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 PROJECT : SANDERSON RESIDENCE JOB NO.- : 8128 DATE 8/1998 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): 2000# WHEEL LOAD YIELD STRENGTH OF REINF. — Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU — Fm (PSI): GRAVITY LOAD — DEAD LOAD (KIP): — LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL — H (FEET): OVERALL HEIGHT OF THE SOIL — Hr (FEET): THICKNESS OF WALL — TOP (INC:HES): — BOTTOM (INC:HES): GROUTED SOLID — WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL(PSF): TOTAL EARTH PRESSURE — Fw (KIP): MOMENT — Mw (FT—KIP): AREA REINF. (IN"2) . ' d' is IN) SIZE & SPA (IN) ------------------------------------------------ 0.020 • 5.35 #4 @ 118.1 MIN. VERTICAL REINF.'— .12 % (IN^2) : MIN. HORIZONTAL REINF. — .08 % (IN"2) : DESIGN REINF. — VERTICAL: #4 @ 16 — HORIZONTAL: #4 @ 3 i_OMBINED STRESSES @ WALL: EFFECTIVE RATIO OF REINF. — p: MODULAR RATIO — n: COEFFICIENT — ACTUAL RATIO OF DISTANCE COEFFICIENT — /ki: ACTUAL COMPRESSIVE STRESS OF CMU — fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. — fs (KSI): COMBINED STRESSES @ WALL: LEVEL 3o 1 40 2500 1500 NO 250.00 .05 .J! -7 2.67 3.17 7. 6 7.6 135 84 0.15 iia 16 0.1013 0.073 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET Of OF 37— LEVEL Z 0.26 < I. o 0.0023 25.3 0.292 0.903 7.587 2.64 . 20.00 0. 26 ' PROJECT : SANDERSON RESIDENCE JOB NO. : 8128 DATE : 8/1998 CALCIS BY : AT FOOTING DESIGN: ------------ DENSITY OF SOIL (PCF): DENSITY OF CONCERTE'(PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: FOOTING DEPTH (INCHES): FOOTING WIDTH - HEEL (INCHES): - TOE (INCHES): FOOTING KEY - WIDTH (INCHES): FOOTING KEY - DEPTH (INCHES): - BACK TO BACK OF FOOTING (INCHES): TOTAL WIDTH OF FOOTING (INCHES): ' OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT -.Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTING FORCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -'IP): AREA REINF. (IN^2) ' 'di(IN) SIZE & SPA (IN) ------------------------------------------------------ 0.02(.-.) 8.75 #4 @ 121.5 DESIGN TOE REINF.: 4 #4 @ 16 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET X OFA 100 150 1.5 2.5 1500 200 0.35 12' 8 8 0 0 0 24 0.26 0.30- 0.84 .360.84 0.97 2.69 0.61 0.27 0.23 2.00 0.67 762.08 < 1500 77.14 > 0 956'33 < 1500 252.89 > 0 0.390;0.26 X 1.5 = 0.39 0.67 0.25 ., PROJECT : SANDERSON RESIDENCE JOB NO. : el2e DATE : 8/1998 CALCIS BY : FLT SUBJECT: C:ONC MASONRY i_ANTILEVET' FETAINING WALL WALL DESIGN: ------------ ALL- CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF) : 2000# WHEEL LOAD YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. i_OMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP) : - LIVE LOAD (KIP) : OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL = Hr (FEET): THICKNESS OF WALL - TDP (INCHES): - BOTTOM (INC:HES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PAF).: TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. YIN -2) J d'(IN) SIZE & SPA (IN) -------------------------------------------- 0.036 ------------------------------------------- i 1.t > 36 5.35 #4 @ 67 MIN. VERTICAL REINF. - .1 (IN"2): MIN. HORIZONTAL REINF. - .08 % (IN�' ) : DESIGN REINF. - VERTICAL: #4 C 16 - HORIZONTAL: #4 C 3' COMBINED STRESSES C WALL: EFFECTIVE RATIO OF REINF. - p: MODULAR RATIO - n: COEFFICIENT --k: ACTUAL RATIO OF DISTANCE -..j : COEFFICIENT - 2/ki: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): COMBINED STRESSES L WALL: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET At OF 3Z LEVEL 30 1 40 2500 1500 NO 250. 00 .05 37 3. 33 3.83 7.6 7.6 135 84 0.22 0.28 0.109 0.073 0.39 < 1.0 0. 0023 25.8 0.292 0.903 7.537 74.46 <:. 250.00 4.65 < 20100 0. 39 13,2 PROJECT : SANDERSON RESIDENCE JOEL NO. : 8128 DATE : 8/1998 CALCIS BY :'FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF i_ ONi= ERTE (PCF): OVERTURNING RATIO - MIN: - Max.: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: FOOTING DEPTH C I N)= HES:) : FOOTING WIDTH - HEEL (INCHES): - TOE !: INi :HES:) : FOOTING KEY - WIDTH (INGHES): FOOTING KEY - DEPTH (I N)= HES :) : - BACK TO BACK OF FOOTING (INCHES): TOTAL WIDTH OF FOOTING (INCHES): OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT -'Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - A f (FT^2): SECTION MODULUS - S (FT"3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF ) SOIL PRESSURES - ADDED LL - SPtl (PSF): - SPh' (PSF): SLIDING RESISTING FORCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE G TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): FLT ENGINEERING 5790 CLARK WOAD PARADISE, )_A (916) 872-0254 SHEET Z% OF .332- 829.43 Z 100 150 1.5 2.5 1500 00 0.35 12 10 10 C) 0 0 8 AREA REINF . (IN"2) r d' (I N ) SIZE & SPA (IN) -------------------------------------------------- . 0.030 30 8. 75 #4 @ 79. DESIGN TOE REINF.: #4 @ 16 0.35 0.56 1.07 1.48 .6 0.92 0.31 0.34 2.33 0.91 829.43 < 1511() 91.02 > 0 994.80 <:. 1500 242.80 80 . 0 (-).48 w 0.35 X 1.5 = 0.5'i 0.83 0. 39 PROJECT : SANDERSON RESIDENCE JOB NO. : 8128 DATE : 8/1998 CALCIS BY : FLT SUBJECT: CONC. MASONRY i_ANTILEVER FETAINING WALL --------------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF) : 2000# WHEEL LOAD YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE i_OMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. i_OMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP) : OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET):- THICKNESS FEET):- THI►_KNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE •- Fw (KIP) : MOMENT - Mw (FT -KIP): AREA REINF. (IN�2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.058 5.35 #4 @ 41.3 MIN. VERTICAL REINF. - .12 % (IN"2) : MIN. HORIZONTAL REINF. - .08 % (IN''' -20 DESIGN REINF. - VERTICAL: #4 @ 16 - HORIZONTAL: #4 @ 3 COMBINED STRESSES @ WALL: EFFECTIVE RATIO OF REINF. - p: MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE - j: COEFFICIENT - 2/ki: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI) : ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): COMBINED STRESSES @ WALL: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET Z� OF 3Z LEVEL 3C) 1 4►_► 250( ) 1500 NO 250.00 .05 .37 4 4.5 7.6 7.6 135 84 0.30 0.46 0.1019 0.073 0.58 <. 1.0 25. 0.0023 25.8 0.29 0.903 7.587 120.78 < 250.00 7.55 < 20.00 0.53 PROJECT -:'SANDERSON RESIDENCE JOB NO. : 8128 DATE : 8/ 1'3'38 CALCIS BY : FLT FOOTING DESIGN: ---------------- DENSITY OF SOIL (PCF): DENSITY OF i_ ONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEADING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: FOOTING DEPTH- C INCHES) : FOOTING WIDTH - HEEL INCHES): - TOE (INCHES): FOOTING KEY - WIDTH CINCHES): FOOTING KEY - DEPTH CINCHES): - BACK: TO BACK: OF FOOTING CINCHES): TOTAL WIDTH OF FOOTING CINCHES): OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET) : ECCENTRIC MOMENT - Me (FT -KIP:): FOOTING AREA - A f QT -Q: SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTING FORCE - Fr (K:IP): FOOTING - TOE: EARTH PRESSURE C TOE - Fv (KIP): MAX. MOMENT G TOE -,Mt (FT -KIP): FLT ENGINEERING 5790 CLARK WOAD PARADISE, CA (916) 872-0254 SHEET Z9 OF 3Z 100 150 1.5 2.5 1500 20!i 0.35 1 10 14 6 6 10 rJ.�- -. AREA REINF. (IN�' ) 9 d' ( IN) SIZE & SPA C IN) ------------------------------------------------- 0.053 3.75 #4 @ 45.4 DESIGN TOE REINF.: #4 @ 16 0.45 0.83 1.31 2. 18 2.62 1.34 0.31 0.40 2.67 1 . 1 '3 827.67 < 1500 153.39 > 0 919.59 < 1500 338. 97 > i 1 0.68 > 0.45 X 1.5 = 0.68 1.03 0.68 PROJECT : SANDERSON RESIDENCE JOB NO. : 818 DATE :-8/1998 CALCIS BY : FLT FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 20 OF 32z - .05 3Z SUBJECT: CONC . MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): 2000# WHEEL LOAD YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT.OF.THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw is k:: I F') : MOMENT - Mw (FT -E:: I P) : AREA REINF. (IN�2) 9d'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.088 5.35 #4 @ 21. MIN. VERTICAL REINF. - .12 % (IN"2) : MIN. HORIZONTAL REINF. - .08 % (IN" 2): DESIGN REINF. - VERTICAL: #4 C 16 - HORIZONTAL: #4 @ 3' COMBINED STRESSES @ WALL: EFFECTIVE RATIO OF REINF. - p: MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE - j: COEFFICIENT - 2/ki: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): =:OMBINED STRESSES @ WALL: LEVEL r''30— �- 1 ) 40 2500 1500 NO 250.00 .05 .37 5.-17 7.6 7.6 135 84 0. 40 0. 6'3 0.1013 0.073 0.83 < 1.0 0. c_ 023 25.8 0.292 0.903 7.587 133.15 < 250.00 11.45 < 20.00 0.83 PROJECT : SANDERSON RESIDENT=E JOB NO. : 8128 DATE : 8/1998 CALCIS S BY : FLT FOOTING DESIGN:, DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: FOOTING DEPTH (INCHES) : FOOTING WIDTH - HEEL (INCHES). - TOE (INi=HES): FOOTING KEY- WIDTH (INCHES): FOOTING KEY - DEPTH c: INCHES) : - BACK TO BACK OF FOOTING(INCHES): TOTAL WIDTH OF FOOTING c: I NCHES) : OVERTURNING FORCE - Fo (KIP) : OVERTURNING MOMENT - Mo (FT -KIP) : TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - A f (FT' 2) : SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF):. SOIL PRESSURES - ADDED LL - SPt' (PSF): SPh' (PSF): SLIDINim RESISTING FORCE - Fr (KIP) : FOOTING - TOE: EARTH PRESSURE C TOE - Fv (KIP): MAX. MOMENT C TOE - Mt (FT -KIP): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 21 OF 3Z 100 150 1.5 2.5 1500 00 0.35 1 1 16 8 8 12 3 6 J 0.57 1.17 1.6 3.04 . 59 1.87 0.34 0.56 3. 00 1.50 909.90 <. 1500 167. 62 > 0 996.24 < 1500 327. '36 . 0 Ole, o. 84 ,�&O. 57 X 1.5 = O. 86 AREA REINF. ( IN' ) ' ' d' (IN) SIZE & SFA s: IN) -------------------------------------------------- 0.073 8.75 #4 @ n 33 1 JJ DESIGN TOE RE I NF .: #4 Cd 16 1.24 0.93 J i'Y 6....8 SUBJECT.C,4A1T/LeVec C M.0O......F.. 34 ._. :.Ht:�.. SY........_._......_.DATE ,�ETi4/N/.VG `V.4GG ..... _.........................---..........._..___...........-------..._........._......._..._............__....---......._......_ JOB S. S'.r�/�,�sov •��sco. /7�3 S.�/oy SP,e/�/�s L,ci. ���,�y G�F�,c' C.¢, OR2r2 p BARS , 2 rCL FA,P CO/9P.4C77C D (9D % .eEF44rM.=1 O CL 5Ae / CO/7f CT/Dit/ P_ #2 ries c /6 CONT A4 ' r r NAGR14oF CO.VC. SLAB rC � BA,2S I i � "- BARS Ci D2 • COW-. CONC • ,CeX 0 lP "- BkRS' �- - - NOTE : DEPTH Qv- ADZ /� COl/G D BF .eE�!/CEO CO.t/ST. 1��T•4/L g By 8 A'WEF&E A C011C. H, T S. N/�iLL I "y/ i° hr2 ori �T2 D/ Al D2 :4 d NB C 4 �C. ~ ,a. ` `b , `c d `e 24"N 8r — /2� -- g° gn _ 2_py 4e/6° 4e32¢e/6 3.2 3 4 a /i rr — y — /D' /O" a- 6.3 ¢�Oy NOTES P&.e C,41-Ce,4A TiO.yS S/,'erCT 7. 3. PFieFORo r.e.4/.y P/PC• M M n M OF D,e.4/N �'OCK�L.V Fj. F LSV IEMOG�]C C " OHa - 0P770M*e LOGAT/ONS, 5790 CLARK RD., PARADISE, CA. 95969 (916).872-0254 — n �0 W CO IUD IUD &a J J IQ �Z V r 00 � y U� `t a p ` 4e t Z ILl A o .► o OJLl o J G J W acv N �J v IY �N V L- Q FH f COPY of Document Recorded 09 -Apr -1999 1999-0015286 Has not been compared with original BUTTE COUNTY RECORDER AND NVHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26,-8 of the Butte County Code requires this acknowledgment to be recorded.prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property_ should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte. State of California. described as follows: Date 7 PROPERTY OWNERS: State of California ,� County of On y - 7 9 Gi before me, I(L personally appeared _�� (✓{ ((d��- �(,� �r� (/1 vrsonalh known to me (or proved to me on the basis of satisfactory evidence) to be the perso whose name(s) is/are subscribed to the within ins ment and acknowledged to me that6/she/thee executed the same inita��/their authorized capacity(ies•), and that byis /their signature. on the instrument, the personKor the entity upon behalf of which the person( acted, executed t e instrument. II SS my ban and official seal. SANDRA HICKETHIER Commission # 1193415 Z Notary Public - Califomfo Si atu e�� C'9111 &- Seal: Butte County My Comm. EVies Sep 11, 22 . / - L! - 1-7--) -A 89-39466 :r No. 32333 DESCRIPTION All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL ONE: A portion of Section 2, Township 20 North, Range 5 East, M.D.B. & M., and more particularly described as follows: COMMENCING at the Northwest corner of the Southwest quarter of the Northwest quarter of said Section 2; thence South 0°09'55" East along the West line of said Section 2, a distance of 1280.0 feet; thence South 89°40'54" East a distance of 1013.37 feet to the point of beginning for the parcel of land herein described; thence South 0°12'35" East 640 feet; thence South 89°40'50" East to a point on the East line of the West half of the West half of said Section 2; thence North 0'20'05" East along the East lint of the West half of the West half of said Section 2, a distance of 640 feet to a point that bears South 89°40'51" East from the point of beginning; thence North 89°40'54" West 337.79 feet to the point of beginning. TOGETHER WITH a right of way for road and public utility purposes over a strip of land 60 feet in width the centerline of which is described as follows: COMMENCING at the Northwest corner of the Southwest quarter of the Northwest quarter of Section 2, Township 20 North, Range 5 East, M.D.B. & M.; thence South 89°41' East along the North line of the Southwest quarter of the Northwest quarter of said Section 2, a distance of 1070.63 feet to the point of beginning for said centerline; thence South 8°53'55" West 323.62 feet; thence South 0'12'35" West 2062 feet to the end of said centerline. P.LSO TOGETHER WITH a right of way for road and utility purposes over a strip of land 60 feet in width, the centerline of which is described as follows: COMMENCING at•the Northwest corner of the Southwest quarter of the Northwest quarter of Section 2, Township 20 North, Range 5 East, M.D.B. & M., thence South 89° 41' East a distance of 340.58 feet to the point of beginning for said centerline; thence South 0' 02' 25" East 2160 feet, thence'south 14" 58' 20" East 166.92 feet; thence South 7" 37' 29" West, a distance of 60 feet and the end of said centerline. (continued) I er No. 32333 DESCRIPTION (continued) Continuation of Parcel One: 89-39466 3 ALSO TOGETHER WITH a right of way for road and utility purposes o-er a strip of land 60 feet in width, the centerline of which is described as follows: ^_OWIENCING at the Northwest .7orner of the Southwest quarter of the Northwest quarter of Section 2, Township 20 Ncrth, Range 5 East, M.G.B. & M.; thence South 89° 41' East along the North line of the Southwest quarter of the Northwest quarter of said Section 2, a distance Df 340.58 feet; thence South 0° 02'25" East, 320 feet to the point of beginning for said centerline; thence South 89° 40' 58" East 679.76 feet and the end of said centerline. PARCEL TWO: non-exclusive right of way for road purposes over a strip of land 60 Feet in width, the centerline of which is described as follows: COMMENCING at the Northeast corner of Lot 3 in Section 2, Township 20 North, Range 5 East, M.D.B. & M.; th cr,ce South 89° 50' 18" West along the Northerly line of Lot 3, a distance of 449.44 feet to the point of beginning of the following described centerline; thence from said point of beginning, South a distance of 522.64 feet; thence North ;9° 52' 30" West, a distance of 1168.58 feet; thence South 482.08 feet to the end of said c(:nterline. ALSO TOGETHER WITH a right of way for road and utility purposes over a strip of land 60 feet in width, the centerline of which is described as follows: COMMENCING at the Northwest corner of the Southeast quarter of the Southeast quarter of Section 35, Township 21 North, Range 5 East, M.U.B. & M.; thence South 00°1 35' 10" gest a distance of 29.47 feet along the West line of the Southeast quarter of the Southeast quarter of said Section 35 to a point on the centerline of Canyon Creek Road, also known as Rockefeller Road; thence leaving the West line of the Southeast quarter of the Southeast quasrter of. said Section 35, and running along the centerline of said Canyon Creek Road, North 71` 06' 05" West, 52.99 feet and North 53' 19' 05" West, 143.94 feet; thence South 44° 55' 05" East 30 feet to the true point of beginning for•the following described centerline; thence from said true point of beginning, South 45° 04' 55" West 272.58 feet; thence South and parallel with the North and South centerline of said Section 35, to a point which bears North and perpene..icularly distant 30 feet from the Southerly line of said Section 35; thence Westerly and parallel with the Southerly line of said Section 35, a distance of 980 feet, more or less, to the North and South centerline of said Section 35 and the end of said centerline. END OF DOCUMENT School District A.P. Number Property Owner Property Location/Ac Subdivision BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Now - I I-¢. Building Department No. Jurisdiction: City County Residential Development Commercial/Industrial M No of Living Units New LVL NV. ................................................................................................................... € Sq. Footage Mobile Home Addition/ 'Supplemental to (Group R) Installation Conversion Permit # *(No foundation inspection): !................................................................................................................... iG. ;�.�. , a�.. .jam ,t• , _::il r: .._.¢ . ,.:. ,..., •`JF .�',—. i�' .. �..: •. � c:.r , Sq. Footage Aridifinn (Including Exterior (door dans reviewea Dy acnooi uistnct District Identification No. n���033 School District certifies that (Street Address) (City) (State) has complied with the requirements of Resolution No. representing square feet. Representative K Roofed Areas) •I Date (Applicant) (Phone Number) (Zip Code) by payment of $ . AB 2926 $ FULL MITIGATION = -!. Date Paid by Check x Remarks: Butt'—Ovi'yi''eC, ,` 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(x), 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 ICEQA)., this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis 110/98)dmm COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: STUART SANDERSON ADDRESS: 173 SANDY SPRINGS LN. CITY & STATE:— BERRY CREEK, CA 95916 DATE OF CLAIM: 9/28/98 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES IMPORTANT.• SEE INSTRUCTIONS C7AI Cc%lcmr-o I- M- - � • .�v..n.7G �71UC DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT OWNER DECIDED NOT TO BUILD. A.P. 071-430- ECEIPT 244993, DATED 8/25/98, OWNER: STUART SANDERSON.) TOTAL AMOUNT PAID.. .............:$627.90 RETAIN REFUND PROCESSING FEE.............$25.00 ' ETAIN BUILDING PERMIT FILING.FEE........ $20.00 RETAIN PLUMBING PER RETAIN ELECTRICAL PERMIT FILING FEE ....... $20.00 -RETAIN ,1 -HOUR PLAN CHECKING FEE .......... $46.00 RETAIN SRA PLAN G9-vGvT41 TOTAL AMOUNT TO BE REATINED TOTAL AMOUNT TO BE RF.FIJNDFD- $432 --90 TOTAL 433 E I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true iand correct as stated. Dated this c;)V�- day of, 19at Q�,tiO Calif. Signature of Claimant the undersigned, hereby certify that, to the best of my knowledge, the services or articles s ified above ham een p rformed or delivered and II, that there is a Budget Appropriation [ I or Specific Board Approval [ I (Check one) for the m . iDated this 28TH day of SEPT. � 19 , a OROVILLE Calif. Departent Head or Authorized Deputy Dept. Code 440-002 Exp. Code 4210500 PAYABLE FROM_ CONST_RUCTTON PFRMTT-q FUND Dept. Code Exp. Code PAYABLE FROM FUND Dept Code Exp. Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ.. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. FOR BUILDING DIVISION USE: 'n —1 --- - Receipt Information: Number: Date: Issued To: Amount: Fees Retained: ✓Processing Fee Bldg Filing Fee: ,/Plbg Filing Fee: VXElec Filing Fee: V/Mech Filing Fee a44gq3 Energy P/C Fee: N�. Plan Check Fee: /Inspection Fee: SRA Fee: P16 - Total Amount Retained TOTAL REFUND DUE Y6,OD $ 3. JD $ I q 4, oz) $ � 3 -go y REFUND CLAIM APPLICATION CLAIMANT'S NAME ���� �� �� V"cj )p— rSc9 h MAILING ADDRESS �; P f` t+,!57 S L ferry c�e2k c qui! ASSESSOR PARCEL #: -7 RECEIPT NUMBER(S) L/ Request a refund of fees paid on the above receipt number(s) for the following reasons: 51ck, • f i Please refund any applicable fees in the following categories: (Check those categories which you wish to have refunded.) ( Building Permit Fees ( ) Sheriff Fees ( (NQ SRA Fees (CDF Fire Planning) ( ) Urban Area Fees Disposition of Plans: t ( y Plans returned to me at counter I' g f f ( ) Please mail plans to me at above address. ( ) Please dispose of plans. < j SIGNATURE DATE PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ­ 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 �, nin (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBERDONNO '��SZ BUILDING PERMIT O1N"ER �-���� S "E SO. FT. OCC. BUILDING VALUATION . OWNER'S MOUL!"T CONTRACTOR'SNAME T[tIPYpNE CONTRACTOR'S MALUNG ADDRESS SO , CONSTRUCTION LENDER 5 Fireplace �(/,'� . O LENDER'S MNUNG ADORESS Total Valuation 3 ARCNrtEcr OR ENGINEERNEFA LICENSE NO' Filin Fee $ ARcwmcr OR emwER'S MwNG ADDRESS Permit Feb � $ Plan Checkin Fee .,Z $ euaDwGADOREss > / c L - n r Energy Plan Checking Fee g2l S s D . PERMIT FEE _IDT NO. BUBDNISION'SHAME PARCeL MAP PLUMBING PERMIT Filing Fee USEOFSTRUCTURE SF)4 Duplex O Mobilehome ❑ Other SPECIFY Each Tr ) 7.00 Solar or heat um water heater 23.00 Water Water piping 15.00 . es water heater or vent O TYPE OF WORK New)4 Addition ❑ Remodel O UUJUw O instaitation O Other ❑ Describe Work: � 2 bleo��o Gas piping tem 1 - 5 outlets Buildingsewer JOO Mobile Home S G W PERMIT FEE _ ELECTRICAL PERMIT 20.00 Filing FeeLESS Main Service p°OOV,�OORLEESS 23.00 LICENSED CONTRACTOR'S DECLARATION 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 License Class Lic, No, OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project 0 1 am exempt under Sec. , Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation Insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I she.. forthwith comply with those provisions. X Date Signature of Applicant - O Owner O Contractor O Agent An OSHA permit is required for excavations over 50' deep and demorltlon or construction of structures over 3 stories in height Main Servicel 20M TO IOOOA 48'00 •g NEW COMT.I as ADa""'c. eID�'s. P. 3.5tFT. Nor�RFM MUuwunEr Q7 .50 gs APPA a -M OURET dR Ex. Occup.ovnEToR PxtuRES .. ew a .50 Ex. Occup. ==Z-)& 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23,00 0- PERMIT FEE i MECHANICAL PERMIT Filing Fee 20.00 Heating Coolin Hood 6.50 Ventilation tcS . W PERMIT FEt t e Mobile Home Installation Fee $ Energy Inspection Fee S •(�� OCC CONST. TYPE TOTAL FEE $ NAL O g PIP FL000 COP PARCEL PO NO ISSUE This permit is hereby Issued, under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Q Date (� N To ReceiptNo. ' J X90 WHITE-D.D.S.-S.D. CAN Y -ASSESSOR PINK-INSPECTO GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 T No. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 71-43-52 ZONING - BUILDING PERMIT OWNER SANDERSON , STUART TELEPHONE 589-3062 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 173 SANDY SPRINGS LN. BERRY CREEK CONTRACTOR'S NAME OWNER TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 173 SANDY SPRINGS LN. Energy Plan Checking Fee $ BERRY CREEK $ PERMIT FEE $ LOT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF X1 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New )q( Addition ❑ Remodel'O Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW S/F 2 BEDROOM Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 - Main Service eoov OR LEss 200A OR LESS 23.00 ' 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. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and' Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A J 46,00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BLD S. SO 3.5¢FT. rN,ON-RES D. CTI OcU LUT 97.50 POWER APPARATUS 8 SINGLE OUr. CIR. Ex. Occu OUTLET OR FIXTURES 20 � 1.00 BAL p .so UNS Ex. Occup. OuiLEtDrSA RES D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling\ Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 9, 1 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. (� I Xen-- X��-(/��Dateindicated Sign ture of Applicant - Owner ❑ Contractor ❑ A An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD CDF PARCEL PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Dete Receipt No. WHITE -D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT f COUAWY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 T PERMIT APPLICATION DATA SHEET so -71, ASSESSOR PARCEL OWNER: _ Q Proposed Building Use: Cl XL. Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been signed y the submitted.----------- -- - ---------- - na----- �-------------------------------------------- CP Plot plans, 3/4 sets preparer o1pl .---------�--- ------------------------------------------- 60_Z Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- v 7 . Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- ;ko"Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ Oergy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- 118. -------------------------------------------------------- ❑8. Hazardous Material Form.------------------------------------------------------------------------------------------ _ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ Qjo 6. Fees of $------------------------------------------------------------------------------------- -_ . Impact fees as shown on the attached schedule.----------------------------------------------------------------- _ p1-2'California Department of Forestry plan approval/fees.--------- fj � S ?} ❑ 13. Flood elevation certificate.---------------------------------------------------------------------------------------- - Sanitation and plot plan approval OfBV t 1fealth Department. ------------------------------------------- Ell 5. ------------------------------------------❑15. City of Chico plumbing permit.----------------------------------------------------------------------------------- - ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- _ ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- 1:118. ------------------------- ❑18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ------------------------ 0 ---------------------❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- _ ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number. ----------------------- (Jw. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - 1:124. Letter of signature authorization. M25. Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. ------ ❑ 27. Manufactured Home utility 'clearance. -------------------------------- 028. Existing violations and/or expired permits. -------------------------- 029�C7433 A, ❑Grant Deed, 11M.H. Title, 11 Check to H.C.D $_ R30. Other: ('�c,�li/YQ�v 1 RJtA� �A-�_ Cl*� -y;A A-�p" When you issue the permit, process as follows ❑ Mail to owner, ❑Mail hd V'4elephone �� - I ` _ �cc and hold for pickup at Oto office. ❑ Deliver with inspector. (Date) t Applicant: — e,�� Date: -ZS Copy of Haz-Mat form sent ❑ Health Department, 13 Fire Department, C1Au Pollution Date: By: Copy of plans sent ❑ Health Department, 11Fire Department, ❑ Other: I Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by phone, ❑ mail, ❑ Building Division counter, by ate: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. k -r_ G 6� (,(-" u -P Nt. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER Si—vo—A � PROPOSED BUILDING USE l . BUILDING PERMIT FEES -- Balance Due ................ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ......:. I x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. .5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A. P. # DATE > r REC # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Original -Owner Copy -Building Div. (Rev. 12/96) OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your si ...=03 -, Please complete and return this information at your earliest opportunity to avoid unn ccessats► delaiy in processing and issuing your building ' permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES 10 NO 0 2. I HAVE @t HAVE NOT 0 signed an application for a building permit for the proposed woi1L' 3. I have contracted with the following person (firm) to provide the proposed construction: _.'''__. ADDRESS: CTT'y::,• PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coodina*,; supervise, and provide the major work: NAME: ? ADDRESS: CITY: 4. PHONE: CON'TRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE - TYPE OF WORK SIGNED: PROPERTYOWNER:` _ SOCIAL SECURITY NUMBER: DATE: Owner -Builder Verification is required by Section 1993rarWt 798 California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property..... improvements specified For your protection, you should be aware that as "owner-buildee, you are the responsible party of record on such ; a permit. Building permits are not required to be signed by property owners unless they are personally performing their r own work. If your work is being performed by someone other than yourself, you may protect yourself from possible" liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work(including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors—or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and }rou are subject to several obligations including state and federal income tax withholding, federal social security taxes, ., Workers compensation insurance, disability insurance costs, and unemployment compensation contributions._` ♦ There may be financial risks for you if you do not c `�' ••�'''" Y y y arty out these obligations; and these risks are especially"serious with respect to worker's compensation insurance.. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only undei•Iimited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally.. Information about licensed contrac!prs may be obtained by contracting the Contractors State License Board in your . community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. 4irely, C. Vi iia, C.B.O. , Building Inspection /VOTE: This Owner-Builder.Informatlon is required by Section 19830 of the California Health and Safety Code - OVER 0 !-;-1O71i�430-052 PERMIT {#96-2186 SANDERSON, STUART 173 SANDY SPRINGS LN, BERRY CREEKK ELE TO WELL/SF i COUNTY OF BUTTE - DEPARTMENT Ui F`DEALOPMENT SERVICES - BUILDING DIVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 071-430-052 ZONING BUILDING PERMIT OWNER STUART SANDERSON TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS 173RR��SANDY SPRINGS RD BERRY CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. 1 Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS i 173 SANDY PERMITFEE $ PLUMBINGPERMIT Filing Fee 20.00 BERRY I 1 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar Or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other ELEMIC M W# SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 1 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other + Describe Work: — Mobile Home S I G W 920.00 PERMITFEE � � Contractor ELECTRICAL PERMIT Filinq Fee 20.00 Main ServiceE00V OR LESS ( 200A OR LESS / 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisio s 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. I License Class Lic. No. i OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License +aw for the following reason: 1 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions !Code for this reason , NEW CONST. DWELLING OCCUP. SO. OR ( 8 ACC. BUDS. ) 3.5¢ FT. CNS. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS (8 SINGLE OUTLET CIA. ) Ex. Occup. ( OUTLET OR FIXTURES ) 20 Q 1.00 BAL SO FIXED APPLNS. OR Ex. Occup. ( OUTLETS (RESID.) EA 5.00 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of'perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to 'self-insurekor workers' compensation, as provided for by section 3700 of the- Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance; as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor ( Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) C 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. r, % f X } ���_,�_ %r,=fL L /� <-_ Date %/ –Sig�re of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 25.00 HAZ. I D. FEES I IMP I FLOOD CDF PARCEL I PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which gees have been paid. By ! l b��llill Date 4l6v�_& PERMITEXPIRESON �/C' - J (Date) r Receipt No. �–/ (� �rj`/ I / WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i COUNTY OF BUTTE- DEPARTMENT OF DEVIELOAMENT SERVICES - BUILDING DIVI 7 County Center Drive - Oroville, California A5965 - Telephone (916) 538-7X5476 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 071-430-052 ZONING BUIL ING PERMIT OWNER STUART SANDERSOAj TELEPHONE SO, FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 173 SANDY SPRINGS RD BERRY CONTRACTOR'S NAME TELEPHONE OWNER CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDINGADDRESS 173 SANDY SPRINGS IN PERMITFEE $ r. -1; . PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LAT NO. SUBDMSIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other ELECTRIC TO WELL SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: - Mobile Home IS I GI W 1 920.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service EOOV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO IooOA ) 46.00 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. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License aw_for the following reason: 17 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ADDNS. ( a ACC. ) SO. 3.50 FT. NEW CONST. MULTI -OUTLET UTLE NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER SINGLE APPARATUS ) 8 OUiLEi CIR. Ex. Occup. (OUTLET OR FIXTURES) zU @ I.00 BAa50 Ex. Occup. (OUTLETS(RES D.FIXEDAPLNS OR ) 5.00 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 25,00 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. 5 Date .�S / X�t.refant - ❑ Owner ❑ Contractor ❑ Ag nt An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 25.00 HAZ. I D. FEES I IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been B PERMITEXPIRESON provisions to do work paid. Date ate) Receipt No. C7 y �� WHITE-D.D.S.-B.D. CANA -AS ESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. personally plan to provide the major labor and materials for construction of the proposed property improvement: YES NO[ NO[ ]. I HAVE[XJ HAVE NOT[ ] signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CM: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide'the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER:(`s.6 SOCIAL SECURITY NUMBER: ' DATE: • � /� �% NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER RXIIAM Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. St &erel Micha4l C: Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER 5 RESIDENTIAL 071-43-0-052 --- SANMRSON92-3042B,E Stuart 173 Sandy Springs, Berry storage bldg Creek A �/Y 3115/ f y 7 r R I OFFICE COPY r Address S � 4 r M r B ELECTRIC " I Meter BY Date r t { JOB FINALED (Date) _ Signature 1-11 7I V=OK O = Not OK =Not Applicable Not Ready MOBILE HOMES w Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements •2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance S Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements , 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy. s� Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1, MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s Zoning Requirements -Setbacks -Easements . Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beam s-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. C orts; Windows -Doors le is rmg; Sils-Anchors-Studs-Rftrs r s 9. Siding; Nailing -Veneer -Stucco -Mesh Roof; Shthg-Roofing CYr Ext.; Steps -Doors -Landings Date 9 Card B-1Date Card B-1 Data4Xj1Cj& Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 • r J=OK- O = Not OK = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) ' = Date UNDERFLOOR (Plans) OK except'#'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec: Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except a's -16. Water Htr.: Vent -Access -Combustion Air -Baffle ----------- -- ------------------------ 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection ----------------- - ---------------- - Shower Pan; Test. First Floor -Tub Access --- -- 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe: Size & Anchors --------- ----- - ---------- - - - -- - --- - ------------------------ Date Card B-1 Date Card B-1 Date ` . Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except k's 22. -Fixture & Transformer Clearance -Ins. -Protection ---------------- ---------------------------------------------- _ 23. Elec. Receptacles Spacing -Lights & Switches at Doors ------------- -------------------------------------- 24. Size Boxes & No. of Conductors -Stapled -------- ---------------------------------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. -------- - -------- - --------------------- ----------------- Equip. Ground --------------- EquipGround made up w!Mech. Fastners-Bond Gas & Water ------------------------------------------- + 27. 2 Appliance Circuts in Kitchen & Conductor Size!GFI -------------------------------------------------- ----- 28. Subfeed Wire Sizer ga. Cu or AI-A.C. Wire Size ! ! ga. Cu or At --------------------------------------- -------------------------- - 29. Range Circ ! / ga Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑Yes ❑ No - ------------------------------------------------ 30' Service -Riser Conductors & Ground -Main Disconnect ------------ --------------------------------------------------- 31. Equip Clearances Panels-Motors-Mech. Equip. ----------- ------------------------------ -- - - - -- -- 32. Clothes Closet Light -Shower Light -Spa Light ---------- -------------------------------------------- 33. Smoke Detector -------------------------------------- ----------------------------------------- Date Card B -t Date Card B-1 ----------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support --------------------------------------------------------------------------------- `35. Vent Fan: Exhaust above insulation ------------------------------------ 36. --------------------------- ----------- 36. Condensate Drain & Overflow: Size & Grade --------------------------------------------------- 37. ----------------- - - - 37. Furnance-Vent: Access -Comb Air -Return Air Vent -115 outlet ----------------------------------- ------------------------------------------ --- 38. Attic Access & Platform if Furnance in Attic ------------------------------------------ --------------------------------------- Date Card -B-1 Date Card -B-1 ------------------------ --------------- ------------------ --------- ---- -------- Date Card B-1 Date Card B-1 Date 'FRAMING (Plans) OK except M's 39. Sils, Proper Material & Anchors ------------- -------------------------------------- ---------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ------------------------------- -------------- 41. Bearing Walls over Girders & Floor Nailing ------ ---------------- ---------------------- 42. Draft Stop in Walls (rat proof) --------------------------------------------------------------- 43 Fire Stops: Furred Ceilings -Stairs -Chases -Tub ------------- ----------------------------------------------------------- 44. Headers & Beam -Size & Bearing 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection ------------------------- - 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55 Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access --------------------- - 57. Glazing Area -Glass Protection -Skylights -Plastic _ 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date _ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ft's _ 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector ------------ ------------- - 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection ----------- 64. Bedroom Exiting ----------------- 65. G F.I & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels •-------------- - ------------- 67. Stairs & Rails ----------- ---- ---- -- ------ - 68. Fireplace or Stove: CILarances-Hearth 69. Elec. Outlets at Wood Panel: Int. & Ext. 70. Kit.Fixt & Appliance: Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter ------------------------ -- 72. Garage Fire Door: Swing -Landing -Closer .------------------------------------- - 73.-A.C.-Duct in Garage -Damper -------------- ----------------------- ----- 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection 75. Plb. Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection •--------------------------------------- 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No -------------------- ------------- ------ 81. Stucco: Brown -Finish ' ------------- 82. --------- 82. A.C. Unit: Disconnect. Electrical, Plumbing 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing ------------ ----------------------- - 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground _ 86. Ventilation Throughout House ------------------------- 87. --- -- -- -------- ------------------ 87. Glass Protection _.-.. --------------- --------- 88. Corrections from Previous Inspections ---------------------------------------- ----------- 89. Gas Test -Meters Tagged: Gas -Electric •-------------- ------------ ----- 90. ------- --------- 90. Water & Sewer Connected -C/O to Grade -HD Approval ---------------- 91. Energy Compliance Certificate -Other Certificates -------------------------------- ------•-.--------------------------------- -- - Date Card B-1 Date Card B-1 --------------------------------------- --- --- Date Card B-1 Date Card B -t ----------------------------------------- - -- Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT PERMIT NO. 92-3042 ASSESSOR PARCEL NUMO Roiv :31 93, .:w .. ZONING BUILDING PERMITt� OWNER Stuart Sanderson THLHPHO H 2 589-30fj SO. FT. OCC. BUILDING VALUATION OWNER-S MAILING ADORHSS 173 Sandy Springs Ln, Berry Creek 95916,/ 2 M 29 372 I CONTRACTORSNAM Owner TELEPHONE j CONTRACTOR'S MAILING ADDRESS ' Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Filing Fee _ $ 1-5.00 Permit Fee $ 242.50 _ Plan Checking Fee $ 121.25 ARCHITECT OR ENGINEER'S MAILING ADDRESS . Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS _ - - - 173 Sandy Springs, Berr Creek. Permit fee $ 378.75 . - - PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 j Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each pas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Storage Bldg - SPECI FY Gas piping system 1 - 5 outlets j 5.00 j Building sewer 15.001 I Mobile Home -FSTG I W I @ 15.00 j TYPE OF WORK New i'Y,' Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Storage Bldg i Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service OR LESS 200A OR LESS 18.50 i CONTRACTORS LICENSE LAW declare under penalty of perjury (check one): "--1 IJ. I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification LIQ -1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ,rJ I am exempt under Sec. Business and Professions Code for this reason Main service 20CATO 1000A1 I 37.501 NEW CONST. ( DWELLING OCCUP.&) I.sI OR AOONS. ACC. BLDGSear57.10 j NEW CONST R. • ULTI-OU''_ NON-RESID. BRANCF! IIRC"ITS I I@ 5.00 POWER .IPP ARATUS S SINGLE OUTLET CIR. ) a75a Ex. OCCUp(OUTLETSOR FIXTURES 4A' +'<EC APPLNS. OR Ex. Occup. OUTLETS (RESIO.) EA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring I 15.00 j Permit Fee $ 72.10 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for 5100.00 (valuation) or less. c I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Consent to Self -Insure. shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: if after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with suchPermit provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT I Filing Fee 15.00 i Heating i Cooling Hood 6.50 Ventilation Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue again said Count in onsequence of, the granting of this permit. d X t �°°" �`^-G`- Date 5- TZ. Signature of Applicant — Owner LUV' Contractor C:. Agent ❑ An OSHA permit is required for excavations over 5.0-- deep and demolition or construct- -on of structures over 3 stories .n height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC, CON T PE jTOTAL FEE $ it DFEES IMP LOOD I a/ CO j PA PO M SUE This perms[ is hereby issued under the applicable provi sions of the Butte County Code and/or resolutions to do work IIIdiCoted above for which fees have been paid. — JBE TOR PUBLIC WORKS By Date l -e -TZ.— PERMI PIRES Dare ���_ -;- 123009-151.25 1 Receipt No. 1 'Ads� e�..�.,,�_ �k ;� �y'S r ��, '��K'r'te' �,,1�• ., b r"��+13.� t F V COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - •OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 OWNER Proposes PERMIT APPLICATION DATA SHEET f 3 Building Inspector Date o� At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. .............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. . 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . ze 9. 10. Mobilehome d a a nufacturer's installation instructions, 2 sets. ........... Feesof$ ........................................ Z 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . 14. Flood elevation letter (100 year floof�)�4Y�alifornia Engineer. . . Sanitation and plot plan approvaly" v Health Department . ............ 2 ��- 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: • (B) Parking: . ........ ' 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19 -.Driveway 20. permit (co n trpcti approval required prior to occupancy). .. ... .... 1 for Gr * 1,-I,,peli,, req°--- Pre "'� d �F -inspection required. . to Building Inspector N. (Date) 21. Contractor's license information. No., Name St le, Classification . A ; 22. Certificate of Workmans Compensation Insurance'+. ........................... IL 23. Owner -Builder Verification (Given to owner , Mail to owner _) ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. ' 25. Letter of signature authorization . ...................................... . ��2Ei O -17. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . Letter of intent on building use..........................................� - 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. �................ 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: Mail to owner Telephone and hold for pickup at Other 4 so I Parcel Creation - Acreage IV Applicant _ Mail to contractor. _ office. Deliver with inspector. Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter hy_ Date Plans checked by Date Plans approved by Date�-1�Y Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO t ,Buildinc Department t FROM: Environmental Health SUBJECT: Sanitation Clearance -' Owner Location AP# c e jC!2 c2 c . Plan Approved for: Sewage Disposal Water Supply Hold final for: Water Supply Final clearance O.K. for: Yater Supply Other �� U Date taria k 1 �7- COUNTY OF B!_1TTE a Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property.Owner:. An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary -delay in processing and issuing your building permit., No building permit will be issued.until.this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property ^^ improvement (yes or no) a_ .2. I (have/have not) VVA'_� signed an application for a building permit for the proposed work. 3. I have contracted with the following -person (firm) -.to provide'the proposed construction: Name Address City Phone Contractors License No. .4. I plan to provide portions of this work, but. I have hired the following person to coordinate, supervise, and provide the major work: Name Address City _ .:_ .. Phone:-._-.:' . - - "` �� `Contra%cto.rs License Na -.---- 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work- indicated: Name Address . Phone Type of Work S-igned : Property Owner-u�,��� Social Security Number -Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California health and.Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. _ BUTI•E COUNTY C IVIS ICO OF EWIRME-TrAL HEkLTH REQUEST FOR SERVICE Clearance _11_�Loan/Refinance : Septic Well Water Sample Plan Check Pre -Application Review Septic Destr. Other Date /90, APT Applicant: p Location: Fee: Receipt No. Date r Loan/Refinance Inspection: Access/Contact Telephone Name Mail Report to: 1 Call for Pick Up: COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PEflULT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 071-430-052 ZONING BUILDING PERMIT OWNS Stuart Sanderson TELEPHONE 589-3062 SQ, Fr, OCC. BUILDING VALUATION OWNERSIUNG ADDRESS 173 Sandy Springs Rd., Berry Creek, CA 95916 CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNMOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 22.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 173 Sand Springs Rd. , BerryCreek PERMITFEE $ 42.50 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23,00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other stg bldg SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ ' Describe Work: _ 1st renewal of BP#94-0689 Mobile Home I S I GI W @20.00 PERMITFEE g Contractor ELECTRICAL PERMIT Filinq Fee 20.00 Main Service a OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 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. License Class Lic. No. OWNER -BUILDER DECLARATION( 1 hereby affirm under penalty of at I am exempt from the Contractors License Law for the following reason: 'i 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. SO. OR ADONS. ( a ACC. BLDS. ) 3.515 FT. NEW CONST. 'MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) a SINGLE OUTLET cIR. Ex. Occup. ( OUTLET OR FIXTURES ) BAL 20 Q 1.00 .SO PPLISIS EX. Occup. OUTLEDTS RESD.)EA ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm un er penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation Of one hundred dollars ($100) or less.) �1 not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. qq Date LS k-Wgnature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is OCC CONST. TYPE EE $ 2.50 HA2. I D. FEES I IMP I FLOOD COF PARCEL PD HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BY A4E2g�/Date PERMITEXPIRESON 3/16/96 I (Date) ReceiptNo. 1715-5-3,2S WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE Department of Development Services Building Division Oroville: 7 County Center Dr., Oroville CA 95965 Ph: 916-538-7541 Chico: 1469 Humboldt Rd., Chico CA 95928 Ph: 916-891-2751 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no)Y �5 2. I (have/have not)y C signed an application fora building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractor's License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractor's License No. 5.. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Social Security Number Date 3 A / Fs - NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Ggiilornia,95965 - Telephone (916) -754 ?4-0(0 P�,R�tIT NO. APPLICATION AND PERMIT I `--f� F `� ASSESSOR PARCEL NUMBER71-43-0-052 U ZONING BUILDING PERMIT OWNER STUART SANDERSON TELEPHONE 589-3062 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 173 SANDY SPRINGS RD BERRY CREEK 95916 O v CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 49ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS SANDY SPRINGS RD PERMIT FEE $171 r PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF O Duplex ❑ Mobilehome O OtherBuilding STORAGE BULL SPECIFY Gas piping system 1 - 5 outlets 15.00 sewer 15.00 Mobile Home S G I W @ 20.00 TYPE OF WORK New O Addition ❑ Remodel O Utilities O Installation O Other Describework: COMPLETE #92-3042/3041 PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( '2OOV ORR LESS 20OA OLESS ) 23.00 _Z!,Oo Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCC P. OR ADONS. I & ACC. BLOS. ) S0, 3.50 FT, NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 15r I, as the owner, or my employees with wages as their sole compensation, will To the work, and the structure is not intended or offered for sale. (Sec 7044) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code forthis reason I POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) @ 1.00 BALL.. .BO Ex. Occup.FIXED APPLNS. OR I OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. IR I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ �Q Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County 'inc�nsequenc of the granting of this permit. / c� X /�-�L �L.� Y(tc,-� Date L ! Signature of Applicant - ❑ Owner O Contractor O Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ ✓ �r HAZ. D. FEES IMP F100D CDF PARCEL ID HD ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated abov for which fe have been paid. ate& �� PERMIT EXPIRES ON _31116 IDe tel Receipt NO. 156641 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT /J ,,,r.:.1 v -r .. . -rH.. n-7`-vvu Y7-,l.�lw .,p+"„ .'��1�'rrprl"'..T°AOIn1�1r �i�''o++iktf�i}'Tnf�'."':•.��sG.�.X_"`�b;.�l+fiGr'��,.Y.'F.�: `.r...>•b+n.��r.y��w .i� ..x_ •, y. r. •jl.».. ..�...(-sir ��rY. .a -I•. .. ...•rim. COUNTY OF BUTTE - DEPARTMENT OF DELOPMENTSERVICES - BU ING DIVISION a - 7COUNTY CENTER DRIVE -`OROVILLE,CALIFORNIA 95965-TELEPHO(916)j -7541 PERMIT APPLICATION DATASHEET OWNER S /'► N%� ��, f� A. o. 71 - Proposed Building Use - -_tPZ- 3a SF/ ' Building Inspector Date=3Z IA&e7Z At time of per application, I was advised the following data must be submitted prior to permit processing and/or issuance: }P lr� _. DATE RECEIVED BY 1. All items have been submitted. ... . 2. Plot plans, 3/4 sets, signed by preparer of plans.. ................... .... . 3. Corplete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................... 7. Sgtement of Intent for Non -Heated and A/C Buildings . ..................... f 8. Engineered truss details and layout in duplicate (required prior to plan check). .... r 9. Mgbilehome data and manufacturer's installation instructions, 2 sets. 10. Fees -of $'......................................... ti 11. Impact fees as shown on attached schedule . ................ .............. . 12. C,alifornia Department of Forestry plan approval/fees................... 13. Flood elevation letter (100 year flood) by California Engineer .................. 14. Sanitation and�plot plan approval Health Department. .............. 15�'City of Chico plumbing permit. ..... `................................... . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18.910ntact Land Development about (A) Improvements (B) Drainage. ......... . 19!Driveway permit (construction app-coval required prior to occupancy). . . t� Pre -Inspection requ�- p 20. Pre -inspection for required. .. to Building Inspector (Date) 21. Contractor's license information. No., Name Style, Classification . " s 22. Certificate of Workmans Comp6d ation Insurance . .......................... X23. Owner -Builder Verification (Given to owner , Mail to owner _)............ . 24. Recorded copy. of Agricultural Acknowledgement Statement. 25! Letter of signature authorization . ...................................... . 26. Copy of recordekdeed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use. I ......................................... 28. Mobilehome utility clearance,- ;......................................... " 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed ( and (B) Parcel meets zoning area and frontage requirements . ............... r w 31. Existing violations/expired permits ............... ......................... 32. Plan check list . ................. ....:................................ 33. t 34. When you issue the permit, process as follows: r Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other r Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. - Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Inde) permit for above items No. F 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail_ Counter by _ Date Plans checked by Date Plans approved by - Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works t COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNERJUILDER.VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest.opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property'improvement (yes or no) 2. I (have/have not) � le� signed an application fora building permit for the proposed work. 3. I have contracted with the following person (firm) to .provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan ,to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: % ---- Property Owner -S6 iffier Date l6/s'y NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. cy COUNTY -OF BUTTE } v- BUILDING DIVISION DEPARTMENT OF DEVELAPMENT SERVICES P", 'P" 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 ,4. CORRECTION NOTICE OWNER PERMIT NO. t: A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work z; is completed. If you have any questions pertaining to this matter; or need additional explanation, please contact this off* ilmrmediately. w I L 1"94/ {l l/' e /' /J iii �• . !' / Ii . S r 'A— I t4l l A" r4 . ADate 3 Inspector -Y— '�:. REV 1019 COUNTY OF BUTTE BU)LDING DIVISION 'DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road,'Chico, CA - (916) 891-2751 7 County Center -Drive, Oroville, CA - (916) 538-7541 - ; 747 Elliott:Road, Paradise, CA - (916) 872-6307 CORRECTION CTION NOTICE J B UWNtK PERMIT NO. .s! A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter; or need additional explanation, please contact this office immediately. t; 'a �S VJ �' /✓ ! • / /e .�C /i �/L,✓? ~A ..E -e 'c • J. I +Y 4 Inspector REV � VT -1 K? COUNTY OF BUTTE ``' - ' ' ' BUILDING DIVISION DEPARTMENT OF PEVELOPMENT SERVICES -` 1469 Humboldt Road, Chico, CA - (916) 891-2751 d 7 County Center Drive, Oroville, CA - (916) 538-7541 A ' 747 Elliott Road, Paradise, CA - (916) 872-6307 c u{ CORRECTION NOTICE 0-T �PER!Vllt NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at ' the above address and should be corrected. Please notify this office when correction of work -4 is completed. If you have any questions pertaining to this matter; or,need additional explanation, c, please contact this office immediately. c, f / / / s 1(/ 6c- . Ai/o�' _c "r �s ~4 F. f Y Date / Inspector "&I#f REV 10/92 �utte county BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: 1916) 538-7541 FAX: (916) 538-2140 2/1/96 STUART SANDERSON 173 SANDY SPRINGS RD RE: Building Permit # 95-0412 BERRY CREEK, CA 95916 Expiration Date: 3/16/96 A. P. # 071-430-052 With reference to the above subject, our records indicate that your building permit expires'`on"the'' above date and your permit falls into the-•:_, - category marked below: [ ] Permit,work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [g] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started -until a new permit has been issued. If our records are in error or should you have any questions concerning this matter, please contact the 9RO1-III11— office. Thank you for your prompt attention concerning this matter. Yours very truly, CZkz Micb1ael C. Vieira, C.B.O. MCV:ahb Manager, Building Inspection Attachments Chico Office - 1469 Humboldt Rd/891-2751 Paradise Office - 747 Elliott Rd/872-6307 couNnr OF Rt�n BUILDING DEPT SEP 0 2 1992 " � � ', \ .. 6 ry •� ) i 1 i� � .gyp .. r ���T �,. } .. „ � .. � �' + L � , f - 1 - �, `''` % �_ + �, `''` e �_ �'_ _ � .. , BUILDING PERMIT SITE PLAN CHECKLIST APN: oi 1 �'� Q — ® � Building Permit No.: qc� Proposed Use: SFD 0 MHO Res. Accessory0 Ag. Bldg. 0 Commercial O Industrial O Other: Zone District: The Proposed Use Is: Permitted: -�><— . Not Permitted: Requires a Minor Use Permit: Accessory Bldg. Use: General Plan: Requires a Use Permit: Requires an Administrative Permit: Parcel Created By Map? No: X_ Yes: Book/Page Map Conditions? No:.,'*� Yes: , See reverse side Use Permit: Variance: Dev. Agreement: Applicable Setback Zoning Code Streets -& Hwy. Firerevention Subdivision Map Front Side Side, street A/ Rear' Height Al Parcel in Land Conservation Agreement? No: Yes: , Check Use Parcel in North Chico Specific Plan? No: Yes: , Check NCSP Zoning Parcel in Floodplain? No: _�!<_ Yes: , Zone: Panel No.: 0.600) i -I 08-Lr;�- Parcel in Enterprise Zone? No: '>G Yes: , Check Use CommerciaUIndustrial Uses Parking Requirements: OK as shown Other. Landscaping Requirements: OK as shown Other Comments: Reviewed By: Date: _ — CHECK SPECIAL CONDMONS WHICH APPLY TO PARCEL: ALL FEES TOB . PAID TO TH . B I SIN . DMcinN UNLESS OTHERWISE NOTED. 1. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mature trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by planting replacement trees of equal number and not less than _ gallon size. _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to be retained as part of the project, shall be fully protected through the use of root protection zones (RPZ). During co» sttuction, RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the trunk to the dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowed. The RPZs shall be maintained after the completion of construction in order to continue to protect the oak trees, but the fencing shall be removed. _3. Fencing for areas other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall be at _ least 16" above the ground and the upper strand shall be no higher than 48" above the ground – _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the Mowing entitilements must be obtained. a California Fish and Game 1604 Streambed Alteration permit and an Army Corps 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized comnwnity water system, with hydrants that meet Fire Department specifications, serves the parcel. —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish tit Game at 916-355-7010. —10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to dee Planning Division. 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. 12. _13 14 K:\BLDGCif4.FR.M 2 ew /,w�I Lo a- ko L% Stu, 517F, PLAN Pell, PRO&3o annice- -e:ir4 i- - S, Am AY P VIV ra 9000"\ PEA CACT- FXAMS EX WE4 L. power a(IST 30' Poke PDT, 1,0CA7-ja I ANDY SPIZIm55 4.4jvF. S&A L& 1 30 PA -122V r-Df--P-k f%A- 401,CAI/- APPROVED --diwlauk 11 ignature I'_, -.-- L"-- -94- 'n"'Onn entaIHeaitch JUN 18 2002 7 County Center Drive Oroville, Ca \nAtPP/ 1.L Mot,, �: (; b � �� �s S� d� �- xy' _ Ircc r,+sr�B� /AArew F,).tsT ��:�� �o 2xG 7"YP. g, ( w�l lus c�,�, Q E.�t Two ti �A �� s. 2 �G 0p S aft 2xG: atsr f�Cs/ /1 t;r,6 +fir V/ 5 -e-I e x 6 k -CAP �i �i f. " G h' f P til1 04 gip Ro6''�' 7 ONr.10--- f i ' 1,64 SRACE WigLL `t1�o�t fc wC . Sel MA� M : £rA, 12� 56f, $14, p kX'6 -0 i'Af, N,� . l cv