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HomeMy WebLinkAbout030-132-017jam% 1 1 30-112 -17 S.F BANKSTON 1307 1Oth-,St, Oroville Contr: Ford Electric Permit#2431-85P�,E(u-1, MH) { ELEC ti GAS SUPPORT STRUCTURE REQ: •OMPACTION. TEST RE,'�.� 0 � n f 30-132-17 'Irlontr:Mo..b lehome Center it'23 Perm84-85MHI'` ud 30-132-17 Permit#2034-87B(new carport/Sla,.s�; 030-132-017 05-2294 ' HALL, RICHARD 130710TH ST., OROVILLE )� -Cont: VILLAGE CONTRACTORS DEMO r' A -U 11-01 _per t. -030-132-017 06-1901 - = HALL 1307710TH STREET, OROVILLE Cont: OWNER NSF/GAR/OPEN e x IS �, � yr � _ � .� r�sS:�i� � ' '#.", r� ...�"• R.F.•- _ � ,�� INSTALLATION CERTIFICATE (Pagel of 12) CF -6R Site Address A � Permit Number X122 Installation Yertificates (CF -6R) are required for each and every dwelling unit. When4l a installation of measuies'that require field verification and diagnostic testing is complete, the builder or the builder's subcontractor shall complete diag'no'stic testing and the procedures specified in this section. When the installation is complete, the builder or the builder's subcontractor shall complete the CF -6R (Installation Certificate), and keep it at the building site for review by the building department. The builder also shall provide a copy of the Installation Certificate to the HERS rater for any measures requiring field verification and diagnostic testing, per Section 10-103(a). WATER HEATING SYSTEMS: CEC Certified Heater Mfr Name & e Model Number Distribution Type (Std, Point- of -Use, etc) If # of Rated- Input Recirculation, Identical (kW or Tank Volume Control Type Systems Btufir)�(gallons) Efficiency (EF, RE)2 External Standby Insulation Loss (%)2 R-value2 aslieetm tV An 1 For small gas storage (rated input of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list Energy Factor (EF). For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Recovery (RE), Thermal Efficiency, Standby Loss and Rated Input. For instantaneous gas water heaters, list Thermal Efficiency and Rated Input. 2. R-12 external insulation is mandatory for storage water heaters with an energy factor of less than 0.58. Kitchen Piping: If indicated on the CF -1R, all hot water piping > 3/4 inches in diameter that runs from the hot water source to the kitchen fixtures is insulated. Faucets & Shower Heads: _ All faucets and showerheads installed are certified to the Energy Commission, pursuant to Title 24, Part 6, Section 111. Central Water Heating in Buildings with Multiple Dwelling Units (required for prescriptive) All hot water piping in main circulating loop is insulated to requirements of § 1500) ❑Central hot water systems serving six or fewer dwelling units which have (1) less than 25' of distribution piping outdoors; (2) zero distribution piping under#ound; (3) no recirculation pump; and (4) insulation on distribution piping that meets the requirements of Section 1506) ❑Central hot water systems serving more than 6 dwelling units - presence of either a time control or a time/temperature control ✓ Lam' 1, the undersigned, verify that equipment listed above my signature is: 1) the actual equipment installed; 2) equivalent to or more efficient than that specified in the certificate of compliance (Form CF -1R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and 3) equipment that meets or exceeds the appropriate requirements for manufactured devices (from the Appliance Efficiency Regulations or Part 6), where applicable. Copies to: BUILDING DEPARTMENT, TIERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms - - September 2005 INSTALLATION CERTIFICATE (Page 2 of 12) CF -6R Site Address Permit Number An installation certificate is required to be posted at the building site or made available for all appropriate inspections. (The information provided on this form is required) After completion of final inspection, a copy must be provided to the building department (upon request) and the building owner at occupancy, per Section 10-103(a). FENESTRATION/GLAZING: Item Manufacturer/Brand Name (GROUP LIKE RODUCTS Product U -factor (<_ CF -1R value) Z Product SHGC # of (<_CF -1R value)2 Panes Total Quantity of Like Product (Optionao Area Exterior Square Shading Device Comments/Location/ Feet or OverhanR Special Features 2-4'/ 1 � [[ OR Window Distributor Item #s Signature Date Installing Subcontractor (Co. Name) OR 2. General Contractor (Co. Name) OR Owner OR Window Distributor 3. Signature Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner 4. OR Window Distributor 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. Use values from a fenestration product's NFRC label. For fenestration products without an NFRC label, use the default values from Section 116 of the Energy Efficiency Standards. 2) Installed U -factor must be less than or equal to values from CF -1R. Installed SHGC must be less than or equal to values from CF -1R, or a shading device (exterior or overhang) is installed as specified on the CF -1R. Alternatively, installed weighted average U -factors for the total fenestration area are less than or equal to values from CF -1R. If using default table SHGC values from § 116 identify whether tinted or not. ✓ I I, the undersigned, verify that the fenestration/glazing listed above my signature: 1) is the actualfenestration product installed, 2) is equivalent to or has a lower U -factor and lower SHGC than that specified in the certificate of compliance (Form CF -1R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and 3) the product meets or exceeds the appropriate requirements for manufactured devices (from Part 6), where applicable. Item #s Signature Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner 2-4'/ 1 � [[ OR Window Distributor Item #s Signature Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner OR Window Distributor Item #s Signature Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner OR Window Distributor Copies to: Building Department, HERS Rater (if applicable) Building Owner at Occupancy Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 3 of 12) CF -6R Site Address Permit Number -t3o'R ►.hN --"4 1 i-�l'3- VAct 2---� An installation certificate is required to be posted at the building site or made available for all appropriate inspections. (The information provided on this form is required) After completion of final inspection, a copy must be provided to the building department (upon request) and the building owner at occupancy, per Section 10-103(a). HVAC SYSTEMS: Heating Equipment Equip Type k . heat um CEC Certified Mfr. Name and Model Number # of Identical Systems Efficiency� (AFUE, etc.) ?CF -1R value) Duct Location (tttic etc.) Duct or Piping Heating Load tuft) Heating Capacity tuft) pR-varlue Nx A i,y zt7k 4 j oo Cooling Equipment Equip Type -(pkg. heat um CEC Certified Mfr. Name and Model Number # of Identical S tems>_CF-IR Efficiencyi (SEER or EER) value) Duct Location attic, etc. Duct R -value Cooling Load tu/hr(Btu/hr) Cooling Capacity Nx A i,y zt7k 4 j oo 1. > symbol reads greater than or equal to what is indicated on the CF -IR value. Include both SEER and EER if compliance credit for high EER air conditioner is claimed. ✓ 011, the undersigned, verify that equipment listed above is: 1) is the actual equipment installed, 2) equivalent to or more efficient than that specified in the certificate of compliance (Form CF -1R) submitted for compliance with the Energy Efficiency Standards for residential buildings, and 3) equipment that meets or exceeds the appropriate requirements for manufactured devices (from the Appliance EfjFciency Regulations or Part 6), where applicable. Installing Subcontractor (Co. Name) OR General (V ,„ \ 1 fl Contractor (Co. e) O wner Q 6�n V �1 Signature: �' - Date: e) %-� t 1 Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 4 of 12) CF -6R Site Address Permit Number INSTALLER COMPLIANCE STATEMENT FOR DUCT LEAKAGE `INSTALLER COMPLIANCE STATEMENT P The building was: ✓ []Tested at Final ✓ ❑ Tested at Rough -in INSTALLER VISUAL INSPECTION AT FINAL CONSTRUCTION STAGE FOR NEW DUCT! ❑ Remove at least one supply and one return register, and verify that the spaces between the register boot and the interior finishing wall are properly sealed. ❑ If the house rough -in duct leakage test was conducted without an air handler installed, inspect the connection points between the air handler and the supply and return plenums to verify that the connection points are properly sealed. ❑ Inspect all joints to ensure that no cloth backed rubber adhesive duct tape is used on new ducts. ✓ ❑ DUCT LEAKAGE REDUCTION Procedures for field verification and diagnostic testinz of air distribution systems are available in RA CM, Appendix RC4.3 NEW CONSTRUCTION: Duct Pressurization Test Results (CFM @ 25 Pa) Measured Values 1 Enter Tested Leakage Flow in CFM: Fan Flow: Calculated (Nominal: ✓ ❑ Cooling ✓ ❑ Heating) or ✓ ❑ Measured 2 If Fan Flow is Calculated as 400 cfm/ton x number of tons or as 21.7 cfin/(kBtu/hr) x Heating Capacity in Thousands of Btu/hr, enter total calculated or measured fan flow in CFM here: ✓ ✓ 3 Pass if Leakage Percentage < 6% for Final or < 4% at Rough -in without air handle: ❑ Pass ❑ Fail 100 x Line # 1 / Line # 2 ALTERATIONS: Duct System and/or HVAC Equipment Change -Out Enter Tested Leakage Flow in CFM from Pre -Test of Existing Duct System Prior to Duct 4 System Alteration and/or Equipment Change -Out. Enter Tested Leakage Flow in CFM from Final Test of New Duct System or Altered Duct 5 System for Duct System Alteration and/or Equipment Change -Out. Enter Reduction in Leakage for Altered Duct System 6 [—(Line # 4 Minus Line # 5 ] —(Only if Applicable) 7 Enter Tested Leakage Flow in CFM to Outside (Only if Applicable) ✓ ✓ Entire New Duct System - Pass if Leakage Percentage < 6% for Final. ❑ Pass ❑ Fail 8 100 x Line # 5 / Line # 2 TEST OR VERIFICATION STANDARDS: For Altered Duct System and/or HVAC Equipment Change- ✓ ✓ Out Use one of the following four Test or Verification Standards for compliance: 9 Pass if Leakage Percentage < 15% [100 x [ (Line # 5) / (Line # 2)]] ❑ Pass ❑ Fail 10 Pass if Leakage to Outside Percentage < 10% [100 x (Line # 7) / (Line # 2)]] ❑ Pass ❑ Fail Pass if Leakage Reduction Percentage > 60% [ 100 x (Line # 6) / (Line #4)]] 11 and Verification by Smoke Test and Visual Inspection ❑ Pass ❑ Fail r2 Pass if Sealing of all Accessible Leaks and Verification by Smoke Test and Visual Inspection ❑ Pass ❑ Fail Pass if One of Lines # 9 through # 12 pass ❑ Pass ❑ Fail ✓ 111, the undersigned, verify that the above diagnostic test results were performed in conformance with the requirements for compliance credit. 1, the undersigned, also certify that the newly installed or retrofit Air -Distribution System Ducts, Plenums and Fans comply with Mandatory requirements specified in Section 150 (m) of the 2005 Building Energy Efficiency standards. Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Signature: Date: Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPAlky Residential Compliance Forms December 2005 INSTALLATION CERTIFICATE (Page 5 of 12) CF -6R Site Addressrt � �� Permit Number ll l ( 2 ✓ ❑ THERMOSTATIC EXPANSION VALVE (TXV) %� Procedures for field verification of thermostatic expansion valves are available in RACM, Appendix RI. ✓ ✓ Access is provided for inspection. The procedure shall consist of visual verification that the TXV is installed on ❑ Yes ❑ No the system and installation of the specific equipment ❑ ❑ shall be verified. Yes is a pass I Pass I Fail ✓ ❑ REFRIGERANT CHARGE MEASUREMENT Verification for Required Refrigerant Charge and Adequate Airflow for Split System Space Cooling Systems without Thermostatic Expansion Valves Outdoor Unit Serial # Location Return (evaporator entering) air dry-bulb temperature (Tretorn, db) Outdoor Unit Make OF Outdoor Unit Model Cooling Capacity Evaporator saturation temperature (Tevaporator,. sat) Btu/hr Date of Verification Suction line temperature (Tsuction, db) Date of Refrigerant Gauge Calibration OF (must be checked monthly) Date of Thermocouple Calibration OF (must be checked monthly) Standard Charge Measurement Procedure (outdoor air dry-bulb 55T and above): Procedures for Determining Refrigerant Charge using the Standard Method are available in RA CM, Appendix RD2. Note: The system should be installed and charged in accordance with the manufacturer's specifications before starting this procedure. Measured Temperatures Supply (evaporator leaving) air dry-bulb temperature (Tsupply, db) OF Return (evaporator entering) air dry-bulb temperature (Tretorn, db) OF Return (evaporator entering) air wet -bulb temperature (Treturn, wb) OF Evaporator saturation temperature (Tevaporator,. sat) OF Suction line temperature (Tsuction, db) OF Condenser (entering) air dry-bulb temperature (Tcondenser, db) OF Superheat Charge Method Calculations for Refrigerant Charge Actual Superheat = Tsuction, db — Tevaporator, sat OF Target Superheat (from Table RD -2) OF Actual Superheat — Target Superheat (System passes if between -5 and +5°F) OF Temperature Split Method Calculations for Adequate Airflow Split Method Calculation is not necessary ifAdequate Airflow credit is taken Actual Temperature Split = T return, db Tsupply, db OF Target Temperature Split (from Table RD3) OF Actual Temperature Split Target Temperature Split (System passes if between - 3°F and +3°F or, upon remeasurement, if between -3°F and -100°F of Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE .(Page 6 of 12) CF -6R Site Address Permit Number .Standard Charge Measurement Summary: System shall pass both refrigerant charge and adequate airflow calculation criteria from the same measurements. If corrective actions were taken, both criteria must be remeasured and recalculated. ✓ ❑ Yes ❑ No I System Passes Alternate Charge Measurement Procedure (outdoor air dry-bulb below 55 °F) Note: The system should be installed and charged in accordance with the manufacturer's specifications and installer verification shall be documented on CF -6R before starting this procedure. If outdoor air dry-bulb is 55 OF or above, installer shall use the Standard Charge Measure Procedure: Procedures for Determining Refrigerant Charge using the Alternate Method are available in RACM, Appendix RD3. Weieh-In Chareine Method for Refrieerant Charee Actual liquid line length: ft Manufacturer's Standard liquid line length: ft Difference (Actual — Standard): ft Manufacturer's correction (ounces per foot) x difference in length = ounces (+ = add) (- = remove) Zeasured Airflow Method for Adequate Airflow Verification available in RACM, Appendix RD2.6 Calculated Airflow: Cooling Capacity (Btu/hr) X 0.033 (cfm/Btu-hr) = CFM Measured Airflow is CFM (Measured airflow must be greater than the calculated airflow). Alternate Charge Measurement Summary: System shall pass both refrigerant charge and adequate airflow calculation criteria from the same measurements. If corrective actions were taken, both criteria must be remeasured and recalculated. ✓ 10 Yes 10 No I System Passes Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Signature: Date: Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 7 of 12) CF -6R Site Address Permit Number MISCELLANEOUS CREDITS ✓ ❑ DIAGNOSTIC SUPPLY DUCT LOCATION, SURFACE AREA AND R -VALUE Procedures for field verification and diagnostic testing for this group compliance credits are available in RACM, Appendix RC, RE & RH. ✓ ❑ LESS THAN 12 LINEAL FEET OF SUPPLY DUCT OUTSIDE OF CONDITIONED SPACE COMPLIANCE CREDIT ✓ ❑Yes I ❑No I Less than 12 lineal feet of supply duct outside of conditioned space. Yes to this compliance credit is a pass ✓ ❑ Pass ✓ ❑ Fail ✓ ❑ SUPPLY DUCTS LOCATED IN CONDITIONED SPACE COMPLIANCE CREDIT ✓ ❑ Yes 10 No I Ducts are located within the conditioned volume of building. Yes to this com fiance credit is a pass ✓ ❑ Pass ✓ ❑ Fail ai ua.a vJJwau L4Ja�al �a,a uaa.uaavu aJ •a.y 411 a.0 av a a.vwruwua.a. a.a a.wa ava sua, avuv..aub. 1. Supply duct surface area reduction 2. Buried supply ducts on the ceiling 3. Deeply buried supply ducts ✓ ❑ DUCT SYSTEM DESIGN VERIFICATION ✓ ❑ Yes ❑ No Ad uate airflow, verified ✓ ❑ Yes ❑ No The duct system design plan meets the requirements specified in RACM, Appendix RE, Section RE.4.2 ✓ ❑ Yes ❑ No The duct system design plan exists on building plans ✓ ❑ Yes ❑ No Duct sizes, duct system layout and locations of supply & return registers match the duct system design plan Yes to all is a pass ✓ ❑ Pass ✓ ❑ Fail ✓ ❑ SUPPLY DUCTS SURFACE AREA REDUCTION COMPLIANCE CREDIT Attic Crawl Space R-4.2 Deeply Duct Surface Basement Covered Covered Other Diameter Area R-6.0 Surface Area R-8.0 Surface Area ❑ ❑ ❑ ❑ ❑ ❑ ✓ Yes to ducts stem design, supply duct surface area reduction and this compliance credit is a pass ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Total Surface Area for Each R -Value = ✓ ❑ Yes 1 ❑ No latches Performance's CF -1R? ✓ ✓ Yes to all is a pass ❑ Pass ❑ Fail ✓ ❑ BURIED DUCTS ON THF CFH.tNG COMPLIANCE CREDIT ✓ ❑ DEEPLY BURIED DUCTS COMPLIANCE CREDIT ✓ ❑ Yes ❑ No Buried Ducts on the Ceiling ✓ ❑ Yes ❑ No I Verified High Insulation Installation Quality ✓ ✓ Yes to ducts stem design, supply duct surface area reduction and this compliance credit is a pass ❑ Pass 1 ❑ Fail ✓ ❑ DEEPLY BURIED DUCTS COMPLIANCE CREDIT ✓ ❑ Yes ❑ No Deeply Buried Ducts ✓ ❑ Yes ❑ No I Verified High Insulation Installation Quality ✓ ✓ Yes to ducts stem design, supply duct surface area reduction and this compliance credit is a pass ❑Pass ❑ Fail Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 8 of 12) CF -6R Site Address —7 Permit Number ✓❑ FAN WATT DRAW Procedures for measuring the air handler watt draw are available in RA CM, Appendix RE3.2. ✓ Method For Fan Watt Draw Measurement ❑ RE3.2.1 Portable Watt Meter Measurement ❑ RE3.2.2 Utility Revenue Meter Measurement Measured Fan Watt Draw Measured Fan Flow enter total cfin from airflow verification Enter results of Watts/cfin ❑ RE4.1.1 Diagnostic Fan Flow Using Flow Capture Hood ✓ ✓ ✓ ❑ Yes ❑ No Measured fan watt/cfin draw is equal to or lower than the fan watt/cfin draw documented in CF -1R ❑ ❑ ❑ Yes ❑ No Yes is a pass Pass Fail ✓ ❑ ADEQUATE AIRFLOW VERIFICATION Procedures for measuring the airflow are available in RA CM. ADDendix RE3.1. ✓ Method For Airflow Measurement ✓ ❑ Yes ❑ RE4.1.1 Diagnostic Fan Flow Using Flow Capture Hood ❑ RE4.1.2 Diagnostic Fan Flow Using Plenum Pressure Matching ❑ RE4.1.3 Diagnostic Fan Flow Using Flow Grid Measurement ❑ Yes ❑ No Duct design exists on plans ❑Yes ❑ No Cooling capacities of installed systems are <_ to maximum cooling capacity indicated on the Performance's CF -1R and RF -3. 5 ✓ Measured Airflow: ❑ No If the cooling capacities of installed systems are > than maximum ✓ ✓ cooling capacity in the CF -1R, then the electrical input for the installed systems must be <_ to electrical input in the CF -1R. ❑ 1 ❑ Rated Tons cfin/ton Pass I Fail ✓ ✓ ✓ ❑ Yes ❑ No Measured airflow is greater than the criteria in Table RE -2 Yes is a pass ❑ Pass ❑ Fail ✓ ❑ MAXIMUM COOLING CAPACITY Procedures for determining maximum cooling load capacity are available in RA CM, Appendix RF3. 1 I ✓ 1 ❑ Yes I ❑ No I Adequate airflow verified (see adequate airflow credit) Watts cfin Watts/cfin Total cfm cfin/ton 2 ✓ ❑ Yes ❑ No Refrigerant charge or TXV 3 ✓ ❑ Yes ❑ No Duct leakage reduction credit verified 4 ✓ ❑Yes ❑ No Cooling capacities of installed systems are <_ to maximum cooling capacity indicated on the Performance's CF -1R and RF -3. 5 ✓ ❑ Yes ❑ No If the cooling capacities of installed systems are > than maximum ✓ ✓ cooling capacity in the CF -1R, then the electrical input for the installed systems must be <_ to electrical input in the CF -1R. ❑ 1 ❑ Yes to 1.2. and 3: and Yes to either 4 or 5 is a uass Pass I Fail ✓❑ HIGH EER AIR CONDITIONER Procedures or veri cation are available in RACM, Appendix RI. 1 ✓ ❑ Yes ❑ No EER values of installed systems match the CF -1R 2 ✓ ❑ Yes ❑ No Fors lit system, indoor coil is matched to outdoor coil ✓ ✓ 3 ✓ ❑ Yes ❑ No Time Delay Relay Verified (If Required) ❑ ❑ Yes to 1 and 2; and 3 If Required) is a pass Pass Fail Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Signature: Date: Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 9 of 12) CF -6R Site Address Permit Number An installation certificate is required to be posted at the building site or made available for all appropriate inspections. (The information provided on this form is required) After completion of final inspection, a copy must be provided to the building department (upon request) and the building owner at occupancy, per Section 10-103(a). BUILDING ENVELOPE LEAKAGE DIAGNOSTICS ✓ ❑ ENVELOPE SEALING INFILTRATION REDUCTION Procedures for field verification and diagnostic testing of envelope leakage are available in RA CM, Appendix RC. Diagnostic Testing Results ✓ ✓ Building Envelope Leakage (CFM @ 50 Pa) as measured by Rater: ❑ ❑ Measured envelope leakage less than or equal to the required level from 1 Yes No CF -1R? ❑ ❑ 2. Is Mechanical Ventilation shown as required on the CF -1R? Yes No ❑ ❑ If Mechanical Ventilation is required on the CF -1R (`Yes' in line 2), has it 2a Yes No been installed? ❑ ❑ Check this box `yes' if mechanical ventilation is required (`Yes' in line 2) 2b. and ventilation fan watts are no greater than shown on CF -1R Yes No Measured Watts = ❑ ❑ Check this box ` Yes" if measured building infiltration (CFM @ 50 Pa) is 3. greater than the CFM @ 50 values shown for an SLA of 1.5 on CF -1R Yes No If this box is checked no, mechanical ventilation is required.) Check this box "yes" if measured building infiltration (CFM @ 50 Pa) is ❑ ❑ less than the CFM @ 50 values shown for an SLA of 1.5 on CF -1R, 4 Yes No mechanical ventilation is installed and house pressure is greater than minus 5 Pascal with all exhaust fans operating. Pass if: a. Yes in line 1 and line 3, or ✓ ✓ b. Yes in line 1 and line2, 2a, and 2b, or c. Yes in line 1 and Yes in line 4. ❑ ❑ Otherwise fail. Pass I Fail ✓ ❑ I, the undersigned, verify that the building envelope leakage meets the requirements claimed for building leakage reduction below default assumptions as used for compliance on the CF -1R. This is to certify that the above diagnostic test results and the work I performed associated with the test(s) is in conformance with the requirements for compliance credit. (The builder shall provide the HERS provider a copy of the CF -6R signed by the builder employees or subcontractors certifying that diagnostic testing and installation meet the requirements for compliance credit.) Test Performed Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Signature: Date: Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE), BUILDING OWNER AT OCCUPANCY Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 10 of 12) CF -6R Site Address -7 Permit Number Insulation Installation Quality Certificate ✓ ❑ Description of Insulation, (CF -6R, formerly IC -1) signed by the installer stating: insulation manufacturer's name, material identification, installed R -values, and for loose -fill insulation: minimum weight per square foot and minimum inches ✓ ❑ Installation meets all applicable requirements as specified in the High Quality Insulation Installation Procedures (ACM, Appendix RH) ✓ FLOOR ❑ ❑ All floor joist cavity insulation installed to uniformly fit the cavity side-to-side and end-to-end Yes No NA ❑ ❑ K Insulation in contact with the subfloor or rim joists insulated Yes No NA ❑ Insulation properly supported to avoid gaps, voids, and compression Yes No NA ✓ WALLS W ❑ R1 Wall stud cavities caulked or foamed to provide an air tight envelope Yes No NA ❑ Wall stud cavity insulation uniformly fills the cavity side-to-side, top -to -bottom, and front -to -back Yes No NA ❑ ❑ Yes No NA No gaps 1W ❑ ❑ No voids over 3/4" deep or more than 10% of the batt surface area. Yes No NA ❑ ❑ Hard to access wall stud cavities such as; comer channels, wall intersections, and behind Yes I No NA tub/shower enclosures insulated to proper R -Value ❑ ❑ Small spaces filled Yes No NA ❑ ❑ Rim joists insulated Yes No NA ❑ ❑ 4f Loose fill wall insulation meets or exceeds manufacturer's minimum weight -per -square -foot Yes No N requirement ✓ ROOF/CEILING PREPARATION ❑ ❑ All draft stops in place to form a continuous ceiling and wall air barrier Yes No NA or ❑ M, All drops covered with hard covers Yes No NA ❑ ❑All draft stops and hard covers caulked or foamed to provide an air tight envelope Yes No A ❑ ❑ All recessed light fixtures IC and air tight (AT) rated and sealed with a gasket or caulk between the Yes No NA housing and the ceiling ❑ ❑ 'No Floor cavities on multiple -story buildings have air tight draft stops to all adjoining attics Yes NA ❑ ❑ Eave vents prepared for blown insulation - maintain net free -ventilation area Ye No NA ❑ ❑ 10 Knee walls insulated or prepared for blown insulation Yes No NA ❑ ❑ Area under equipment platforms and cat -walks insulated or accessible for blown insulation Ye No NA 4 ❑ ❑ Attic rulers installed Yes No NA Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 11 of 12) CF -6R Site Address -7 Permit Number ✓ ROOF/CEILING BATTS DECL,�►RATION ✓ I hereby certify that the installation meets all applicable requirements as specified in the Insulation Installation Procedures. Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Signature: Date: 10 2 Yes No NA No gaps Yes No . NA No voids over 3/4 in. deep or more than 10% of the batt surface area. Yes No A Insulation in contact with the air -barrier Yes No �A Recessed light fixtures covered ❑ ❑ Net free -ventilation area maintained at eave vents Yes No ✓ ROOF/CEILING LOOSE -FILL _'4❑ ❑ es No NA Insulation uniformly covers the entire ceiling (or roof) area from the outside of all exterior walls. ❑ ❑ Yes No NA Baffles installed at eaves vents or soffit vents - maintain net free -ventilation area of eave vent ❑ ❑ Yes No NA Attic access insulated ❑ ❑ Yes No NA Recessed light fixtures covered ❑ ❑ Yes No NA Insulation at proper depth — insulation rulers visible and indicating proper depth and R -value UF ❑ ❑ Loose fill insulation meets or exceeds manufacturer's minimum weight and thickness requirements Yes No NA for the target R -value. Target R -value '3`g . Manufacturer's minimum required weight for the target R -value (pounds -per -square -foot). Manufacturer's minimum required thickness at tim` � of installation 12," Manufacturer's minimum required settled thickness �� Note: To receive compliance credit the HERS rater shall verify that the manufacturer's minimum weight and thickness has been achieved for the target R -value. CF -6R only) DECL,�►RATION ✓ I hereby certify that the installation meets all applicable requirements as specified in the Insulation Installation Procedures. Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Signature: Date: 10 2 - I I Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE), BUILDING OWNER AT OCCUPANCY Residential Compliance Forms Apri12005 INSTALLATION CERTIFICATE (Page 12 of 12) CF -6R Site Address Item #s Permit Number a as Installing Subcontractor (Co. Name) OR (if applicable) County Subdivision Lot Number Description of Insulation (Formerly IC -1 Form) Item #s 1. RAISED FLOOR yy�� IU Installing Subcontractor (Co. Name) OR Material 7Z Brand Name Thickness (inches) Thermal Resistance (R -Value) 2. SLAB FLOOR/PERUVIETER OR Window Distributor Material �/VT Brand Name Thickness (inches) Thermal Resistance (R -Value) Perimeter Insulation Depth (inches) 3. EXTERIOR WALL Frame Type 2X (o A. Cavity Insulatigat+5 Material Brand Name -e-,K� S Thickness (inches) Thermal Resistance (R -Value) — B . Exterior Foam Sheathing Material YJ Brand Name Thickness (inches) Thermal Resistance (R -Value) 4. FOUNDATION WALL Material JN Brand Name Thickness (inches) Thermal Resistance (R -Value) 5. CEILING Batt or Blanket Type Brand Name Thickness (inches) Thermal Resistance (R -Value) Loose Fill Type Brandwj Contractor's min install d weight/ft' lb Minimum thickness W1 inches p Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value) 6. ROOF. Material Thickness (inches) Brand Name Thermal Resistance (R -Value) Declaration %1'IKI hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicable. Item #s (if applicable) Signature Date / / Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner OR Window Distributor Item #s Signature Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner OR Window Distributor Item #s Signature Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner OR Window Distributor Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Pagel of 12) CF -6R Site Address Permit Number 1-2--�Ike - Installation certificates (CF -6R) are required for each and every dwelling unit. When the installation of measures that require field verification and diagnostic testing is complete, the builder or the builder's subcontractor shall complete diagnostic testing and the procedures specified in this section. When the installation is complete, the builder or the builder's subcontractor shall complete the CF -6R (Installation Certificate), and keep it at the building site for review by the building 'department. The builder also shall provide a copy of the Installation Certificate to the HERS rater for any measures requiring field verification and diagnostic testing, per Section 10-103(a). WATER HEATING SYSTEMS: Distribution CEC Certified Type If # of Rated Input Heater Mfr Name & (Std, Point- Recirculation, Identical (kW or Tank Volume Type Model Number of -Use, etc) Control Type Systems Btu/hr)�(gallons) External Efficiency Standby Insulation (EF, RE)2 Loss (%)2 R-value2 1 For small gas storage (rated input of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list Energy Factor (EF): For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Recovery (RE), Thermal Efficiency, Standby Loss and Rated Input. For instantaneous gas water heaters, list Thermal Efficiency and Rated Input. 2. R-12 external insulation is mandatory for storage water heaters with an energy factor of less than 0.58. Kitchen Piping: If indicated on the CF -1R, all hot water piping > 3/4 inches in diameter that runs from the hot water source to the kitchen fixtures is insulated. Faucets & Shower Heads: All faucets and showerheads installed are certified to the Energy Commission, pursuant to Title 24, Part 6, Section 111. Central Water Heating in Buildings with Multiple Dwelling Units (required for prescriptive) [9All hot water piping in main circulating loop is insulated to requirements of § 1500) ❑Central hot water systems serving six or fewer dwelling units which have (1) less than 25' of distribution piping outdoors; (2) zero distribution piping underground; (3) no recirculation pump; and (4) insulation on distribution piping that meets the requirements of Section 1500) ❑Central hot water systems serving more than 6 dwelling units - presence of either a time control or a time/temperature control ✓ L"� I, the undersigned, verify that equipment listed above my signature is: 1) the actual equipment installed; 2) equivalent to or more efficient than that specified in the certificate of compliance (Form CF -1R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and 3) equipment that meets or exceeds the appropriate requirements for manufactured devices (from the Appliance Efficiency Regulations or Part 6), where applicable. Installing Subcontractor (Co. Name) OR General Contractor (Co. Naame),OR-Pwner Signature:.I Date: LU I l Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms September 2005 INSTALLATION CERTIFICATE (Page 2 of 12) CF -6B Site Address I Permit Number An installation certificate is required to be posted at the building site or made available for all appropriate inspections. (The information provided on this form is required) After completion of final inspection, a copy must be provided to the building department (upon request) and the building owner at occupancy, per Section 10-103(a). FENESTRATION/GLAZING: Item Manufacturer/Brand Name (GROUP LIKE ODUCTS) Product U -factor (SCF-tR value) 2 Product SHGC # of (<_CF -t R vatue)2 Panes Total Quantity of Area Exterior Like Product Square Shading Device Comments/Location/ tions Feet or Overhang Special Features 1. 4,0A. S. ) 2 OR Window Distributor — 2. Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner 3. OR Window Distributor Item #s Signature Date 4. (if applicable) General Contractor (Co. Name) OR Owner 5. OR Window Distributor 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. Use values from a fenestration product's NFRC label. For fenestration products without an NFRC label, use the default values from Section 116 of the Energy Efficiency Standards. 2) Installed U -factor must be less than or equal to values from CF -1R. Installed SHGC must be less than or equal to values from CF -1R, or a shading device (exterior or overhang) is installed as specified on the CF -1R. Alternatively, installed weighted average U -factors for the total fenestration area are less than or equal to values from CF -1R. If using default table SHGC values from § 116 identify whether tinted or not. ✓ L7 I, the undersigned, verify that the fenestration/glazing listed above my signature: 1) is the actual fenestration product installed; 2) is equivalent to or has a lower U -factor and lower SHGC than that specified in the certificate of compliance (Form CF -1R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and 3) the product meets or exceeds the appropriate requirements for manufactured devices (from Part 6), where applicable. Item #s Signature Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner S. ) 2 OR Window Distributor Item #s Signature Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner OR Window Distributor Item #s Signature Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner OR Window Distributor Copies to: Building Department, HERS Rater (if applicable) Building Owner at Occupancy Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 3 of 12) CF -6R Site Address -T Permit Number An installation certificate is required to be posted at the building site or made available for all appropriate inspections. (The information provided on this form is required) After completion of final inspection, a copy must be provided to the building department (upon request) and the building owner at occupancy, per Section 10-103(a). HVAC SYSTEMS: Heating Equipment Equip Type (pkg.heat um CEC Certified Mfr. . Name and Model Number # of Identical Systems Efficiency � (AFUE, etc.) >_CF-IRRvalue) Duct Location etc. Duct or Piping R -value Heating Load tu/br Heating Capacity tu/br S , \(\ S�tcvti oaf ? IAR \ I G C� ('attic, aTt IAC - 2 I� Cooling Equipment Equip Type -(pkg.. heat um CEC Certified Mfr. Name and Model Number # of Identical Systems Efficiency� (SEER or EER) ?CF -1R value) Duct Location attic, etc. Duct R -value Cooling Load Rift Cooling Capacity hAr S , \(\ S�tcvti � 3 2(6 ° \ 11, See& A�-�i L 4Z� � 2 I� 1. > symbol reads greater than or equal to what is indicated on the CF -IR value. Include both SEER and EER if compliance credit for high EER air conditioner is claimed. ✓ 011, the undersigned, verify that equipment listed above is: 1) is the actual equipment installed, 2) equivalent to or more efficient than that specified in the certificate of compliance (Form CF -1R) submitted for compliance with the Energy Efficiency Standards for residential buildings, and 3) equipment that meets or exceeds the appropriate requirements for manufactured devices (from the Appliance Efficiency Regulations or Part 6), where applicable. Installing Subcontractor (Co. Name) OR General Contractor (Co. N eOR-Owner lk Y l2 5,56\e-1, Signature: Date: (o Z t Copies to: BUILDING DEPARTMENT, ITERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 4 of 12) CF -6R Site Address -7 Permit Number INSTALLER COMPLIANCE STATEMENT FOR DUCT LEAKAGE INSTALLER COMPLIANCE STATEMENT The building was: ✓ ❑Tested at Final ✓ ❑ .Tested at Rough -in INSTALLER VISUAL INSPECTION AT FINAL CONSTRUCTION STAGE FOR NEW DUCTS: ❑ Remove at least one supply and one return register, and verify that the spaces between the register boot and the interior finishing wall are properly sealed. ❑ If the house rough -in duct leakage test was conducted without an air handler installed, inspect the connection points between the air handler and the supply and return plenums to verify that the connection points are properly sealed. ❑ Inspect all joints to ensure that no cloth backed rubber adhesive duct tape is used on new ducts.. ✓ ❑ DUCT LEAKAGE REDUCTION Procedures for field verification and diagnostic testing of air distribution systems are available in RACM, Appendix RC4.3 NEW CONSTRUCTION: Duct Pressurization Test Results (CFM @ 25 Pa) Measured Values 1 Enter Tested Leakage Flow in CFM: Fan Flow: Calculated (Nominal: ✓ ❑ Cooling ✓ ❑ Heating) or ✓ ❑ Measured 2 If Fan Flow is Calculated as 400 cfin/ton x number of tons or as 21.7 cfin/(kBtu/hr) x Heating Capacity in Thousands of Btu/hr, enter total calculated or measured fan flow in CFM here: ✓ ✓ 3 Pass if Leakage Percentage < 6% for Final or < 4% at Rough -in without air handle: ❑ Pass ❑ Fail 100 x Line # 1 / Line # 2 ALTERATIONS: Duct System and/or HVAC Equipment Change -Out Enter Tested Leakage Flow in CFM from Pre -Test of Existing Duct System Prior to Duct 4 System Alteration and/or Equipment Change -Out. Enter Tested Leakage Flow in CFM from Final Test of New Duct System or Altered Duct 5 System for Duct System Alteration and/or Equipment Chan a -Out. Enter Reduction in Leakage for Altered Duct System 6 [ Line # 4 Minus Line # 5 ] –(Only if Applicable) 7 Enter Tested Leakage Flow in CFM to Outside (Only if Applicable) ✓ ✓ Entire New Duct System - Pass if Leakage Percentage < 6% for Final. ❑Pass ❑Fail 8 100 x Line # 5 / Line # 2 TEST OR VERIFICATION STANDARDS: For Altered Duct System and/or HVAC Equipment Change- ✓ Out Use one of the following four Test or Verification Standards for compliance: 9 Pass if Leakage Percentage < 15% [100 x [ (Line # 5) / (Line # 2)]] ❑ Pass ❑ Fail 10 Pass if Leakage to Outside Percentage < 10% [100 x L— (Line # 7) / (Line # 2)]] ❑ Pass ❑ Fail Pass if Leakage Reduction Percentage > 60% [100 x L(Line # 6) / (Line # 4)]] 11 and Verification by Smoke Test and Visual Inspection ❑ Pass ❑ Fail 12 Pass if Sealing of all Accessible Leaks and Verification by Smoke Test and Visual Inspection ❑ Pass ❑ Fail Pass if One of Lines # 9 through # 12 pass ❑ Pass ❑ Fail ✓ ❑I, the undersigned, verify that the above diagnostic test results were performed in conformance with the requirements for compliance credit. 1, the undersigned, also certify that the newly installed or retrofit Air -Distribution System Ducts, Plenums and Fans comply with Mandatory requirements specified in Section 150 (m) of the 2005 Building Energy Efficiency standards. Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Signature: Date: Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms December 2005 INSTALLATION CERTIFICATE (Page 5 of 12) CF -6R Site Address Permit Number ✓ Lid THERMOSTATIC EXPANSION VALVE (TW Procedures for field verification of thermostatic expansion valves are available in RA CM, Appendix R.I. �lA ✓ ❑ REFRIGERANT CHARGE MEASUREMENT Verification for Required Refrigerant Charge and Adequate Airflow for Split System Space Cooling Systems without Thermostatic Expansion Valves Outdoor Unit Serial # Access is provided for inspection. The procedure shall Location Return (evaporator entering) air dry-bulb temperature (Treturn, db) consist of visual verification that the TXV is installed on OF ✓dT, Yes D No the system and installation of the specific equipment ❑ Evaporator saturation temperature (Tevaporator, sat) shall be verified. Date of Verification Suction line temperature (Tsuction, db) Yes is a pass Pass Fail �lA ✓ ❑ REFRIGERANT CHARGE MEASUREMENT Verification for Required Refrigerant Charge and Adequate Airflow for Split System Space Cooling Systems without Thermostatic Expansion Valves Outdoor Unit Serial # Location Return (evaporator entering) air dry-bulb temperature (Treturn, db) Outdoor Unit Make OF Outdoor Unit Model Cooling Capacity Evaporator saturation temperature (Tevaporator, sat) Btu/hr Date of Verification Suction line temperature (Tsuction, db) Date of Refrigerant Gauge Calibration OF (must be checked monthly) Date of Thermocouple Calibration OF (must be checked monthly) Standard Charge Measurement Procedure (outdoor air da -bulb 55°F and above): Procedures for Determining Refrigerant Charge using the Standard Method are available in RACM, Appendix RD2. Note: The system should be installed and charged in accordance with the manufacturer's specifications before starting this procedure. Measured Temperatures Supply (evaporator leaving) air dry-bulb temperature (Tsupply, db) OF Return (evaporator entering) air dry-bulb temperature (Treturn, db) OF Return (evaporator entering) air wet -bulb temperature (Treturn, wb) OF Evaporator saturation temperature (Tevaporator, sat) 0 . OF Suction line temperature (Tsuction, db) OF Condenser (entering) air dry-bulb temperature (Tcondenser, db) OF Superheat Charee Method Calculations for Refrieerant Charge Actual Superheat = Tsuction, db — Tevaporator, sat OF Target Superheat (from Table RD -2) OF Actual Superheat — Target Superheat (System passes if between -5 and +5°F) OF Temperature Split Method Calculations for Adequate Airflow Split Method Calculation is not necessary if Adequate Airflow credit is taken Actual Temperature Split = T return, db Tsupply, db OF Target Temperature Split (from Table RD3) OF Actual Temperature Split Target Temperature Split (System passes if between - 3°F and +3°F or, upon remeasurement, if between -3°F and -100°F of Residential Compliance Forms ' April 2005 INSTALLATION CERTIFICATE (Page 6 of 12) CF -6R Site Address -T Permit Number Standard Charge Measurement Summary: System shall pass both refrigerant charge and adequate airflow calculation criteria from the same measurements. If corrective actions were taken, both criteria must be remeasured and recalculated. ✓ ❑ Yes 10 No I System Passes Alternate Charge Measurement Procedure (outdoor air dry-bulb below 55 °F)• Note: The system should be installed and charged in accordance with the manufacturer's specifications and installer verification shall be documented on CF -6R before starting this procedure. If outdoor air dry-bulb is 55 °F or above, installer shall use the Standard Charge Measure Procedure: Procedures for Determining Refrigerant Charge using the Alternate Method are available in RACM, Appendix RD3. Weigh -In Charging Method for Refrigerant Charge Actual liquid line length: ft Manufacturer's Standard liquid line length: ft Difference (Actual — Standard): ft Manufacturer's correction (ounces per foot) x difference in length = ounces (+ = add) (- = remove) leasured Airflow Method for Adequate Airflow Verification available in R,4 CM, Appendix RD2.6 Calculated Airflow: Cooling Capacity (Btu/hr) X 0.033 (cf n/Btu-hr) = CFM Measured Airflow is CFM (Measured airflow must be greater than the calculated airflow). Alternate Charge Measurement Summary: System shall pass both refrigerant charge and adequate airflow calculation criteria from the same measurements. If corrective actions were taken, both criteria must be remeasured and recalculated. ✓ 111 Yes 111 No I Svstem Passes Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Signature: Date: Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 7 of 12) CF -6R Site Address Permit Number MISCELLANEOUS CREDITS ✓]AGNOSTIC SUPPLY DUCT LOCATION, SURFACE AREA AND R -VALUE Proced s for field verification and diagnostic testing for this group compliance credits are available in RA CM, Appendix RC, RE & RH. ✓ ESS THAN 12 LINEAL FEET OF SUPPLY DUCT OUTSIDE OF CONDITIONED SPACE C L CE CREDIT ✓ es I ANo I Less than 12 lineal feet of supply duct outside of conditioned space. Yes to this compliance credit is a pass ✓IYPass ✓ ail ✓ WSUPPLY DUCTS LOCATED IN CONDITIONED SPACE COMPLIANCE CREDIT ✓SWes I 3irNo I Ducts are located within the conditioned volume of building. Yes to this com liance credit is a pass 1 ✓ 17 Pass 1 ✓ ❑ Fail Duct System Design verification is required for a compliance credit for the following: 1. Supply duct surface area reduction 2. Buried supply ducts on the ceiling 3. Deeply buried supply ducts ✓ DUCT SYSTEM DESIGN VERIFICATION ✓ Crawl Space ❑ No Adequate airflow verified R-8.0 Surface Area ``//Yes kr' es ❑ No The duct system design plan meets the requirements specified in RACM, Appendix RE, Section RE.4.2 ✓ ✓ ❑ No The duct system design plan exists on building plans ✓ 1 /Yes LTJ Yes ❑ No Duct sizes, duct system layout and locations of supply & return registers match the duct system design plan Yes to all is a pass I ✓ ❑ Pass ✓ ❑ Fail ✓ ❑ SUPPLY DUCTS SURFACE AREA REDUCTION COMPLIANCE CREDIT Attic Crawl Space R-4.2 Deeply Duct Surface Basement Covered Covered Other Diameter Area R-6.0 Surface Area R-8.0 Surface Area ❑ ❑ ❑ ❑ ❑ D ✓ Yes to ducts stem desi , supply duct surface area reduction and this compliance credit is a pass ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ Total Surface Area for Each R -Value = ✓ ❑ Yes I D No latches Performance's CF -1R? `/ Yes to all is a pass ❑ Pass ❑ Fail ✓ ❑ BURIED DTICTS ON THE CF.H.tNC. COMPLIANCE CREDIT ✓ ❑ DEEPLY BURIED DUCTS COMPLIANCE CREDIT ✓ ❑ Yes ❑ No Buried Ducts on the Ceiling ❑ Yes ❑ No I Verified High Insulation Installation Quality ✓ ✓ Yes to ducts stem desi , supply duct surface area reduction and this compliance credit is a pass ❑ Pass ❑ Fail ✓ ❑ DEEPLY BURIED DUCTS COMPLIANCE CREDIT ✓ ❑ Yes ❑ No Deeply Buried Ducts ❑ Yes ❑ No Verified High Insulation Installation Quality ✓ ✓ Yes to ducts stem design, supply duct surface area reduction and this compliance credit is a pass ❑Pass ❑ Fail Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 8 of 12) CF -6R Site Address Permit Number ✓❑ FAN WATT DRAW Procedures for measuring the air handler watt draw are available in RACM. ADDendix RE3.2. ✓ Method For Fan Watt Draw Measurement ✓ ❑ RE3.2.1 Portable Watt Meter Measurement ❑ RE3.2.2 Utility Revenue Meter Measurement ❑ Measured Fan Watt Draw Diagnostic Fan Flow Using Measured Fan Flow enter total cfin from airflow verification ❑ Yes Enter results of Watts/cfin RE4.1.2 Diagnostic Fan Flow Using Plenum Pressure Matching ❑ Yes ❑ RE4.1.3 Diagnostic Fan Flow Using ✓ ❑ Yes ❑ No Measured fan watt/cfm draw is equal to or lower than the fan watt/cfin draw documented in CF -1R ❑ ❑ Cooling capacities of installed systems are <_ to maximum cooling capacity indicated on the Performance's CF -1R and RF -3. Measured Airflow: Yes is a pass Pass Fail ✓ ❑ ADEQUATE AIRFLOW VERIFICATION Prncedures fnr measuring the airflow are available in RACM ADDendix RE3.1. ✓ Method For Airflow Measurement ✓ ❑ Yes ❑ RE4.1.1 Diagnostic Fan Flow Using Flow Capture Hood ❑ Yes ❑ RE4.1.2 Diagnostic Fan Flow Using Plenum Pressure Matching ❑ Yes ❑ RE4.1.3 Diagnostic Fan Flow Using Flow Grid Measurement ❑ Yes ❑ No Duct design exists on plans ✓ ❑ Yes ❑ No Cooling capacities of installed systems are <_ to maximum cooling capacity indicated on the Performance's CF -1R and RF -3. Measured Airflow: ✓ ❑ Yes ❑ No If the cooling capacities of installed systems are > than maximum ✓ ✓ cooling capacity in the CF -1R, then the electrical input for the installed systems must be <_ to electrical input in the CF -1R. ❑ ❑ Rated Tons cfm/ton Yes to 1, 2, and 3; and Yes to either 4 or 5 is a pass Pass Fail ✓ ✓ ✓ ❑ Yes ❑ No Measured airflow is greater than the criteria in Table RE -2 Yes is a pass Pass Fail ✓ ❑ MAXIMUM COOLING CAPACITY Procedures for determining maximum cooling load caDacity are available in RACM.. ADDendix RF3. Watts cf n Watts/cf n Total cfin cfin/ton 1 ✓ ❑ Yes ❑ No Adequate airflow verified (see adequate airflow credit) 2 ✓ ❑ Yes ❑ No Refrigerant charge or TXV 3 ✓ ❑ Yes ❑ No Duct leakage reduction credit verified 4 ✓ ❑ Yes ❑ No Cooling capacities of installed systems are <_ to maximum cooling capacity indicated on the Performance's CF -1R and RF -3. 5 ✓ ❑ Yes ❑ No If the cooling capacities of installed systems are > than maximum ✓ ✓ cooling capacity in the CF -1R, then the electrical input for the installed systems must be <_ to electrical input in the CF -1R. ❑ ❑ Yes to 1, 2, and 3; and Yes to either 4 or 5 is a pass Pass Fail ✓❑ HIGH EER AIR CONDITIONER Procedures or veri cation are available in RACM, Appendix RI. 1 ✓ ❑ Yes ❑ No EER values of installed systems match the CF -1R 2 ✓ ❑ Yes ❑ No Fors lit system, indoor coil is matched to outdoor coil 3 ❑ Yes ❑ No Time Delay Relay Verified (If Required) Yes to 1 and 2; and 3 (If Require Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Signature: Date: Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms April 2005 ✓ I ✓ ❑ ❑ is a pass Pass Fail Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 9 of 12) CF -6R Site Address Permit Number An installation certificate is required to be posted at the building site or made available for all appropriate inspections. (The information provided on this form is required) After completion of final inspection, a copy must be provided to the building department (upon request) and the building owner at occupancy, per Section 10-103(a). BUILDING ENVELOPE LEAKAGE DIAGNOSTICS ✓ ❑ F.NVFLOPF. SEALING INFILTRATION REDUCTION Procedures for field verification and diagnostic testing of envelope leakage are available in RACM,, Appendix RC. Diagnostic Testing Results ✓ ✓ Building Envelope Leakage (CFM @ 50 Pa) as measured by Rater: ❑ ❑ Measured envelope leakage less than or equal to the required level from 1 Yes No CF -1R? 2. ❑ ❑ Is Mechanical Ventilation shown as required on the CF -1R? Yes No ❑ ❑ If Mechanical Ventilation is required on the CF -IR (`Yes' in line 2), has it 2a Yes No been installed? 11 11 Check this box `yes' if mechanical ventilation is required (`Yes' in line 2) Check 2b. ventilation fan watts are no greater than shown on CF -1R. Yes No Measured Watts = ❑ ❑ Check this box "yes" if measured building infiltration (CFM @ 50 Pa) is 3. greater than the CFM @ 50 values shown for an SLA of 1.5 on CF -1R Yes No If this box is checked no, mechanical ventilation is required.) Check this box "yes" if measured building infiltration (CFM @ 50 Pa) is ❑ ❑ less than the CFM @ 50 values shown for an SLA of 1.5 on CF -IR, 4 Yes No mechanical ventilation is installed and house pressure is greater than minus 5 Pascal with all exhaust fans operating. Pass if: a. Yes in line 1 and line 3, or ✓ `� ❑ ❑ b. Yes in line 1 and line2, 2a, and 2b, or c. Yes in line 1 and Yes in line 4. Otherwise fail. Pass Fail ✓ 111, the undersigned, verify that the building envelope leakage meets the requirements claimed for building leakage reduction below default assumptions as used for compliance on the CF -1R This is to certify that the above diagnostic test results and the work I performed associated with the test(s) is in conformance with the requirements for compliance credit. (The builder shall provide the HERS provider a copy of the CF -6R signed by the builder employees or subcontractors certifying that diagnostic testing and installation meet the requirements for compliance credit.) Test Performed Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Signature: Date: Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE), BUILDING OWNER AT OCCUPANCY Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 10 of 12) CF76R Site Address -7 Permit Number Insulation Installation Quality Certificate ✓ ❑ Description of Insulation, (CF -6R, formerly IC -1) signed by the installer stating: insulation manufacturer's name, material identification, installed R -values, and for loose -fill insulation: minimum weight per square foot and minimum inches ✓ ❑ Installation meets all applicable requirements as specified in the High Quality Insulation Installation Procedures (ACM, Appendix RH) ✓ FLOOR ❑ ❑ lff All floor joist cavity insulation installed to uniformly fit the cavity side-to-side and end-to-end Yes No NA ❑ ❑ 11f Insulation in contact with the subfloor or rim joists insulated Yes No NA ❑ ❑ R Insulation properly supported to avoid gaps, voids, and compression Yes No NA ✓ WALLS ® ❑ ❑ Wall stud cavities caulked or foamed to provide an air tight envelope Yes No NA so ❑ ❑ Wall stud cavity insulation uniformly fills the cavity side-to-side, top -to -bottom, and front -to -back Yes No NA ® ❑ ❑ Yes No NA No gaps ® ❑ ❑ No voids over 3/4" deep or more than 10% of the batt surface area. Yes No NA IN ❑ ❑ Hard to access wall stud cavities such as; corner channels, wall intersections, and behind Yes No NA tub/shower enclosures insulated to proper R -Value is ❑ ❑ Small spaces filled Yes No NA ❑ ❑ U Rim -joists insulated Yes No NA ❑ ❑ ® Loose fill wall insulation meets or exceeds manufacturer's minimum weight -per -square -foot Yes No NA I requirement ✓ ROOF/CEILING PREPARATION ❑ ❑ Is All draft stops in place to form a continuous ceiling and wall air barrier Yes No NA ❑ ❑ All drops covered with hard covers Yes No NA ❑ ❑ M All draft stops and hard covers caulked or foamed to provide an air tight envelope Yes No NA 10 ❑ ❑ All recessed light fixtures IC and air tight (AT) rated and sealed with a gasket or caulk between the Yes No NA housing and the ceiling ❑ ❑ ® Floor cavities on multiple -story buildings have air tight draft stops to all adjoining attics Yes No NA ® ❑ ❑ Eave vents prepared for blown insulation - maintain net free -ventilation area Yes No NA ❑ ❑ in Knee walls insulated or prepared for blown insulation Yes No NA ® ❑ ❑ Area under equipment platforms and cat -walks insulated or accessible for blown insulation Yes No NA ❑ ❑ Attic rulers installed Yes No NA Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 11 of 12) CF -6R Site Address -7 Permit Number ✓ ROOF/CEILING BATTS ❑ ❑ a Date: LO/2a/ ) 9 Yes No NA No gaps Yes No NA No voids over % in. deep or more than 10% of the batt surface area. Yes No NA Insulation in contact with the air -barrier ❑ ❑ a Yes No NA Recessed light fixtures covered ❑ ❑ 10 Net free -ventilation area maintained at eave vents Yes No NA ✓ ROOF/CEILING LOOSE -FILL 1\ ❑ ❑ Yes No NA Insulation uniformly covers the entire ceiling (or roof) area from the outside of all exterior walls. 91 ❑ ❑ Yes No NA Baffles installed at eaves vents or soffit vents - maintain net free -ventilation area of eave vent ® ❑ ❑ Yes No NA Attic access insulated M ❑ ❑ Yes No NA Recessed light fixtures covered ® ❑ ❑ Yes No NA Insulation at proper depth — insulation rulers visible and indicating proper depth and R -value M ❑ ❑ Loose -fill insulation meets or exceeds manufacturer's minimum weight and thickness requirements Yes No NA for the target R -value. Target R -value . Manufacturer's minimum required weight for the target R -value (pounds -per -square -foot). Manufacturer's minimum required thickness at time of installation . Manufacturer's minimum required settled thickness . Note. To receive compliance credit the HERS rater shall verify that the manufacturer's minimum weight and thickness has been achieved for the target R -value. CF -6R only) DECLARATION ✓ 15 I hereby certify that the installation meets all applicable requirements as specified in the Insulation Installation Procedures. Installing Subcontractor (Co. Name) OR General Contractor Co. Name) O er Signature: Date: LO/2a/ ) 9 Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE), BUILDING OWNER AT OCCUPANCY Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 12 of 12) CF -6R Site Address Permit Number County Subdivision Lot Number Description of Insulation (Formerly IC -1 Form) 1. RAISED FLOOR Material Thickness (inches) 2. SLAB FLOOR/PERIMETER Material Thickness (inches) Perimeter Insulation Depth (inch 's) EXTERIOR WALL Frame Type 2 K Lo A. Cavity Insulation Material ' ©W)e,� Thickness (inches) (� B . Exterior Foam Sheathing Material 1 14 Thickness (inches) 4. FOUNDATION WALL Material 1 Thickness (inches) CEILING Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name n A— e - Thermal Resistance (R -Value) — l Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Batt or Blanket Type Brand Name 0 &0C, Thickness (inches) j 2" Thermal Resistance (R -Value) — Loose Fill Type 0„) elm , Brand (fit u,� Contractor's min installed weight/ft' lb Minimum thickness 12 inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value) 6. ROOF Material ,Q, Thickness (inches) Declaration Brand NameIL Thermal Resistance (R -Value) `% ✓ ❑ I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicable. Item #sSignature (if applicable) Date Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner OR Window Distributor Item #s Signature Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner OR Window Distributor Item #s Signature Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner OR Window Distributor Residential Compliance Forms . April 2005 INSTALLATION CERTIFICATE (Page 1 of 12) CF -6R Site Address Permit Number Installation certificates (CF -6R) are required for each and every dwelling unit. When the installation of measures that require field verification and diagnostic testing is complete, the builder or the builder's subcontractor shall complete diagnostic testing and the procedures specified in this section. When the installation is complete, the builder or the builder's subcontractor shall complete the CF -6R (Installation Certificate), and keep it at the building site for review by the building department. The builder also shall provide a copy of the Installation Certificate to the HERS rater for any measures requiring field verification and diagnostic testing, per Section 10-103(a). WATER HEATING SYSTEMS: CEC Certified Heater Mfr Name & T'vpe Model Number Distribution Type If # of Rated Input (Std, Point- Recirculation, Identical (kW or Tank Volume of -Use, etc) Control Type Systems Btuft)� (gallons) External Efficiency Standby Insulation (EF, RE)2 Loss (%)Z R -value ISA S ee N 1 For small gas storage (rated input of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list Energy Factor (EF). For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Recovery (RE), Thermal Efficiency, Standby Loss and Rated Input. For instantaneous gas water heaters, list Thermal Efficiency and Rated Input. 2. R-12 external insulation is mandatory for storage water heaters with an energy factor of less than 0.58. Kitchen Piping: If indicated on the CF -1 R, all hot water piping > 3/4 inches in diameter that runs from the hot water source to the kitchen fixtures is insulated. Faucets & Shower Heads: All faucets and showerheads installed are certified to the Energy Commission, pursuant to Title 24, Part 6, Section 111. Central Water Heating in Buildings with Multiple Dwelling Units (required for prescriptive) QAll hot water piping in main circulating loop is insulated to requirements of § 1500) ❑Central hot water systems serving six or fewer dwelling units which have (1) less than 25' of distribution piping outdoors; (2) zero distribution piping underground; (3) no recirculation pump; and (4) insulation on distribution piping that meets the requirements of Section 1500) ❑Central hot water systems serving more than 6 dwelling units - presence of either a time control or a time/temperature control ✓ LAY I, the undersigned, verify that equipment listed above my signature is: 1) the actual equipment installed; 2) equivalent to or more efficient than that specified in the certificate of compliance (Form CF -1R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and 3) equipment that meets or exceeds the appropriate requirements for manufactured devices (from the Appliance Efficiency Regulations or Part 6), where applicable. Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) Owner Signature: ' Date: Copies to: BUILDING DEPARTMENT, TIERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY M Residential Compliance Forms September 2005 INSTALLATION CERTIFICATE (Page 2 of 12) CF -6R Site Address I Permit Number An installation certificate is required to be posted at the building site or made available for all appropriate inspections. (The information provided on this form is required) After completion of final inspection, a copy must be provided to the building department (upon request) and the building owner at occupancy, per Section 10-103(a). FENESTRATION/GLAZING: t� Use values from a fenestration product's NFRC label. For fenestration products without an NFRC label, use the default values from Section 116 of the Energy Efficiency Standards. 2) Installed U -factor must be less than or equal to values from CF -1R. Installed SHGC must be less than or equal to values from CF -1R, or a shading device (exterior or overhang) is installed as specified on the CF -1R. Alternatively, installed weighted average U -factors for the total fenestration area are less than or equal to values from CF -1R. If using default table SHGC values from § 116 identify whether tinted or not. ✓ �, the undersigned, verify that the fenestration/glazing listed above my signature: 1) is the actual fenestration product installed; 2) is equivalent to or has a lower U -factor and lower SHGC than that specified in the certificate of compliance (Form CF -1R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and 3) the product meets or exceeds the appropriate requirements for manufactured devices (from Part 6), where applicable. Item #s Manufacturer/Brand Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner Name OR Window Distributor Item #s Total Installing Subcontractor (Co. Name) OR (if applicable) (GROUP LIKE Product U -factor Product SHGC Quantity of # of Like Product Area Exterior Square Shading Device Comments/Location/ Item RODUCTS) (<_ CF -1R value) 2 (<_CF -IR value)2 Panes(Optional) Feet or Overhang Special Features OR Window Distributor 12- 22. 2. 3. 4. 5. 6. 7. $. j 9. 10. 11. �o 12. 14. 15. t� Use values from a fenestration product's NFRC label. For fenestration products without an NFRC label, use the default values from Section 116 of the Energy Efficiency Standards. 2) Installed U -factor must be less than or equal to values from CF -1R. Installed SHGC must be less than or equal to values from CF -1R, or a shading device (exterior or overhang) is installed as specified on the CF -1R. Alternatively, installed weighted average U -factors for the total fenestration area are less than or equal to values from CF -1R. If using default table SHGC values from § 116 identify whether tinted or not. ✓ �, the undersigned, verify that the fenestration/glazing listed above my signature: 1) is the actual fenestration product installed; 2) is equivalent to or has a lower U -factor and lower SHGC than that specified in the certificate of compliance (Form CF -1R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and 3) the product meets or exceeds the appropriate requirements for manufactured devices (from Part 6), where applicable. Item #s Signature Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner ,2- a `! OR Window Distributor Item #s Signature Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner OR Window Distributor Item #s Signature Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner OR Window Distributor Copies to: Building Department, HERS Rater (if applicable) Building Owner at Occupancy Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 3 of 12) CF -6R Site Address Permit Number An installation certificate is required to be posted at the building site or made available for all appropriate inspections. (The information provided on this form is required) After completion of final inspection, a copy must be provided to the building department (upon request) and the building owner at occupancy, per Section 10-103(a). HVAC SYSTEMS: Heating Equipment Equip Type (pkg. heat um CEC Certified Mfr. Name and Model Number. # of Identical Systems(>_CF-IR Efficiency (AFUE, etc.)' value) Duct Location attic etc. Duct or Piping R -value Heating Load hi/hr) Heating Capacity hi/hr e 1 AYZ 47-531 �rt`1lL l2-�o g© K Cooling Equipment Equip Type -(pkg. heat um CEC Certified Mfr. Name and Model Number # of Identical S stems>_CF-1R Efficiency� (SEER or EER) value) Duct Location attic, etc. Duct R -value Cooling Load hb%r Cooling Capacity tu/hr 1. > symbol reads greater than or equal to what is indicated on the CF -IR value. Include both SEER and EER if compliance credit for high EER air conditioner is claimed. ✓ ❑I 1, the undersigned, verify that equipment listed above is: 1) is the actual equipment installed, 2) equivalent to or more efficient than that specified in the certificate of compliance (Form CF -1R) submitted for compliance with the Energy Efficiency Standards for residential buildings, and 3) equipment that meets or exceeds the appropriate requirements for manufactured devices (from the Appliance Efficiency Regulations or Part 6), where applicable. Installing Subcontractor (Co. Name) OR General Contractor Name OR Owner Rj ` 1 uL (Co. Signature: Date: Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 4 of 12) CF -6R Site Address Permit Number INSTALLER COMPLIANCE STATEMENT FOR DUCT LEAKAGE INSTALLER COMPLIANCE STATEMENT The building was: ✓ ❑Tested at Final ✓ ❑ Tested at Rough -in INSTALLER VISUAL INSPECTION AT FINAL CONSTRUCTION STAGE FOR NEW DUCTS: . ❑ • Remove at least one supply and one return register, and verify that the spaces between the register boot and the interior finishing wall are properly sealed. ❑ If the house rough -in duct leakage test was conducted without an air handler installed, inspect the connection points between the air handler and the supply and return plenums to verify that the connection points are properly sealed. ❑ Inspect all joints to ensure that no cloth backed rubber adhesive duct tape is used on new ducts. ✓ ❑ DUCT LEAKAGE REDUCTION Prnroduwe fnr frotd oorifieatian and diaQnnstic testing of air distribution systems are available in RA CM, Appendix RC4.3 NEW CONSTRUCTION: Duct Pressurization Test Results (CFM @ 25 Pa) Measured Values 1 Enter Tested Leakage Flow in CFM: 2 Fan Flow: Calculated (Nominal: ✓ ❑ Cooling ✓ ❑ Heating) or ✓ ❑ Measured If Fan Flow is Calculated as 400 cfin/ton x number of tons or as 21.7 cf n/(kBtu/hr) x Heating Capacity in Thousands of Btu/hr, enter total calculated or measured fan flow in CFM here: ✓ ✓ 3 Pass if Leakage Percentage < 6% for Final or < 4% at Rough -in without air handle: 100 x Line # 1 / Line # 2 ❑ Pass ❑ Fail ALTERATIONS: Duct System and/or HVAC Equipment Change -Out 4 Enter Tested Leakage Flow in CFM from Pre -Test of Existing Duct System Prior to Duct System Alteration and/or Equipment Change -Out. 5 Enter Tested Leakage Flow in CFM from Final Test of New Duct System or Altered Duct System for Duct System Alteration and/or Equipment Chana-Out. 6 Enter Reduction in Leakage for Altered Duct System ine # 4 Minus Line # 5 ] —(Only if Applicable) 7 Enter Tested Leakage Flow in CFM to Outside (Only if Applicable) ✓ ✓ 8 Entire New Duct System - Pass if Leakage Percentage < 6% for Final. 100 x ine # 5 / Line # 2 ❑ Pass ❑ Fail TEST OR VERIFICATION STANDARDS: For Altered Duct System and/or HVAC Equipment Change- Out Use one of the following four Test or Verification Standards for compliance: ✓ ✓ 9 Pass if Leakage Percentage < 15% [100 x [ (Line # 5) / (Line # 2)]] ❑ Pass ❑ Fail 10 Pass if Leakage to Outside Percentage < 10% [100 x �_ (Line # 7) / (Line # 2)]] ❑ Pass ❑ Fail 11 Pass if Leakage Reduction Percentage > 60% [100 x L_(Line # 6) / (Line # 4)]] and Verification by Smoke Test and Visual Inspection ❑ Pass ❑ Fail 12 Pass if Sealing of all Accessible Leaks and Verification by Smoke Test and Visual Inspection ❑Pass ❑ Fail Pass if One of Lines # 9 through # 12 ass ❑ Pass ❑ Fail ✓ ❑I, the undersigned, verify that the above diagnostic test results were performed in conformance with the requirements for compliance credit. I, the undersigned, also certify that the newly installed or retrofit Air -Distribution System Ducts, Plenums and Fans comply with Mandatory requirements specified in Section 150 (m) of the 2005 Building Energy Efficiency standards. Installing Subcontractor (Co. Name) OR General Contractor (Co.. Name) OR Owner Signature: Date: Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms December 2005 INSTALLATION CERTIFICATE (Page 5 of 12) CF -6R Site Address Permit Number ✓ ❑ THERMOSTATIC EXPANSION VALVE (TXV) ` V Procedures for field verification of thermostatic expansion valves are available in RACM, Appendix RI. Access is provided for inspection. The procedure shall consist of visual verification that the TXV is installed on ✓ ❑ Yes ❑ No the system and installation of the specific equipment ❑ ❑ shall be verified. Yes is a Dass I Pass I Fail F,A ✓ ❑ REFRIGERANT CHARGE MEASUREMENT Verification for Required Refrigerant Charge and Adequate Airflow for Split System Space Cooling Systems without Thermostatic Expansion Valves Outdoor Unit Serial # Location Return (evaporator entering) air dry-bulb temperature (Treturn, db) Outdoor Unit Make OF Outdoor Unit Model Cooling Capacity Evaporator saturation temperature (Tevaporator, sat) Btu/hr Date of Verification Suction line temperature (Tsuction, db) Date of Refrigerant Gauge Calibration OF (must be checked monthly) Date of Thermocouple Calibration OF (must be checked monthly) Standard Charge Measurement Procedure (outdoor air dry-bulb 55°F and above): Procedures for Determining Refrigerant. Charge using the Standard Method are available in RA CM, Appendix RD2. Note: The system should be installed and charged in accordance with the manufacturer's specifications before starting this procedure. Measured Temperatures Supply (evaporator leaving) air dry-bulb temperature (Tsupply, db) OF Return (evaporator entering) air dry-bulb temperature (Treturn, db) OF Return (evaporator entering) air wet -bulb temperature (Treturn, wb) OF Evaporator saturation temperature (Tevaporator, sat) OF Suction line temperature (Tsuction, db) OF Condenser (entering) air dry-bulb temperature (Tcondenser, db) OF Superheat Charee Method Calculations for Refrigerant Charge Actual Superheat = Tsuction, db — Tevaporator, sat OF Target Superheat (from Table RD -2) OF Actual Superheat — Target Superheat (System passes if between -5 and +5°F) OF Temperature Split Method Calculations for Adequate Airflow S lit Method Calculation is not necessary i Ade uate Airflow credit is taken Actual Temperature Split = T return, db Tsupply, db OF Target Temperature Split (from Table RD3) OF Actual Temperature Split Target Temperature Split (System passes if between - 3°F and +3°F or, upon remeasurement, if between -3°F and -100°F of Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 6 of 12) CF -6R Site Address -7 Permit Number Standard Charge Measurement Summary: System shall pass both refrigerant charge and adequate airflow calculation criteria from the same measurements. If corrective actions were taken, both criteria must be remeasured and recalculated. F7--FD—Yes ❑ No I System Passes Alternate Charge Measurement Procedure (outdoor air dry-bulb below 55 °F) Note: The system should be installed and charged in accordance with the manufacturer's specifications and installer verification shall be documented on CF -6R before starting this procedure. If outdoor air dry-bulb is 55 OF or above, installer shall use the Standard Charge Measure Procedure: Procedures for Determining Refrigerant Charge using the Alternate Method are available in RACM, Appendix RD3. Weigh -In Charging Method for Refrigerant Charge Actual liquid line length: ft Manufacturer's Standard liquid line length: ft Difference (Actual – Standard): ft Manufacturer's correction (ounces per foot) x difference in length = ounces (+ = add) (- = remove) Zeasured Airflow Method for Adequate Airflow Verification available in RA CM, Appendix RD2.6 Calculated Airflow: Cooling Capacity (Btu/hr) X 0.033 (cfmBtu-hr) = CFM Measured Airflow is CFM (Measured airflow must be greater than the calculated airflow). Alternate Charge Measurement Summary: System shall pass both refrigerant charge and adequate airflow calculation criteria from the same measurements. If corrective actions were taken, both criteria must be remeasured and recalculated. ✓ 111 Yes 113 No I Svstem Passes Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Signature: , Date: Copies to: BUILDING DEPARTMENT, TIERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 7 of 12) CF -6R Site Address Permit Number MISCELLANEOUS CREDITS ✓ ❑ DIAGNOSTIC SUPPLY DUCT LOCATION, SURFACE AREA AND R -VALUE Procedures for field verification and diagnostic testing for this group compliance credits are available in RA CM, Appendix RC, RE & AH. ✓ ❑ LESS THAN 12 LINEAL FEET OF SUPPLY DUCT OUTSIDE OF CONDITIONED SPACE COMPLIANCE CREDIT ✓ ❑Yes ❑No Less than 12 lineal feet of supply duct outside of conditioned space. Yes to this compliance credit is a pass ✓ ❑ Pass ✓ ❑ Fail ✓ ❑ SUPPLY DUCTS LOCATED IN CONDITIONED SPACE COMPLIANCE CREDIT ✓ ❑ Yes 10 No I Ducts are located within the conditioned volume of building. Yes to this compliance credit is a pass I ✓ ❑ Pass I ✓ ❑ Fail Lucy system Lesign vernucanun is regmreu 4or a cumpuance creuu. iur the iuuuwmg: 1. Supply duct surface area reduction 2. Buried supply ducts on the ceiling 3. Deeply buried supply ducts ✓ ❑ DUCT SYSTEM DESIGN VERIFICATION ✓ ❑ Yes ❑ No Ad uate airflow verified ✓ ❑ Yes ❑ No The duct system design plan meets the requirements specified in RACM, Appendix RE, Section RE.4.2 ✓ ❑ Yes ❑ No The duct system design plan exists on building plans ✓ ❑ Yes ❑ No Duct sizes, duct system layout and locations of supply & return registers match the duct system design plan Yes to all is a pass ✓ ❑ Pass ✓ ❑Fail ✓ ❑ SUPPLY DUCTS SURFACE AREA REDUCTION COMPLIANCE CREDIT Attic Crawl Space R-4.2 Deeply Duct Surface Basement Covered Covered Other Diameter Area R-6.0 Surface Area R-8.0 Surface Area ❑ ❑ ❑ ❑ ❑ ❑ ✓ Yes to ducts stem desi , supply duct surface area reduction and this compliance credit is a pass ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Total Surface Area for Each R -Value = ✓ ❑ Yes I ❑ No tches Performance's CF -1R? ✓ ✓ Yes to all is a pass ❑ Pass ❑ Fail ✓ ❑ BL1RtF.D DUCTS ON THF. CFtLtNC. COMPLIANrF. CRF.nIT ✓ ❑ DEEPLY BURIED DUCTS COMPLIANCE CREDIT ❑ Yes ❑ No Buried Ducts on the Ceiling I ❑ Yes ❑ No Verified High Insulation Installation Quality ✓ ✓ Yes to ducts stem desi , supply duct surface area reduction and this compliance credit is a pass ❑ Pass ❑ Fail ✓ ❑ DEEPLY BURIED DUCTS COMPLIANCE CREDIT Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms April 2005 ❑ Yes ❑ No Deeply Buried Ducts ❑ Yes ❑ No I Verified High Insulation Installation Quality ✓ ✓ Yes to ducts stem design, supply duct surface area reduction and this compliance credit is a pass ❑Pass ❑ Fail Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 8 of 12) CF -6R Site Address -7 Permit Number ✓❑ FAN WATT DRAW Procedures for measuring the air handler watt draw are available in RACM, Appendix RE3.2. ✓ Method For Fan Watt Draw Measurement ❑ RE3.2.1 Portable Watt Meter Measurement ❑ RE3.2.2 Utility Revenue Meter Measurement Measured Fan Watt Draw Measured Fan Flow enter total cfm from airflow verification Enter results of Watts/cfm ❑ RE4.1.1 ✓ ❑ Yes ❑ No Measured fan watt/cfm draw is equal to or lower than the fan watt/cfm draw documented in CF -1R ❑ ❑ ❑ RE4.1.2 Diagnostic Fan Flow Using Plenum Pressure Matching ❑ RE4.1.3 Diagnostic Fan Flow Using Flow Grid Measurement Yes is a pass Pass Fail ✓ ❑ ADEQUATE AIRFLOW VERIFICATION Procedures for measuring the airflow are available in RACM. Annendix RE3.1. ✓ Method For Airflow Measurement ❑ RE4.1.1 Diagnostic Fan Flow Using Flow Capture Hood ❑ RE4.1.2 Diagnostic Fan Flow Using Plenum Pressure Matching ❑ RE4.1.3 Diagnostic Fan Flow Using Flow Grid Measurement ❑ Yes ❑ No Duct design exists on plans Measured Airflow: Rated Tons cfm/ton ✓ ❑ Yes ❑ No Measured airflow is greater than the criteria in Table RE -2 ✓ ✓ Yes is a pass Pass Fail ✓ ❑ MAXIMUM COOLING CAPACITY Procedures or determinin maximum cooling load capacity are available in RACM, Appendix RF3. 1 ✓ ❑ Yes ❑ No Adequate airflow verified (see adequate airflow credit) 2 ✓ ❑ Yes ❑ No Refrigerant charge or TXV 3 ✓ ❑ Yes ❑ No Duct leakage reduction credit verified Watts cfm Watts/cfin Total cf n cfm/ton 4 ✓ 1 ❑ Yes ❑ No Cooling capacities of installed systems are _< to maximum cooling capacity indicated on the Performance's CF -1R and RF -3. If the cooling capacities of installed systems are > than maximum ✓ ✓ 5 ✓ ❑ Yes ❑ No cooling capacity in the CF -1R, then the electrical input for the installed systems must be <_ to electrical input in the CF -1R. ❑ 1 ❑ Yes to 1. 2. and 3; and Yes to either 4 or 5 is a nass Pass I Fail ✓❑ HIGH EER AIR CONDITIONER Procedures for verification are available in RACM, Appendix Rl. 1 ✓ ❑ Yes ❑ No I EER values of installed systems match the CF -1R 2 ✓ ❑ Yes ❑ No Fors lit system, indoor coil is matched to outdoor coil ✓ ✓ 3 ❑ Yes ❑ No Time Delay Relay Verified (If Required) ❑ ❑ Yes to 1 and 2; and 3 If Required) is a ass Pass Fail Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Signature: Date: Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 9 of 12) CF -6R Site Address Permit Number An installation certificate is required to be posted at the building site or made available for all appropriate inspections. (The information provided on this form is required) After completion of final inspection, a copy must be provided to the building department (upon request) and the building owner at occupancy, per Section 10-103(a). BUILDING ENVELOPE LEAKAGE DIAGNOSTICS ✓ ❑ ENVELOPE SEALING INFILTRATION REDUCTION Procedures for field verification and diagnostic testing of envelope leakage are available in RA CM, Appendix RC. Diagnostic Testing Results ✓ ✓ Building Envelope Leakage (CFM @ 50 Pa) as measured by Rater: ❑ ❑ Measured envelope leakage less than or equal to the required level from 1 Yes No CF -1R? ❑ ❑ 2. Is Mechanical Ventilation shown as required on the CF -1R? Yes No ❑ ❑ If Mechanical Ventilation is required on the CF -1R (`Yes' in line 2), has it 2a Yes No 1 been installed? ❑ ❑ Check this box `yes' if mechanical ventilation is required (`Yes' in line 2) 2b. and ventilation fan watts are no greater than shown on CF -1R. Yes No Measured Watts = ❑ 11 Check this box "yes" if measured building infiltration (CFM @ 50 Pa) is Check 3. than the CFM @ 50 values shown for an SLA of 1.5 on CF -1R Yes No If this box is checked no, mechanical ventilation is required.) Check this box "yes" if measured building infiltration (CFM @ 50 Pa) is ❑ ❑ less than the CFM @ 50 values shown for an SLA of 1.5 on CF -1R, 4 Yes No mechanical ventilation is installed and house pressure is greater than minus 5 Pascal with all exhaust fans operating. Pass if: a. Yes in line 1 and line 3, or ✓ ✓ b. Yes in line 1 and line2, 2a, and 2b, or c. Yes in line 1 and Yes in line 4. ❑ ❑ Otherwise fail. Pass Fail ✓ ❑ I, the undersigned, verify that the building envelope leakage meets the requirements claimed for building leakage reduction below default assumptions as used for compliance on the CF -1R. This is to certify that the above diagnostic test results and the work I performed associated with the test(s) is in conformance with the requirements for compliance credit. (The builder shall provide the HERS provider a copy of the CF -6R signed by the builder employees or subcontractors certifying that diagnostic testing and installation meet the requirements for compliance credit.) Test Performed Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Signature: Date: Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE), BUILDING OWNER AT OCCUPANCY Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 10 of 12) CF -6R Site Address Permit Number Insulation Installation Quality Certificate ✓ ❑ Description of Insulation, (CF -6R, formerly IC -1) signed by the installer stating: insulation manufacturer's name, material identification, installed R -values, and for loose -fill insulation: minimum weight per square foot and minimum inches ✓ ❑ Installation meets all applicable requirements as specified in the High Quality Insulation Installation Procedures (ACM, Appendix RH) ✓ FLOOR ❑ ❑ Yes No NA All floor joist cavity insulation installed to uniformly fit the cavity side-to-side and end-to-end ❑ ❑ Yes No NA Insulation in contact with the subfloor or rim joists insulated ❑ Yes ❑ I No 10 NA Insulation properly supported to avoid gaps, voids, and compression ✓ WALLS ® ❑ ❑ Wall stud cavities caulked or foamed to provide an air tight envelope Yes No NA ® ❑ ❑ Yes No NA Wall stud cavity insulation uniformly fills the cavity side-to-side, top -to -bottom, and front -to -back 0 ❑ ❑ Yes No NA No gaps 12 ❑ ❑ Yes No NA No voids over 3/4" deep or more than 10% of the batt surface area. ® ❑ ❑ Hard to access wall stud cavities such as; corner channels, wall intersections, and behind Yes No NA tub/shower enclosures insulated to proper R -Value is ❑ ❑ Yes No NA Small spaces filled ❑ ❑ ® Yes No NA Rim joists insulated ❑ ❑ 0 Loose fill wall insulation meets or exceeds manufacturer's minimum weight -per -square -foot Yes No NA requirement ✓ ROOF/CEILING PREPARATION ❑ ❑ IN Yes No NA All draft stops in place to form a continuous ceiling and wall air barrier Iff ❑ ❑ Yes No NA All drops covered with hard covers ❑ ❑ ® Yes No NA All draft stops and hard covers caulked or foamed to provide an air tight envelope 15 ❑ ❑ All recessed light fixtures IC and air tight (AT) rated and sealed with a gasket or caulk between the Yes No NA housing and the ceiling ❑ ❑ 19 Yes No NA Floor cavities on multiple -story buildings have air tight draft stops to all adjoining attics ® ❑ ❑ Yes No NA Eave vents prepared for blown insulation - maintain net free -ventilation area ❑ ❑ ® Yes No NA Knee walls insulated or prepared for blown insulation ® ❑ ❑ Yes No NA Area under equipment platforms and cat -walks insulated or accessible for blown insulation to ❑ ❑ Yes No NA Attic rulers installed Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 11 of 12) CF -6R Site Address Permit Number ✓ ROOF/CEILING BATTS DECLARATION ✓ 14 I hereby certify that the installation meets all applicable requirements as specified in the Insulation Installation Procedures. Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Signatur . Date: 161 2$ Yes No NA No gaps Yes No NA No voids over 'K in. deep or more than 10% of the batt surface area. Yes No NA Insulation in contact with the air -barrier 10 Yes 1.❑ No NA Recessed light fixtures covered ❑ 10 Net free -ventilation area maintained at eave vents Yes No NA ✓ ROOF/CEILING LOOSE -FILL 1@ ❑ ❑ Yes No NA Insulation uniformly covers the entire ceiling (or roof) area from the outside of all exterior walls. Is ❑ ❑ Yes No NA Baffles installed at eaves vents or soffit vents - maintain net free -ventilation area of eave vent ❑ ❑ Yes No NA Attic access insulated M ❑ ❑ Yes No NA Recessed light fixtures covered IN ❑ ❑ Yes No NA Insulation at proper depth — insulation rulers visible and indicating proper depth and R -value 0 ❑ ❑ Loose fill insulation meets or exceeds manufacturer's minimum weight and thickness requirements Yes No NA for the target R -value. Target R -value . Manufacturer's minimum required weight for the target R -value (pounds -per -square -foot). Manufacturer's minimum required thickness at time of installation . Manufacturer's minimum required settled thickness . Note: To receive compliance credit the HERS rater shall verify that the manufacturer's minimum weight and thickness has been achieved for the target R -value. CF -6R only) DECLARATION ✓ 14 I hereby certify that the installation meets all applicable requirements as specified in the Insulation Installation Procedures. Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Signatur . Date: 161 2$ Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE), BUILDING OWNER AT OCCUPANCY Residential Compliance Forms April 2005 INSTALLATION CERTIFICATE (Page 12 of 12) CF -6R Site Address Item #s Permit Number County Subdivision (if applicable) Lot Number Description of Insulation (Formerly IC -1 Form) 1. RAISED FLOOR OR Window Distributor Material W64 4 Brand Name — Thickness (inches) Thermal Resistance (R -Value) 2. SLAB FLOORIPERIMETER General Contractor (Co. Name) OR Owner Material fl) Brand Name Thickness (inches) Thermal Resistance (R -Value) Perimeter Insulation Depth (inches) 3. EXTERIOR WALL Frame Type A. Cavity Insulation Material Brand Nameyi S Thickness (inches) Thermal Resistance (R -Value) B . Exterior Foam Sheathing Material N r 14 Brand Name Thickness (inches) Thermal Resistance (R -Value) 4. FOUNDATION WALL Material Thickness (inches) 5. CEILING Brand Name Thermal Resistance (R -Value) Batt or Blanket Type Brand Name Ouaevo Thickness (inches) 12 ' Thermal Resistance (R -Value) Loose Fill Type Brand ouYeyt's Contractor's min instal ed weight/ft' lb Minimum thickness 12 inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value) 6. ROOF Material Brand Name Thickness (inches) Thermal Resistance (R -Value) Declaration ✓ Q -I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicable. Item #s (if applicable) Signature Date / U / Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner OR Window Distributor Item #s Signature Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner OR Window Distributor Item #s Signature Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner OR Window Distributor Residential Compliance Forms April 2005 I BUTTE (IOUNTY DEPARTMENT OF DEVI,'LOPMENT SERVICES INSPECTION CARD 24 Hour Inspection Line: (530) 538-76.6 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: 06-1901 Issued: 10/26/2006 Address: 1307 10TH ST APN: 030-132-017 Permit Subtype: SF; Owner: RICHARD HALL Applicant: OWNER Description: NSF/GAR/OPEN MUST BE ON JOB SITE JOB SHALL BE READY PRIOR TO CALLING FOR INSPECTION. THE INSPECTION CARD AND APPROVED PLANS MUST BE AVAILABLE FOR EACH INSPECTION OR THE INSPECTION WILL NOT BE MADE AND A RE -INSPECTION FEE MAY BE ASSESSED. ALL PLAN REVISIONS MUST BE APPROVET BY THE COUNTY BEFORE PROCEEDING Ins ection Type IVR INV,, -DATE Set ac s 132 a2 Foundations / Footings 111 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Steel/Holdowns 122 Do Not Pour Concrete Until Above a e igned Pre -Slab 124 Gas Test 404 , D M onry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 Do Not Install Floor Sheathing or Slab Until Above Signed Rough Framing 128 Z67 Rough Plumbing 406 2ILa� Rough Mechanical 316. Rough Electrical 208al- Gas Piping 403 Roof Nail 129 Shower Pan/Tub Test 408 i Fire Sprinkler 702 Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 T- -8— -Z-IF-7 Gas Gas Test 404 O Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Project Final 801 W A Inspection Type IVR WSP DATE -O pf 7 z2a - _7 c L �NJI VVIVI� �i�`�ITJI� e McNK20,TD TD is SID I reFm 1�1" ! � I NOTES /�� G. E. Py `r I �Dt Address GAS Meter By ELECTRIC Z Meter By Date �1/y— G ill PERMITS BECOME NULL AND VOID 1 YEAR FF;OM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspects::- Copy BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 53877541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds FEE INFORMATION Dwelling - Custom, Model $1,627.90 Fund 10 BLDG $1,085.26 SMIP - Residential $12.71 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires RICHARD HALL I HEREBY AFFIRM UNDER PENALTY OF PERJURY that 1 am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 10/26/2006 Contractor's Signature Date WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, 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 WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carder: Policy Number: Exp. Date: (This section need not be completed if the permit is for 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 the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X 10/26/2006 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip Total Charged: $2,725.87 Fees Paid: $2, Balance Due: $0.00 Receipt No: A ,.OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY than am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec, 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or.through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). pI, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: Owner's Signature 10/26/2006 Date I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County,to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the property owner's behalf. 10/26/2006 Owner ❑ Contractor . OR; Agent for Owner ElAgent for Contractor ASSESSOR COPY PROJECT INFORMATION Site Address: 1307 10TH ST Owner: Peri'nit NO: 06-1901 APN: 030-132-017 RICHARD HALL Permit type: RESIDENTIAL PO BOX 1151 Issued Date: 10/26/2006 By KCG Subtype: SFD-Custotn/Model PARADISE,'CA 95967-1151 Expiration Date: 10/26/2007 Description: NSF/GAR/OPEN (530) 877-3896 Occupancy: R-3 Zoning: Contractor Applicant: Square Footage: RICHARD HALL OWNER Building Garage Remdl/Addn PO BOX 1151 PO BOX 1151 1,735 522 PARADISE, CA 95967-1151 PARADISE, CA 95967-1151 Other Porch/Patio Total 530 877-3896 ( ) (530) 87 -3896 , Q, 'I Azn FEE INFORMATION Dwelling - Custom, Model $1,627.90 Fund 10 BLDG $1,085.26 SMIP - Residential $12.71 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires RICHARD HALL I HEREBY AFFIRM UNDER PENALTY OF PERJURY that 1 am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 10/26/2006 Contractor's Signature Date WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, 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 WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carder: Policy Number: Exp. Date: (This section need not be completed if the permit is for 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 the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X 10/26/2006 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip Total Charged: $2,725.87 Fees Paid: $2, Balance Due: $0.00 Receipt No: A ,.OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY than am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec, 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or.through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). pI, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: Owner's Signature 10/26/2006 Date I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County,to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the property owner's behalf. 10/26/2006 Owner ❑ Contractor . OR; Agent for Owner ElAgent for Contractor ASSESSOR COPY A f.--, . ! 'PI— lit MULALC UI k-.onaornnance Certificate 01512736 TH SS I•S TO CERT, :FY .that 'theglued IdiiFna,ed timber �evcutt5 33Ei �i"e'iE7 ii` ,- c F°$Lilie mark of =zngineere:� Wood Systems ( S) were manufactured in accordance with the aoniicable .=_tarida:- ' bd=.azzociaaed spepticaiions indicated below: �ytp�9�LFi°°!'.�4:QQ.�a o—C— 9t`!.V/1V`/,.0 YYI1r'at �^ c4va• O.t>..i }� /') educts � Sti IC',L „i 1 .31u.ed 'Fi Gued d ^'1't +il'T'wU Mr labJ^L"a i1'`Jv r'y.., a: 6,�..se. .A ..a 9v A';al 47i , .ions —/ :,;: .moi'.. Computer FIr'Qgra'm For Determining Design Stresses AITC 717-93 - Manufacturing - Standard SDe;iiicatiows For Structural _ Jli✓v'v '��3fy 851�eddfrd Timber Wit. ON =v5i.!9t w� i�� .�oea_:cs eLi;i alis aF eS ! 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"��11 .1 ti!3d6i?j b P _ E-sc Live Vice Pras-dee iL COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE cam- t eto t 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 call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. Date Inspector '�� -�3 Lr REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 Rg ,.,-:�,,.� — .. .�. _ .. .. ---'�"vet-ri--v..t'^sTr--+.i�.7z'►w: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES t' 7 Count Center Drive • Oroville, CA • 530 538-7541 r Y _ ( ) CORRECTION NOTICE OWNER PERMIT NO. M A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. Date L•Z n l�% l —� Inspector e REV 4/05 Phone # 23�r�? FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 .. �.• r /; =,_ < COUNTYOF BUTTE �-- BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. Date y v .7 Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 r IS COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 l f CORRECTION NOTICE }; i--� nu • I o OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is complete3i,./ If you have any questions pertaining to this matter, or need additional explanation, pl se contact the Building Inspector as indicated below. .S e 10'r C64 -f_ C -C o a ir �s �-! 6 o c SSC �-E zr .pig f � `�- b ur � �� � � � n •u" � Y r � ' .t► N S �� � � �-- _ . _ r a -e—(" eln Le- 4-1n - Date _ Z — Inspector Oci a �-. �' t/ l� jet, .p REV 4/05 Phone # S ` FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 n i COUNTY OF BUTTE - DEPARTMENT,OR PUj3LIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALL' O -WIA 95965 - TELEPHONE: 916/534-4541 * f T - PERMIT APPLICATION DATA SHEET /j A� -774 - - Permit No. OWNER Proposed Building Use Calc A. P. No. _ �� �- �� — '17 Building Inspector Date � e,7 At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED APPROVED All items have been submitted, _•_ _ _ 2. Plot plans inuplica ./triplicate, signpreparer of plans. 3. Complete plans in duplicate. /triplicate, signed by preparer of plans. 4. Complete engineered plans and talcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid" Stamp on Floor Plan . . . . . . • . 7 Statement of Intent for Non -Heated and AC Buildings. , 8. Fees of $ . 9. Letter of signature authorization. Sanitation approval from QoU//Z4 Health Dept, 11. Planning approval for (A) Use: (B) Parking: - -12. 12, Certificate of Workmen's Compensation Insurance. . . . . , 13. Contractor's License Information (no., name style, classif,) 14, Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ), _15. Improvements may be required. , , , , , , , , . 16. Mobilehome Installation Data. . . . . . . . .• q 17. Pre -Inspection for Required. Pre-Inspec. request to (Date) Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. } 20. Plot plan approval from city of 21. 22. Wh nLu Issue the permit, prgcle/ss as follows: Mail to owner, Mail to contractor. Telephone S�a'OJ7 wand hold for.pickup at e, Deliver w/insector. Other p Applicant /! � Date 41__Z7" $ 7 Copy of plans sent Health Dept., Fire Dept,, Other Date The following data must be submitted prior o permi 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 al _coup er by date Contractor, designer, owner, was ;Eate of above required data by—phone ma ou ter by date //% Plans checked by —l��Plans approved by Date %LJ% Sets of plans on hold in File cabinet AP folder Copy—DPW — Flours: 10:00 a.m. - 3:00 p.m. BUTTE COUNTY ' DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 �. WEBSITE: www.buttecounty.net\dds - PROJECT INFORMATION Site Address: 1307 10TH ST Owner: Permit No: 06-1901 APN: 030-132-017 RICHARD HALL Issued Date: 10/26/2006 By KCG Permit type: RESIDENTIAL PO BOX 1151 Subtype: SFD-Custom/Model PARADISE, CA 95967-1151 Expiration Date: 10/26/2007 Description: NSF/GAR/OPEN (530) 877-3896 Occupancy: R-3 Zoning: Contractor Applicant: Square Footage: RICHARD HALL OWNER Building Garage Remdl/Addn PO BOX 1151 PO BOX 1151 1,735 522 PARADISE, CA 95967-1151 PARADISE, CA 95967-1151 Other Porch/Patio Total (530)877-3896 (530)877-3896 ...182 2,439 FEE INFORMATION Dwelling - Custom, Model $1,627.90 A Fund 10 BLDG $1,085.26 SMIP - Residential $12.71 Total Charged: $2,725.87 Fees Paid: $2,725.87 Balance Due: $0.00 Receipt No: B664 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATIONr Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License RICHARD HALL- / / Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 also requires the applicant for such permit to file a signed statement that he or she is licensed (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any -violation of Section 7031.5 by any applicant for a permit subjects X 10/26/2006 the applicant to a civil penalty of not more than five hundred dollars [$5001; Contractor's Signature Date Please check one of the following: WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, 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 WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Cartier: Policy Number: Exp. Date: (This section nee not be completed if the permit is for one hundred ollars ($100) or less.) CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' ompensation 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. l% X 10/26/2006 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY . I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip BVI, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE �T-`j•6pMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS, NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees; provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose. of sale.). ❑I, As OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED ' CONTRACTORS TO CONSTRUCT THE PROJECT (Seca 7044,'Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPT under Section B. & P.C. for this reason: Owner's Signature \ Date I hereby certify that I have read this application and state that the above information is correct. I agree. to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnity; and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk; street, or subsidewalk. I hereby authorize representatives of Butte qpWM370 enter the above mentioned property for inspection purposes. I hereby certify that I am the :roPeo r or am aut rized to act propgrty own behalf. Z . � 10/26/2006 P ttPP_ rsl .NII Print n.tn ContractorOR: 1:1Agent for Owner ❑ t 9 Agent for Contractor - FILE COPY i . BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONC OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds 12 1 Smzp*PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name Name i ame Z ' L Address q� c / I's 1 Citycx.wGA r J-_Sta Fax Z' 16 Phone � Fax E-mail C'0 Fax APPLICANT INFORMATION CONTRACTOR Name City Address Zip City Fax State Zip Phone Map Book Fax E-mail Planner Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail --APPLICANT SIGNATURE X e— For office use only: Zoning _ Flood Zone ee�ec v �- Fr70!!l SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BIN # A PROJECT LOCATION AP# 61%3 3 , . r 0 12 Property Address L l0 � Ci{� V ee�ec v �- Fr70!!l Sheriff WORKER'S COMPENSATION Policy Number Carrier Nhiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. I Q ty U S' 2-D LENDING AGENCY Name �l Address K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: WE D it 1.736 J27 1 V-?_ Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by:�,h Receipt #: `� 565& t 0hu 4-b Date: S .�G_ - Amount: VAS 2C Bldg SRA Sheriff SMIP Other I Q ty U S' 2-D Total REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 '"•�'•.�'t-�rv�,.�.:v.:�:=s.r,�.i•r�'e�,�,�=r�-�s.y,.r,,,���":�Sw4r'�- _..cr-•'•^,*,�--���+.:a.» .�„'.'f�.tr+�.r r�7,figg'�. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIV 100 iq1.1 7 County Center Drive; Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: Nl l I 1 ASSESSOR PARCEL NUMBER O _X) ' 1 6 n I Proposed Building Use: Ns 1' Dke I I 1 na Permit Technician: t , 6. Date: ItAs required in order o apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans 3 Or 4,sets, signed by the preparer of the plans. 2. Completean , 3 �� p r 4 sets, signed by the preparer of the plans. ❑/� 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 1� 4. Engineered truss details and layouts in duplicate. No faxes! 5. Letter from Engineer or Architect for truss design review. N 6. Energy compliance design and supporting documentation in duplicate, ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. 11. Hazardous Material Form 0 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other R maining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) **N& Vi 14. -San itationrarard.si# e�plari-approval from-the.&vironmentaW:lealib,D.epaMne tr j-nZ].Cbice-19 O9mville-as-applieableT� n ApprovQ! ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... d,� Erosion Control Plan Required........................................................................ Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit .................... ........................................... ....... .... El 21. Site plan and business license approval from the City of Biggs .............................. ❑ ' California Department of Forestry plan approval ❑ paid. Sent by: ............. 23 Planning approval for (A) Use: (B) Parking: (C) Parcel Check: ...... y ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ -❑l 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form............................................................................................. 7 - � Encroachment Permit for driveway from the Public Works Dept ... la- zG..:0.n�o...... 0 8. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... N 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: -i ,- ❑ 37. Other: When issued Telephone MD) -677 '-996 OQ and hold for pickup. have been iinnfocm�ed of thettitoU itehnd 24 i Zents for obtaining a building permit. Applicant: r C Date: C 1. Index permit ap`pttca io r the above items numbered: l Ian Che c L tte 2. Additional items required Contractor, designe , own ' , was advised of the above data by phone, ❑ mail, ❑ counter, by Contractor, designer, er, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b Date: Contractor, des' er, dvised of the abo a dat .by ❑ phone, ❑ mail, er Date: Plans reviewed b . Date: 0)A Plans approve y: Date: Structural reviewed by: Date: Structural appr Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecountV.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner HALL APN No: 030-132-017 Permit Type: Subtype: App Date: 8/8/2006 Permit No: BP 061901 Permit Desc: . New 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $2,713.16 Plan Check portion of Permit Fee $1,085.26 $1,627.90 Balance of Building Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 0 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 0 $204.98 (State Responsibility Area) Building Inspection $109.98 0 1 NON-REFUNDABLE portion of fees due at application $1,085.26 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $j A8 k.-2 6 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT $1.640.61 RECEIPT DATE Tech/Asst yrj(pYj8/8/06 Kourtni At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. �1 C J K U Applicant: Date: O l n � Pursuant to Government code Sec ' 20, are hereby notified those Items followed by an "*" may have been imposed on y ur project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 �-°��W � TF°�1 Department of Public Works O', ; C o u m y o f B u t t e i_o , LAND DEVELOPMENT DIVISION 0 0 J. Michael Crump, i� Storm Water Management Program \,Od Director 7 County Cr Drive Oroville, CACA 95965 (J (530) 538-7266 A�eClC WOQ,�S (FAX) 536-7171 National Pollutant. Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: _� O Project Location and/or Parcel Number: �� 2, --- 45 .7 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB I acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: 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 majo labor and material for construction of this proposed property improvement:- YES.[. � -NO 2. I HAVE [. L4*fIAVE 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: n NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and -provide the major work: NAME: _ ADDRESS: PHONE: 0 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 f SIGNED: PROPERTY OWNER- DATE: WNERDATE: b 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 Butte County Department of Development Services urr ADMINISTRATION ° BUILDING ` GIS ° PLANNING o �o o O o / o 7 County Center Drive Oroville, CA 95965 0 o (530) 538-7541 Telephone co (530) 538-2140 Facsimile UN� OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do'your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or. through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION'` BUILDING" PLANNING August 17, 2006 Hall, Richard P.O. Box 1151 Paradise, CA 95967 Subject: Additional Information Required Dear Mr. Hall: Permit# 06-1901 (APN 03-132-0 The Butte County Department of Development Services, Plannin�Division, has reviewed the submitted permit application, and requires the following revisions. to your site plan, or information in order to continue the review (this may be r notification purposes, please see v❑ Creation Deed ® Site Plan Resubmit — Follow Requirements ❑ Erosion Control Plan Setback Conformance ❑ Watershed Protection Zone / ® Front Yard ❑ Cohasset Specific Plan / ® Side Yard ❑ Subdivision Map Note ® Rear Yard ❑ Off -Street Parking; Development StaPdards ❑ Special Setback or Parcel Limitation ❑ Parking for Specified Use ❑ Federal Aid Roa&Arterial ❑ Lot & Landscaping Re uiremints ❑ Easement ❑ Oak Tree Plan ❑ Subdivision Map Condition/Note ❑ SRA Setback* ❑North Chico Specific Plan — Erosion Control ❑ Fire Sprinklers* ❑ Notification Only — No Action Required ❑ Other: * Fire sprinklers, and the SRA setback, are not requirements jor the t -tanning vrvision approval, anu MIS notification is for inf rmational purposes, however it may be requiredfor the issuance of a buildingpermit. Please provide a scaled site plan with the location of the proposed structure. Should you have further quest ons please contact me .between the hours of 7:30 a.m. and 4:30 p.m. Monday through ay at (530) 538-7470. Sincofely Noel Carvalho Senior Planner Cc. S�4rE SITE PLAN REVIEW APPLICATION Date: I Sla6 AP# 0 3 ()- j 3 Z- 01 7 Permit Number (if applicable) 061 1 c) Bin Number A -l-7 APPLICANT INFORMATION Parcel Size: Owners Name: 11A C L , OZ 1e 1'/317. p Owners Address: rf �% 5(9,x 1 s I FII Ai1►2l S z f Telephone No.: 5T3'0 - 57- - 3 Site Address: 307 G) 1-,4i 1 r OKO t/ZLCF Sal GS Proposed Use: Zone: -A ' 1Z Residential ® New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home`(Aunt Minnie) ❑ Temporary Travel Trailer J ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation/Issue: ❑ Commercial Remodel ❑ Industrial Remodel'` ❑ Well ❑ Agricultural Buffer -Form DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved ❑ Conditionally Approved ABy Date GP: L PR A S.rTG' PL 1W Resolve Problems Prior to Approval Resolved � dG `J' ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract ❑ Watershed Protection Overlay Zone ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: ` • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: '/Z General Plan: 17) Z Applicable Building Setbacks: - - Zoning Code-- — - Streets & Highways -Fire Prevention Subdivision Map Front Side Side Street Rear ` Height Waterway N/A N/A N/A ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Created By: . Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: Parcel Deemed to be.legal ❑. Verify Legal'Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger , ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: Page: 3 4 Parcel Created By: . Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: Parcel Deemed to be.legal ❑. Verify Legal'Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger , ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: Page: 3 BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Numb (s) 0-18q — D ! Building Permit Number (� — n Property Owner (s) Project Location /Address Subdivision Name Assessable Sq. Ftge l �7 3 J Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Malti-Family Dwelling Mobile home ✓ _ Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: 7c2 -O SA�,% ❑ FRRPD ❑ CARD ❑ PRPD ❑ DRPD certifies that: Applicant Name Phone Number 1.0, vol ((mss ( PG,,MAe-,e Ch- 'q6 c� (off Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: 6 ([ 6o, 06 Dwelling Units @ $ Square Feet @ $ _ Remarks: Paid by Check No:�)pLLO Paid by Cash: Recreation and Park District Representative KAFORMSWILWNG FORMS\park-rec standard form rev Ldoc per unit for a total of $ per sq foot for a total of $ Receipt No: Date School District A.P. Number Property Owner . Is BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) D-wi I i'q - Building Department No. Property Location/Address Subdivision J Residential Development Q No of Living Mobile Home Units Installation Commercial/Industrial 0 / New Addifior I ; A _ /1 A Department Lot No. --73 -G7 Sq. Footage Addition/ 'Supplemental to / (Group R Conversion Permit # *(No foundation inspection) Deed Restricted Sq., Footage , (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior 14 Roofed Areas) D Date * / - I &� District Identification No. 070070 rOV 1 to U n t0' School District certifies that R 1 (-� r S A � 10 (Applicant) 130 1 S-�. say -1 33 � (Street Address) (Phone Number) brov, 1k CK- 9��t.� (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing square feet. ` School District Paid by Check # Remarks: (� by payment of $ �, I tB 2926 S ULL MITIGATION $ , u14;3) Date a o Pd D n ai �4,a rQ n cQ 'v %X15 �" Notice : You may protest the Imposition of the fees Identified above by submitting a written protest to the District, In compliance whh Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest wtii prohibit you from challenging the Imposition of the fees In any court action. N, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, On School District is notified by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA), praise praismay be suNect to additional school fees to fatly mitimts its Impact on the school 09010s schools. White (school district), Yellow (building department), Pink (applicant) faerorm.xh (3M5)dr= O LOOMIS OFFICE ly MARYSVILLE PLANT 3243 Rippey Road 5033 Feather River Blvd. U1 ='W :411, 1-11 Loomis, CA 95650 Marysville, CA 95901 fiR�Ss Phone: (916) 652-4655 Phone: (530) 743-8855 Fax: (916) 652-3860 Fax: (530) 743-8856 Truss DesignSubmittal Designed By: Date: Technical Representative: Rick Patterson November 14, 2006 Richard Shippen * All enclosed drawings are in alpha -numerical order * Clip -"1 - Richard Hall Office Phone: Office Fax: Project New Residence Montana Mesa Lot 9 Oroville, Ca. Site Phone: Site Contact: Owner: H1411 Plan Elevation: O O�Original Submittal REVISION: BP# 0 6 - IGi�� / Floor System: y APN• Roof System: O Complete Revision Date f �4 FILE C Y O Partial Revision: Replaces individual drawings Work Order # 0751006 O Addition: Add to Original Subn&eTE COUNTY �L/t7���• %w1 LUMBER SPECIFICATIONS: SHEATHING ON ONE FACE REQ. 2X4 #2 DF -L CHORDS SHEAR DESIGN BY OTHERS 2X4 STD. DF -L STUDS 16-14-10 OR 20-10-10 PSF. LOADING CUTOUT FOR 2x4 70 MPH WIND LOADING ` 'OFF STUD• FOR CABLE ASSEMBLY GREATER THAN 5-10" IN HEICHT ti SEE CE -2 ADD-ON SAME SIZE AND GRADE -AS TOP CHORD WITH 16d NAILS AT 12. O.C. ADD ON SPLICE TO OCCUR VARIES AT PANEL POINTS WITH A 3-5 CLUSTERS 2-16d NAILS HORIZ. VENT MEMBERS OUTLOOKER DETAILS NOT REQUIRED . 1,5-3 ONE SIDE AND (2) 14 GA N ' 2" STAPLES ON OTHER SIDE a OR (5) 2° 16 Co. STAPLES > 12 n(� VARIES M C;ARI F FNR RFTAII q CUTOUT FOR 2Xe 3-5 A FULL BEARING WALL UP TO 24" O.C. 1 2 BEVEL CABLE END FRAME 2X4 DIACONAL BRACE AT CENTERLINE OR AT 16'-0" O:C. MINIMUM BRACING DETAILS SEE STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS BEARING CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE ENGINEER OF RECORD. DETAILS ON THIS PAGE ARE SUGGESTIONS ONLY AND ARE NOT TO BE UTILIZEC WITH OUT THE BUILDING DESIGNERS APPROVAL. 3-5 MIN. OR I PLATE AS ON OPTIONAL CANTILEVER UP TO 45" WITH STUD @ WALL UP TO 24" NO CHANGE r SEE OUTLOOKER DETAIL —/ KA I GABLE END FRAME - 16d AT 24" O.C. SEE TPI HIB -91 FOR OTHER. BRACING RECOMMENDATIONS TRUSS 1•r. i T• ` 0 C ^5582 i ME E 12;31:'02 !fi CW_ a r 2• - 16d.NAILS DIAGONAL BRACE AT CENTERLINE OR AT 16'-0" O.C. 45 DEC. SECTION A GE 1 BUTTE G®UI ■� RA�wA" 1.. ,3uir-DING APPROVE-1- CUTOUT PPROVE— PEAK PLATE: 3-4 (2x41 5-5 12x6) 6-6 (2x81 1.5-3, TYPICAL C'0NNELLTION r SC SPLICE; 3.4 (2x4) 5-6 (2x8) 6.6 12x8) A MAXIMUM 40 PSF LIVE LOAD. 80 MPH WIND EXPOSURE C, LESS THAN 20'-0' WALL HEIGHT. ES �OQ FM CING DETAILS No. C 4 m LI ITT t Exp. 12/ 1 :)D MAXIMUM 1'-0' EAVE WITH 6'-0' MAXIMUM BLOCKS @ 32'o.c. OR 2'-0' EAVE, BRACE SPACING MAXIMUM. WITH 4x2 /2 OR BTR. OUTLOOKERS CUT INTO GABLE 32'c.c. 2x4 /2 MINIMUM CONTINUOUS STRONGBACK BRACED TO ROOF STRUCTURE AT 6'-0' MAXIMUM. STRONGBACK AT; 2x4 STRONGBACK BRACED 4'-10° CLEASPAN, 70 MPH AT EVERY 6'-0' MAXIMUM 4'-1.6'CLEARSPAN, 80 MPH MINIMUM GRADE CHORDS AND STUDS 2x4'STUD/STANDARD. STUDS TO BE MAXIMUM 24'o.c. HEEL PLATE: 3-4 (2x4) 6-5 (2x6) 6-6 (2X8) CONTINUOUS BEARING WALL GABLE END FRAMING CONNECTION DETAILS (MIN. NAIL REQUIREMENT.- 2x4 EQUIREMENT; SHEATHING TO GABLE TRUSS, Bd AT 6' o.o. 2x4 SOLID BLOCK WITH 3.164 NAILS EA. END AND.8d NAILS FROM SHEATHING TO BLOCK AT.6'o.c, 1 Ye' NOTCH IT 32' 2x4 BRACE WITH 4.18d NAILS SPACINO UBC CONTINUOUS GABLE DETAILS UATC 2/11/99 7RUSWAL MAZZMARWASYSTSM INUSWAL SYSIEAAS CONPCVA1WN CO BRACE WALL BRACING PER BU DESIGNER. 2x4 CONTINUOUS BACKING ` WITH I Od NAILS AT 24' o.c. TO THE WALL PLATE. SECTION A SHOWNI Bd AT 6' o.c. GABLE STUD I r 1.16d IOd AT 24' o.o. 2.16d 16d' 11 SOLIDBLOCK AT 2-1 6d WITH 2.16d TOE- ,24'o.c. NAILED EA. END B 2� I�Cdr P (114 + Ty BUILDNGDIV _S!./ -' : T) ,a - A'PPR®V Err WARNING Road all notao on thb.Ehoot and give a Copy of It to the Erecting Contractor, Thn dsud. u k,r an ewlwabMl budding Wmpun.nl. II bac been triad on ap.oh.al.o.s provwud by the componrmt maputactwer and Cone m aicwrLnc. «.m m• cuu.ol versions of IPI and AFPA das,gn tlandards. No (asponslbarty to pnsume0 la dunenawnal accuracy. Dmerlelona are b> b. vunh�yl ray du Cdnprunml manulwmw And:or n,nidlnp daoyner prior to IahriCallon Tho budding designer shall ascanam mat the 100" uld.r.d un del dasyn mea w .."ad It.. limiting anpasad by Ilia local building code. II m assumed that the IOP Chord Is laterally brae.) by pN nud w rhwr sl . ohmg and Ins bottom chord Is Laterally Oraced by a ng,d sheathing rnalebtl directly attached. unless otherwise noted 0 now p ,-n is lin I.lo,.l ..I vnrl b1 a npunonls marnbam MN 10 larluCa buckling longlll. Tram COmpunenl ahalll not be plaCad n any ,,a nein IM will cause the nitasture content d the weld e.Cead 190 ander Lusa Connnaer plate cortoYan. FabnWa. hern". WNW and brain on VMS in .ac.ns.nc. I. in. nrao«my sI.Ia d.. 'TRUSCOM MANUAL'by Tu—.1. 'DUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOO TRUSSES' IOEF66). 'NANDUNG MULLING AND OPACaaO METAL PLATE CONNECTED WOOD TRUSSES' . (wa-011 and 1.691 SUMMAIIV SI1LE 1' ray TR The Truss PW# Instdute (TPI) N 1pceled at 563 OOrohw Drive. Madman. W1Kon m 53719. The American Forest ar.a1 PSPw A.soclalon (APPA) is located at 1260 Cermertrcul Ara. NW, Eta 200. Washington. DC 200W. Optional vent 3-4 1 GENERAL GABLE DETAILS FOR WIND LOAD BRACING I DWG# 0002065035 opening per design drawing. Max. 12" eave '•i::='%° -r`" •� unless noted on drawing. 3-4 Pitch per design 3-4 drawing. Solid block between trusses Gable End Truss for nailing of diagonal brace, attached to sheathing and Brace Interval as truss each end, ryp. specified on the approved engnineering drawing or standard Truss spacings per designs. detail or chart. Typical 2x_ stiongback (whaler) brace along back face of gable, braced with 2-6 + or - 45 degree diagonal 2x_ (typ.) braced to roof 5-3-4 sheathing as shown. for required plate sires and orientation. members other that those shown above. S=3-4 mRM,4- 'onnectorplates shown are /orexemple Structural gable trusses will generally only. have See diagonal actual and truss design vertical ._ ...P .. . , .. .r»...,_ :.... , WALU BEARING SUPPORT ` GaDle UVSS rs conanuous bean7rg axe ?; may r iw uar r n + Indicates stud members that require bracing) END (FACE) VIEW SIDE VIEW 1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSI/TPI REFERENCED BY THE MODEL BUILDING CODES. 2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE FACE OF THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE. 3) IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT EXPOSED TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING INTERVAL MAY BE INCREASED TO ONLY ACCOUNT FOR THE UD LIMIT OF 50 FOR COMPRESSION MEMBERS (i.e. FOR 2X_ LUMBER, THE MAX. BRACE INTERVAL IS 6'-3"). 4) IT IS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL EXCEPT AS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN. 5) SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING, SHEETROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE OR BOTH FACES OF A REGULAR (NON-STRUCTURAL) GABLE END. 6) LATERAL LOADS IN LINE WITH THE CHORDS (SHEAR/ DRAG LOADS) HAVE NOT BEEN CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS. 7) ALL ITEMS 14; LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW. 8) WEIGHTS OF ANY MATERIALS LISTED IN 95 MUST BE ACCOUNTED FOR, EITHER IN STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD ARE INDICATED BY "LOAD CASE 81" CHART ON THE DESIGN DRAWING. 9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE REFERENCED STANDARD DRAWING 7X01087001-001. 10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE CONDITION(S) INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY. NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL DESIGNS. THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR ® DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT S'YSTEMS APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY. . <>� ME Fy ._ 4 82 r .1213110 /C ILL O CAOOPS\/ DATE: 3/20/2002 REF: GBA L.M. o Roof line 3D Layc aaD� '' T R U M M U U L 00000 S y s t e m al l -New resiclericEE�! Ri.crlard Ha11 Oroville, Ca. SALES REP Rs DUE DATE : DSGNR/CHKR RP / BW TC Live 16.00 psf TC Dead 9.00 psf BC Live 0.00 psf BC Dead 8.00 psf Total 33.00 psf OUN J NG DIVisgok, WO# : 0751006 Date . 11/13/2006 8:08 DurFac-Lbr 1.25 DurFac-Plt 1.25 O.C. Spacing : 24.0 Code : UBC -97' #Tr/#Cfg : 46 / 0 Job Name: Hall -New residence Truss ID: R1 Qty: 4 BRG X -LOC REACT SIZE REQ'D 2x4 DFL 81 1 0- 1-12 703 3.50" 1.50" ^� 2x4 DFL 81 � 2x4 Plati nyy�sppeec :ANSI ]995 THIS DESIQI IS THE 1TE RESULT OF UPLIFT REAL IONCS) Support 1 -1$gI lb 2 14-10- 4 703 3.50" 1.50" DFl S{�nND4RD PLATE VALUES PER IBO RESEARCH REPORT 81607. MULTIPLE LOAD CASE IF HANGERS ARE INDICATFrD W TNIS ORAYRNG, Support 2 -183 lb This truss is designed using the BRG REQUIREMENTS shave are based ONLY Loaded for 10 PSF non -concurrent BCLL. On the truss material at each bearing PLATING BASED ON QtEEN L188ER VALUES. THEY ARE 645ED ON 1.5' IIAI4CER NAILS FOR 1 -PLV AND 3' HANGER NAILS FOR MULTI -PLY Ugh -97 Cade. Bldg Enclosgd - No, Lrportance Factor - 1.00 MAX DEFLECTION (s an) L/999 MEM 5-6 (LIVE) LC 1 -0.03' D= -0.07' T= -0.11" GIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS MST BE RE-EVALUATED (BY NAERS). Truss Location - Not End Zone Hurricane/Ocean Line - No 4%5ategor`9 - C Bldg Lent 52.00 2. Bldg th - 62.00 ft CR CRITICAL �((� # LC 16 WT : 71# Mean rani height - 12.64 f� nigh - 75 UBC Standard Occupancy, De 'Load - 10.2 psf 3��: �1��p 2-37(((1.253)/ 0. 6 TC Live R7D3 1966(((1.6033 tt-183 ��onthisdesignmeetore�adthalaaftInposedbythelecalb�diremdeandthel arapp�rn. The design as=unesthat the top �rd S 6 1(D1U.R6�% TE6 2(1u25) 065 a laterally dated by the of or troy sbeanro and the bottom chord Is laterally brace0 by a f ld sheathing material directly ataa m, wens dh&v se TC Snow Lk -183 r L=1.15 P=1.15 ® TRUSS 2 U5 �tP.(OUR.)/ TENS. DUR. CSI / 21110.903 0.12 TC Dead 9.00 psf 743-0 75 7.8.0 15.0.0 i 7.8.0 1 7-6-0 1 1 2 3 4d T 81 11/13/2006 WA Read aff notes on this sheet and give a copy of it to the Erecting Contractor. 82 W.308 This design Is loran lndividualbnildirpcomponent not team truss it has been based anspeanralwnspnwidedMthe oonpornatmanunaaumr W0: Drive_T_0751006_L00005_I00001 ® w308 Ds g n r : RP 8:703 # LC 16 WT : 71# di e to be voilied by the oamanufacturer mufacturer adlor wilding designer p W to fabdoatThe bion. uHmng designer mat ascertain mat the loam TC Live R7D3 L i ve D u r L=1.2 5 P=1.2 5 tt-183 ��onthisdesignmeetore�adthalaaftInposedbythelecalb�diremdeandthel arapp�rn. The design as=unesthat the top �rd HOMEWOOD a laterally dated by the of or troy sbeanro and the bottom chord Is laterally brace0 by a f ld sheathing material directly ataa m, wens dh&v se TC Snow Lk -183 r L=1.15 P=1.15 ® TRUSS noted. Bredng shove b for latera support of oonponeas members naany y to reduce budding lengh. This component shall not be paceInRep erAmanert that will radia the mdstae oermst of the woad to exceed 19%andlor cense connector plate omosio n. Fabricate, han % Install TC Dead 9.00 psf Rep Mb r and /Comp Tens Mbd 4445 Northpark Dr. ����ro8WORIMM"'au'erdlowftstamrts:'wlaanaalfingD attRepensevaIabIeasoutptfrom Tnswa. solih 1 0.00 psf 5 Colo Spr7ngs, CO 80907 B BC Dead 12.00 psf O.C.Spacing 2- 0- 0 7-6-0 (SCSI 14M and BM SUR&AA iY SHEETS by WTCA and TPI. The Teas Rae Institute (TPI) Is located at 5133 D'dafdo Odve. Wdsm, Vilswnsui53719. The Anwican Forest and Paper Association (AFFA) Is located at 1111 191h Weet, NVY. Ste WD, Washington, DC 20M. 7-" UBC -97 DEFL RATIO: L/240 TC: L/2 78-0 ,5-0-0 T a�P�,aRt�°�a� aDave.li es �°a�d ^�R e. 11/13/2006 WA Read aff notes on this sheet and give a copy of it to the Erecting Contractor. Cust : Richard Hall This design Is loran lndividualbnildirpcomponent not team truss it has been based anspeanralwnspnwidedMthe oonpornatmanunaaumr W0: Drive_T_0751006_L00005_I00001 ® and done in eceondanee with the =alert versions of TR and AFFA design standards. No msponsibUBy is assumed for dimensional amrary. Dimensions Ds g n r : RP # LC 16 WT : 71# di e to be voilied by the oamanufacturer mufacturer adlor wilding designer p W to fabdoatThe bion. uHmng designer mat ascertain mat the loam TC Live 16.00 psf L i ve D u r L=1.2 5 P=1.2 5 ��onthisdesignmeetore�adthalaaftInposedbythelecalb�diremdeandthel arapp�rn. The design as=unesthat the top �rd HOMEWOOD a laterally dated by the of or troy sbeanro and the bottom chord Is laterally brace0 by a f ld sheathing material directly ataa m, wens dh&v se TC Snow 0.00 psf r L=1.15 P=1.15 ® TRUSS noted. Bredng shove b for latera support of oonponeas members naany y to reduce budding lengh. This component shall not be paceInRep erAmanert that will radia the mdstae oermst of the woad to exceed 19%andlor cense connector plate omosio n. Fabricate, han % Install TC Dead 9.00 psf Rep Mb r and /Comp Tens Mbd 4445 Northpark Dr. ����ro8WORIMM"'au'erdlowftstamrts:'wlaanaalfingD attRepensevaIabIeasoutptfrom Tnswa. solih BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Spr7ngs, CO 80907 t'.NVTCAt'- Wood TAM CanmofAmertcaSadadDesign Raspanvdtmes,sutI)INcCOKV40 ENTSAFEYINFORMATION- BC Dead 12.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6. 5 .411 (SCSI 14M and BM SUR&AA iY SHEETS by WTCA and TPI. The Teas Rae Institute (TPI) Is located at 5133 D'dafdo Odve. Wdsm, Vilswnsui53719. The Anwican Forest and Paper Association (AFFA) Is located at 1111 191h Weet, NVY. Ste WD, Washington, DC 20M. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/2 T Job Name: Hall -New residence Truss ID: R1A Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 2z4 Platim�g�sppeec : ANSI//77pp�� 1995 UPLIFT REACT1ON(S) 1 0- 1-12 SSS 3.50" 1. SO" 2 14-10- 4 SSS 3.50" 1.50" DFL #1 WF9 2x4 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Support 1 -129 lb Support 2 -129 lb BRG REQUIREMENTS shown are based ONLY �� VALUES PER IC80 RESEARCH REiVRT #1607. Loaded for 30 PSF non -concurrent BCLL. IF HANGERS ARE INDICATD ON THIS DRAWING, THEY ARE BASED ON 1.5 HANGER NAILS FOR This truss is designed using the UBC -97 Code. on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3" HANGER NAILS FOR NULTI-PLY Bldg Enclosed - No, Importance Factor - 1.00 MAX DEFLECTION (sppan) L/999 MEM S-6 (LNE) LC 1 GIRDERS. IF 2.5" GIN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY OTAERS). Truss Location Not End Zane Hurricane/Ocean Line - No MCategory C dth ft CR -0.03' D= -0.07' T= -0.11" CRITICAL(( FORCES:3(( TC Live 16.00 Bldg Length - S2.00 ft 81dg . 62 00 Mean root height - 12.64 ft, nPh - 75 Li veDu r L=1.2 5 P=1.2 5 "0mad on this design meet or exceed the loading Imposed by the local bufHirg code and the particular application. The design assumes that the top mord UBC Standard Occupancy, Dead Load - 10.Z Psi, 1-2 777 1.25 / 196 1.60 0.36 3 T6(1u60) TC Snow 0.00 psf 2 3 -7777(1u25)/ 0.636 noted. Bracing shown is for lateral support of components members only to reduce bu&JhV length. This component shall not be placed In any TC Dead R.3/ TENS psf P Re Mbr Bind P /Com Tens P / SCCCnfl1W6(W2 (R530S emironmem that will cause the moisture content of the wood to exceed 19%andfor cause connector plate corrosion. Fabricate, hanme, Install hreco BC Live 0.00 .45-96 .61. 1.15 / 1.00 / 1.00 4445 Northpark Dr. .G74'.(DUR.)TENS. WR.) CSI 2 21&.90) 0.12 Colo Springs, CO 80907 *ANSVTIPl 1'. VVIrCA V - VWod Truss Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION - 7-67-6 15- 0 7-6-0 15-0-0 7-6-0 I 7-6-0 I 1 2 3 6.00 4-4 8.00 61 W:308 R:555 U:-129 I 15-0-0 I 4 5 6 7-67 6 7-6� 7-6-00 15-0-0 M�- w° ase c BUTTE COUIW fH[P D4 -1 ESS/ J W: W:308 U:159 1/13/2006 WA KN/NEiRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Ri chard Hal l This design is for an Individual building component not huss system H has been based on specifications provided by the component manufacturer WO • Drive -T -0751006-L00005-)00001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsitkity Is assurted for dimensional accuracy. Dimensions Dsgn r : RP #LC = 16 NIT: 64# are to be vedfled by the component manufacturer and/or building designer prior to fatxlration. The building designer must ascertain that the beds TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 "0mad on this design meet or exceed the loading Imposed by the local bufHirg code and the particular application. The design assumes that the top mord HOMEWOOD Is laterally braced by the roof or floor sheathing and me bottom Mord is laterally braced by a rigid sheathing material directly attached. unless otherwise TC Snow 0.00 psf SnowOu r L=1.15 P=1.15 noted. Bracing shown is for lateral support of components members only to reduce bu&JhV length. This component shall not be placed In any TC Dead 9.00 psf P Re Mbr Bind P /Com Tens P / TRUSS ® I RUSS emironmem that will cause the moisture content of the wood to exceed 19%andfor cause connector plate corrosion. Fabricate, hanme, Install hreco BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. and this truss In accordance with the following aardards: Joint and C.rming Detail Reports available as output from Truswal software, Colo Springs, CO 80907 *ANSVTIPl 1'. VVIrCA V - VWod Truss Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION - BC Dead 12.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.4 tacsf 1-03) and SCSI SUMMARY SHEETS! by WfrA and TFN. The Truss Plate Institute OM Is located at 583 D'Onohlo Drive, Madison, VAsoonsin 33719. The American Forest and Paper Association (AFPA) is located at 1111 lfith Street, NW, Ste eco, Washington, Dc 20038. Bldg Code UBC -97 DEFL RATIO L/240 TC L/24 Job Name: Hall -New residence Truss ID: RF Qtv: 1 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 1 0- 1-12 703 3.50" 1.50" OCL 2x4 OFFLL STAND4RD 2 14-10- a 703 3.50" BLK BRG REQUIREMENTS shown are hazed ONLY ea ON p1A7E yALUES PER ICBD RESEARCH REPORT #1607. Loaded for 10 PSF non -concurrent BCLL. on the truss material at each bearing May use adequate staples -for gable blocks. MAX DEFLECTION (span) L/999 MEM BUILDING DESIGNER MUST VERIFY SCAB E LOADS! Cil 9e�xposedrtoianrgindquuired plied to ery s' 8-9 OLIVE) LC 1 D= T= Li veDu r L=1.25 P=1.25 -0.12" -0.19" CR ICAL ME CRITICAL MEMBER FORCES: See "General Gable Detaioad ls', GD02065035. TC �14P. WR. / TENS. (WR.) CSI b Werany braced by the roof or Rod sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise 1-2 -715 1.25 / 164(((1.60))) 0.63 SnowDu r L=1.15 P=1.15 2-3 -515 1.25 / 175(1.60) 0.36 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This cmponerd shalt not be placed in any environment that will cause the moisture content of the wood to exceed 19%and/or cause connector plate corrosion. Fabricate. handle. Install 4 5 1.25 % 1.60 Rep Mb r Bind /Comp /Tens -715 11654 0,63 and brace this buss In ao=dame with the following standards:'Joint and Cutting Detail Reports available as output from Trasvat software, �8(rZOOU56p0 T557tj(O10.25 1.15 / 1.00 / 1.00 6B7 % Oaol 'ANSA 1'• wrcA V • vwoa Truss ramal of America standard Design Responsibilities, BUILDING CCWC ENT SAFIFTY I FOPMATI O + • 8-9 0. C. Spaci ng 2- 0- 0 -58(1.60% 557(1.25 0.40 (BCSI 1-03) and Ecsl SUMMARY SHEETS' by WTC,A and TPI. The Truss Plate Institute (rPl) Is located at 583 170ofrio Drive, Madison, VE CDMP.(WR.)/ 7FId$. ((WR. CSI 2 8 VAsoors!n53719. The Alnericon Forest and Paper Association (AFPA) Is located at 1111 191h Stre% NMI. Ste800,wash!ngton,DO20038. 114(0.9900) 0.06 DEFL RATIO• L/240 TC: L/24 Platingg�sppeec : ANSI/TPI1995 THIS O-SI01 IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS MUST ) PLATINGBASD ON RE-EVALUATED VALUES. 6-9-0 ob 6-9-0 6-9-0 I 15-0-0 a 7-6-0 a 7-6-0 1 2 3 4 5 6.00 4-4 81 B2 W:308 W:308 R:703 R:703 U:-183 U:-183 15-0-0 6 7 109 6-9-0 -tA 3 6-9_-0 6-9-0 ob 15-0-0 TYPICAL PLATE: 1-3 5-0-15 SHIP 2 04-1 UPLIFT REACTIONS) : 83 lb Support 1 Thisutruss is designedbusing the UBC -97 Code. Bldg 6Enclosed No, Importance Factor - 1.00 Hurricaneg/Ocean Line End �tegdry C Mean Lroof h ight2 2.2 b4Bft, mph. - 792.W ft UBC Standar Occupancy, Dead Load - 10.2 psf ter � C;uuiv ry WILLDIINC? PIVIS10 11/13/2006 VVAKIV/IV URead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Ri chard Hal l This design Is for an Individual building component not truss system it has been based on spacificatlons Provided by the component manufacturer W0: Drive -17-0751006-1-00005-300001 ® and done In eaadonee with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimenslonal accuracy. Dimensions Dsgn r : RP #LC = 16 WT: 97# are to be verified by the component manufacturer and/or building designer prior to fabrication. The bunging designer rrusf ascertain that the loads TC Live 16.00 psf Li veDu r L=1.25 P=1.25 utilized on this design meet or exceed the loading Imposed by the local building code and the paNadar application. The design assumes that the top chard HOMEIn/OOD b Werany braced by the roof or Rod sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS noted. Bracing shown is for lateral support of components members only to reduce buckling length. This cmponerd shalt not be placed in any environment that will cause the moisture content of the wood to exceed 19%and/or cause connector plate corrosion. Fabricate. handle. Install TC Dead 9.00 psf Rep Mb r Bind /Comp /Tens 4445 Northpark Dr. and brace this buss In ao=dame with the following standards:'Joint and Cutting Detail Reports available as output from Trasvat software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Co 1 o Springs, CO 80907 'ANSA 1'• wrcA V • vwoa Truss ramal of America standard Design Responsibilities, BUILDING CCWC ENT SAFIFTY I FOPMATI O + • BC Dead 12.00 psf 0. C. Spaci ng 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.4 (BCSI 1-03) and Ecsl SUMMARY SHEETS' by WTC,A and TPI. The Truss Plate Institute (rPl) Is located at 583 170ofrio Drive, Madison, VAsoors!n53719. The Alnericon Forest and Paper Association (AFPA) Is located at 1111 191h Stre% NMI. Ste800,wash!ngton,DO20038. Bldg Code: UBC -97 DEFL RATIO• L/240 TC: L/24 Job Name: Hall -New residence Truss ID: S1 Qty: 2 BRG X -LOC REACT SIZE REQ'D 1 0- 1-12 3388 3.50" 1.81' 2 11- 4- 4 3388 3.50" 1.81" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (s an) L/999 MEM 8-9 (LIVE) LC 1 L= -0.04' D= -0.04" T- -0.08" CRITICAL MEMBER FORCES: TC WRTENS.(((WRCSI1-2 Dsgn r : RP 178{1.60) 0.252-3 #LC = 15 WT: 74# 11.Bj� 1.25 156 1.60 0.084 5 1.2S% 178 1.60 0.25 CgOMP9((t1�16U 16.00 psf 6SC % 4697rj(01025 Oa60I at1i!z1d on mid design mem or tco ed mre w e loading Imposed by the local code and the pariicuror application. The design assumes that the top dhord 20 1:6600 4632(1.25 8-9 - % 0.43 9-10 119(((1.60 / 4697(((1.25 0.60 ® TRUSS COMP.(DUR.)/ TENS.1��Rjj CSI 2M7 2-B / 139120.28 Rep Mbr Bnd / Comp / Tens ( 3 -1521(((1.253387.608.094_9 and brace cos muss In accordance with the following standards: 'Joint and cutting Detail Reports• available as output from Tmwat software, -1521(1.25)% 871.60 009/ 0.00 psf 1391.25 0.28 TC 2x4 DFL #1 8C 2x6 DFL #2 WEB 2X4 DFL STANDARD ntOF_ sPp.etotieLy8I)trevroo n%omg 6 and ANSI/TPI 1. PLATING BASED ON GREEN LUMBER VALUES. Platingg�sppeec :ANSI 1995 THIS O_SIn71 IS THE ITE RESULT OF MULTIPLE LOAD CAS IF HANGERS ARE INDICATED W THIS DRAWING, THEY ARE BASED ON 1.S" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLV -MUST IF 2.5" GUN NAILS ARE USED THE 2-PLYI Nail w/1FFdREMMUATtagyy(BY� peERS)�) in: TC- 2 BC- 4 WEBS- 2 2 PER V!!« 3-3-14 5-9-0 8-2-2 11-6-0 EE2 I 5-9-0 I 5-9-0 I 2-PLYS I 1 2 3 4 5 REQUIRED 6.00 6.00 UPLSI5FT REACTION(s Supporrtt 2 - 22 3b This truss is designed using the UBC -97 Code. Bldg Enclosed - Yes Inportance Factor - 1.00 Truss Location - Not End Zone Hurricane/Ocean Line - No E>CategorY - C Mean L=theight uZpa�ng, 11Y GlBft9 dth� pla 52.00 ft UBC Standard Yl'DEESSIGN LOAM ----------------- --- LWLPlf Ver[ 50.00 OL O_ 0 50oc .00 11lf R R.I. 064 BC Vert 539.19 0- 0- 0 539.19 11- 6- 0 0.47 4-4 UTTTE COUNTY 2.5-4 2.5-4 BUILDING DIVISION! 3-2-9 3.2.9 APPROVE[ 3-8 3-8 i;::1 0 1 SHIP B1 B2 W:308 W:308 R:3388 R:3388 U:-922 11-6-0 U:-922 6 7 8 9 10 3-3-14 1 5-9-0 8-2-2 1 11-6-0 lwg>3�P�8�!� F�°fraimS'' Ones gni a�;a'�h �t �° d>�, �� r�or� a 18. 11/13/2006 WA Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Ri chard Hal l design Is for an Individual building component not truss system H has been based on specifications povided by the component manufacturer WD: Dri ve_T_0751006_L00005-100001 ®This end done In accordance with the current versions of TPI and AFFA design smndards. No responsidiity is assumed fordimensbur nel accacy. D i ensions Dsgn r : RP #LC = 15 WT: 74# ere to be verified by the conm pmemanufacturer andfor building designer prior to fabrication. The building designer must ascertain that the roads TC Live 16.00 psf Li veDu r L=1.25 P--1.25 at1i!z1d on mid design mem or tco ed mre w e loading Imposed by the local code and the pariicuror application. The design assumes that the top dhord HOMEWOOD Is laterally braced by the mot or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached. unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS noted. Bracing shown is for lateral support m components members only to reduce bucld!ng length. This component shag not be placed In any emAronment that will cause the moisture content of the wood to exceed 19% andfor cause connector plate corrosion. Fabricate, handle, Instal TC Dead 9.00 psf Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. and brace cos muss In accordance with the following standards: 'Joint and cutting Detail Reports• available as output from Tmwat software, BC Live 0.00 psf 1.00 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSUTPI V, VVICA V- Wbod Truss Council of Amarice Standard Design Responsibilities. IBUIUDING COMPONENT SAFETY INFORMATION - BC Dead 8.00 psf O.C.Spaeing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.4 4VV=nsln (SCSI 1-03) and SCSI SUMMARY SHEETS by Wrr-A and TPI. The Truss Plate Institute (MQ Is located at 583 DDnoMo Ddve, Madison, 53719. The American Forest and NperAssomtion KPA) Is located at 111118th Street NW. Ste SOD, Washington. Oc 20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 Job Name: Hall -New residence Truss ID: S2 Qty: 1 BRG X -LOC REACT SIZE REQ -0 1 0- 1-12 511 3.SO" 1.50" 2 11- 4- 4 511 3.50" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) L/999 MEM 5-6 (LIVE) LC 1 L= -0.01' D- -0.02• T= -0.03" CRITICAL MEME(ER FORCES:I COMP- Dlfft(((( 33 2-3 3(11 25)/ '%R 11U60) 0.19 II 1-2 523 1.25 / 152 1.60 0.19 BC QMY•((d1R.))/ TENS. ((DUR.)) CSI 5-6 -71(1.60)% 420(1.25) 0.21 WS CDMP.(DUR.)TENS. (0R) 0CSI 2 1100 06 TC 2x4 DFL #1 BC2X4 DFL #1 WEB 2X4 DFL STANDARD RATE VALUES PER ICBG RESEARCH REPORT #1607. Loaded for 10 PSF iron -concurrent BCLL. RATING BASED ON GREEN LUMBER VALUES. 3-2-9 1= 0-4-1 Platingg�sppeec : ANSI 1995 THIS DESIQ4 IS THE MMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICAT&D ON THIS DRAWING, THEY ARE RASED ON 1.5 HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. U2•E-EAAD(TR)HANGERS MUST BE RE-EVALUATED 6BES. 5-95-9 5 5-9-0 11-1- 6-0 i 5-9-0 I 5-9-0 1 2 3 6.00 -6.00 4-4 131 0z W:308 W:308 R:511 R:511 0:-158 U:-158 0-0-0-0 -6-0 4 5 6 5-95-9 5 9� 5-9-00 11-6-0 UPLIFT REACIIDN(S) . Sup pPpoort 1 - S8 lb Thitrussis designed the UBC -97 Code. Bldg Enclosed - Yes Importance Factor - 1.00 Trus;: Location - Not End Zone rY ..,"cane/Ocean l g Len?thc-�52�00 ft�Bldg 4fi dthe90 62.00 ft Mean root height - ll.81 fftt nigh - 7 URC Standard Occupancy, Dead'Load - 10.2 psf 4-2-7 SHIP 0-4-1 _UTTE COUNTY' VISIO . _ r -r) WAK/VINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Richard Hall design is for an Individual building conponent not buss system n has been based on specifications provided by the component manufacturer W0: D ri Ve_T_0751006_L00005-100001 ®This and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r : RP #LC = 16 WT: 57# ere to be ventied by the component manufacturer and/or building designer prior to fabrication. The building designer must ascedain that the toads TC Live 16.00 psf Li veDu r L=1.25 P=1.25 Wilzad on Nis design meet or exceed Ne loading imposed by the local building code and the particular application. The design assumes that the top chord HOMEWOOD Is laterally braced by the roof or Door sheathing and the bottom dumd Is laterally bmced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SntnNDur L=1.15 P=1.15 ®TRUSS noted. Bracing sham is for lateral support m components rcerribers only to reduce tackling length. This component shell not be placed 6r any emAronmerd Nat w(m Cause the moisture content of the wood to exceed 19% and/or cause connector pate corrosion. Fabdcate, handle, Install f 00 s TC Dead 9. p Re p Mbr Bnd /Comp / Tens 4445 Northpark Dr, and brace sus truss In eocadanoe with the following standards: ,loim and Cutting Detail Reports' awliabte as output from Tnswal sollware, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSI/TPl 1', WTCA V - Wood Truss Council of America standard Design Resp,nvellidw, BUILDING COMPONENT SAFETY INFORMATION - BC Dead 8.00 psf O. C. Spaei ng 2- 0- 0 TRUS PLUS 6.0 VER: T6. 5 (BC51 1-03) and SMSUMMARY Siby WTCA and TPI. The Tess Rate Institute (TPI) Is located at 583 =nofrio Drive, Madison, .4 Vdsconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Si NW, Ste 800, Washington, 20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 Job Name: Hall -New residence nn9y� ppee //iTppl�Truss ID: SG Qty: 1 ��� MEMBER FORCES: BC 2x4 DFFLL #1 THIS OESIQicIs TAHEI COMPOSITE OF ueC597r cis designed using the BL BLK 2x4 DFL STANDARD IS LOAD CASES. Bldg Enclosed - Yes Inportance Factor 1.00 PLATE VALUES VEIL ICBG RESEARCH REPORT #1607. IF HANGERS ARE INDICAID ON THIS DRAWING, Truss Location - Not End Zone Loaded for 30 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5' HANGER NAILS FOR Hurricane/Ocean Line - No EXCategory - C Ma use ad uate staples for gable blocks. 1 -PLY AND 3" HAN= NAILS FOR MULTI -PLY Bldg Length - S2.00 ft Bldg Width - 62.00 ft @IIILDING �SSCNER MUST VERIFY WA E LWDS! GIRDERS. IF 2.5" GUN NAILS ARE USED THE Mean root h¢ V - 11. �1 ft, eph - 75 [+1 gable bracing required 0 S6" intervals, HANGERS MUST BE RE-EVALUATED BY EWERS). UBC Standard Occupancy, Dead Load - 10.2 psf i sed to wmd load applied to face. PLATING BASED ON GREEN LUMBER VALUES. See "General Cable Details', CDO2065035. T 3-2-9 1= 0=4-1 2-8-0—� d1,' �O 1 t 5-9-0 I L 1 2 3 4 5 6 7 8 9 6�- -6.00 4-2-7 SHIP 04-1 APPROVED 0-0 WAK/VINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Ri chard Hal l 0-0 WO: Dri ve_T_0751006_L00005 100001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn RP #LC 16 Wf 72# 6-017 are to be vedfied by the component manufacturer and/or Wilding designer prior to fabrication. The Wilding designer must ascertain that the bads r : = : TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 2-8-0 2-8 �11 43�A 4 5P a6-0 Vin 2 TYPICAL PLATE: 1.5-3 TC Dead 9.00 psf OVER CONTINUOUS SUPPORT ' 11/13/2006 WAK/VINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Ri chard Hal l This design Is for an Individual building component not truss system It has been based on specifications provided by the conponem manufacturer WO: Dri ve_T_0751006_L00005 100001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn RP #LC 16 Wf 72# are to be vedfied by the component manufacturer and/or Wilding designer prior to fabrication. The Wilding designer must ascertain that the bads r : = : TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 utilized an this design meet or exceed the leading Imposed by the local Wilding code and the particular appil ation. The design assumes that the top chord HOMEWOOD Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ® 1 'rR USS rioted. Bracing shown Is for lateral support of components members only to reduce budding length. This component shall not W placed in any environment that w! l cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle. install TC Dead 9.00 psf Rep Mbr Bnd /Comp /Tens 4445 Northpark Dr. and brace this tress In accordance with the following standards: 'Joint and C fi ft Detail Raper& available as output from Treswal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 AMVTPI1'.WFCAI'-VVwdTruss Council ofAmerica Stardant Design Responsibillues,eulLD!NccaYIPONE rrsAFETYIL00"1JwwnCK- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUS PLUS 6.0 VER: T6.5.4 (SCSI 1.03) and SMI SUNAiARY SHEETS" by WTCA and TPI. The Tress Plate Institute (TPQ Is located at 583 D'Onofrio Drive, Madison. VAsconsin53719. The American Forest and Paper wssodauon(AFPA)islocated at11111stnStreet, NW, Ste 800,Waahirgton,DC20038. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 Job Name: Hall -New residence Truss ID: T1 Qty: 5 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 BC 2x4 DFL Platip spec : ASI/TPI - 1995 Required bearing widths and bearing areas 1y in hanger. 1 0- 4-12 1154 HCR 1.50" #1 WEB 2x4 DFL STANDARD THIS DESIGN ZS THE ITE RESULT OF MULTIPLE LOAD CASES. pp when truss not supported a UUTIF RFACfION(S) 2 33-10- 4 1285 3.50" 1.50" BRG REQUIREMENTS sham are based ONLY PLATE VALUES PER ICBG RESEARCH REPORT #1607. IF HANGERS ARE INDICA �D ON THIS IBAWiNG, Support 1 -2234 lb on the truss material at each bearing BRG HANGER/CLIP NOTE Loaded for 10 PSF non -concurrent SCLL. Permanent bracing is required (by others) to ing. THEY ARE BASED ON 1.5' RANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Su rt ,2 -261 1b This ss is eesigned using the 1 •HUS26 prevent rotation/tope See SCSI 1-03 and ANSI/TPI 1. GIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY OTAERS). UgC 97 Code. Bldg Enclosed - Yes Liportance Factor - 1.00 Sup ort Connection(s)/Han er(s) are y no designed for horizontal loads. Is laterally braced by the roof a floor sheathing and the broom mord Is laterally braced by a rigid sheathing material directly attached, unless otherwise PLATING BASED ON GREEN LIMBER VALUES. Truss Location - Not End Zone Hurricane/Ocean Line - No Erp_Catego C `2 SEE SIMPSON CATALOG FOR ADDITIONAL INSTALLATION NOTES ® TRUSS noted. Baring shown is for lateral support of ng length. This component shall not be paced in any components wood ed19%educobuuWi Ie environment that will cause the troisture content of the wood to armed 1996 and/or cause connector plate corrosion. Feblcete, handle, In9al1 Bldg Len th - 52.00 ft Bidg th - 0o ft Mean root height - 14.42 ft, mph - 7S UBC Standard Ocgc Dead Load - 10.2 psf oawDs MAX DEFLECTION (Span) L/999 MEM 10-11 (LIVE) LC 15 Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. -------LoaD cam#i ODead ---------------- llir l.Plf L. Loc R.Plf R.Loc LL/TL L= -0.18' D- -0.29' T= -0.47" 0.00 psf 1.15 / 1.00 / 1.00 7 Vert 50.00 0- gg SO. pp 33qq- 0- 0 0.64 7C 0- 8 66.00 36- 0- 0 0.48 CRITICAL MEMBER FORS: 1 C COMP.2 1b25 % i 160 BC Dead 8.00 psf Sc TVyerrtt 16.00 0- 3- 0 16.00 34- 0- 0 0.00 U./TL TL it'Jt:rt��� Obs 0.645 2-3 -1727 1.25 / 298 1.60 0.24 (Wisconsin BCSI 1.0) andSUMMARY SHEETT by WTCA and TIN. The Truss Plate Institute (TPI) Is located at 583 DQtoMo Drive, Madsen, n e� 33X.Loc BC Vert 40.0 1 - 0. 8= 8 4 : �' �i 1:�5 IIo 1:60 8:v The Forest Paper Association (AFPA) Is located at I I I I Ift Street NW. Ste Still, Washington, DC 20038. ea Yert 4�.a 1- a.So S-6 -1743 1.2S / 301 1.60 0.32 DEFL RATIO: L/240 TC: L/24 6-7 -2115 1.2S / 3S3 1.60 0.40 BC COPD. DUR. / 7FD6. WR. CSI 8-9 -234 1.60 / 1755 1.25 0.51 9-10 -234 1.60 / 1754 1.25 0.72 ll 1:60 % 1:25 -12 -246 1828 0:72 12-13 -246 1.60 / 1829 1.25 0.41 wB COMP, DOR. / TENS. DUR. CSI 9-6-0 5-3-0 4-9-0 4-9-0 5 3� 7-0-0 z-9 1 1.60 / 87 1.25 0.04 2-10 -120 168 1.60 0.2z 3-30 46 1.25 6-9-0 12-0-0 16-9-0 21-8-0 26-9-0 38-9-0 - / 152 1. 0.16 4-30 -133 1.60 / 716 1.25 0.29 16-9-0 17-0-0 4-11 -136 1.60 / 736 1.25 0.30 S -ll -233 1.25 / 149 1.60 0.15 1 2 3 I 4 5 8 7 6-11 -397 1.25 / 181 1.60 0.27 6-12 / 1161.25 0.o5 8.00 -0.00 8-10-1 13.5-6 I 0-5-9 4-4 B1 'HUS26 W:308 R:1154 40# 1 40# 1 U:-234 0-3-0 { 33-9-0 � STUB 8 9 10 11 12 13 6-9-0 5-3-0 9-6� 5-3-0 7-0-0 8-9-0 12-0-0 21-8-0 26-8-0 38-9-0 B2 W:308 R:1285 U:-261 J {� 0. 2n J n2007 , Ji se �jes_ s�nortedz TgDBT $ Joint- s lhowr�a e'Sht� ws aL�� � �aY wthIs as e. 11/13/2006 Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Ri chard Hal l This design Is for an Individual building component not Wass system it has been based on specifications provided by the component manufacturer WO • Dri ve_T_0751006_L00005-100001 ® and done in accordance with the anent versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r : RP #LC = 16 WT: 222# are to be verified by the component manufacturer and/or building designer prior to fabrication. The wilding designer mat ascertain that the loads TC Live 16.00 psf Li veDu r L=1.25 P=1.25 utilized an this design meet or exceed the loading imposed by me local wilding code and the particular application. The design assumes that me top mord HOMEWOOD Is laterally braced by the roof a floor sheathing and the broom mord Is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnOwDu r L=1.15 P=1.15 ® TRUSS noted. Baring shown is for lateral support of ng length. This component shall not be paced in any components wood ed19%educobuuWi Ie environment that will cause the troisture content of the wood to armed 1996 and/or cause connector plate corrosion. Feblcete, handle, In9al1 TC Dead 9.00 psf Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. and bate this buss in accordance with the folladng rds:drd standaJand Cutting Detail Reports available as output from Truswal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'Ami','WTrAi'- Wood TnnsscoancilofAmelcaStandard Design Responsibilities. BUILDIWcCC 2CNENTSAFMINFOwvwnorr- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.4 (Wisconsin BCSI 1.0) andSUMMARY SHEETT by WTCA and TIN. The Truss Plate Institute (TPI) Is located at 583 DQtoMo Drive, Madsen, n e� The Forest Paper Association (AFPA) Is located at I I I I Ift Street NW. Ste Still, Washington, DC 20038. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 Job Name: Hall -New residence Truss ID: T2 Qty: 4 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 BC 2X4 DFL #1 1 bracing ui r4d at each location shown. UPLIFT REACII17N(5135 lb Support 1 1 6- 1-12 1491 3.50" 1.50 2 33-10- 4 1056 3.50" 1.50" WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. See staneard�etails 1087001-001 rev2). ® Platingg�sppeec :ANSI 1995 THIS DFSIl2i IS THE �1TE RESULT OF Support 2 -212 lb This truss is designed using the BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing Loaded for 10 PSF non -concurrent BCLL. PLATING BASED ON GREEN LIMBER VALUES. MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, UBC -97 Code. Bldg Enclosed - Yes Importance Factor 1.00 MAX DEFLECTION (5 an) Left Overhangtts are not to be removed. THEY ARE BASED ON 1.5" HANGER NAILS FOR Trus6 Location - Not End Zone C L/999 MEM 15-16 (LIVE) LC 22 OVERHANG(S) Mn� BE SHORTENED UP TO 3" MAXA Left Overhang Soffit loading - 0.0 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN RAILS ARE USED THE Hurricane/Ocean Line - No Wtegory . Bldg Length - 52.00 ftBidg Width - 62.00 ft L= -0.11" D= -0.11" T= -0.21" MAX DEFLECTION psf HANGERS MUST BE RE-EVALUATED (BY WERS). Mean roof height - 14.d2 ft, a ,h - 75 (cant) L/532MEM 10-11 (LIVE) LC 15 ��11{{4 p L15v UBC Standard Occupancy, Dead Load - 10.2 psf L= 0.14' D- -0.01' T- 0.12" 207 542 1.25 1.33 O.2S 0.21 CRITICAL MEMBER TC CMp. FORCES: WR. / TENS. WR. CSI t 5-13 -9s)t S-14 89 1.25 / 1.60 / OL_ 1 0 1.60 / 45 1.zs o.20 0.99 0.36 1 2 3 4 5 6 1-2 1.60 / 704 1.25 0.41 1.25 / 1.60 / 1 25 / 1B4 378 248 1.60 1.25 1 60 8466 3-4 1.13 % 243 1:6�0 0:25 -6.00 -873 4-5 864 1.333 / 268 1.60 6 7 00.12 1.25 % 327 16�0 -1694 7-8 -2944 0.75 1.25 / 535 1.60 0.16 8-9 -1644 1.25 / 313 1.60 0.11 BC TENS. WR. CSI 10-11 -S68 1.25 / S12 1.60 26 ll -12 5.21 -5441,11....28 / 509 1.60 12-13 -46 1.60 / 725 1.33 0.25 13-14 30 1.60 / 1145 1.33 0.28 14-15 -169 1.60 / 1467 1.25 0.32 15-16 -410 1.60 / 24701.2S 0.47 16-17 -291 160 1 2 165 17-18 252 1.60 % 1434 1.25 0:29 Q : Dri ve_T_0751006_L00005-100001 W:308 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions YB CORP. 2-11 -13n 1 / l.zs / TENS. 3az 1.60 .6 CSI o.zs 6-1-12 5-4-4 5-6-0 -6� 00 dWi r N N SnoNDU r L=1.15 P=1.15 2-]2 -205 3-]2 499 1. / 1. 5 / 1104 167 1.25 1.60 45 5.29 - - 6-1 12 11-6 0 17-0-0 r 10 6-1-1? 11 5 4� 12 13N 6-0-0 ��11{{4 p L15v 3-13 -211 4-13 13 1.60 / 1.60 / 207 542 1.25 1.33 O.2S 0.21 17-0-0 ' t 17-0-0 t 5-13 -9s)t S-14 89 1.25 / 1.60 / 182 877 1.60 1.25 0.99 0.36 1 2 3 4 5 6 7 8 9 6-14 -661 6-15 12 7-15 -1030 1.25 / 1.60 / 1 25 / 1B4 378 248 1.60 1.25 1 60 44 5.15 0 47 6.00 -6.00 7-�6 -73 1.60 / 676 1.25 0.27 8-16 -166 1.60 / 1147 1.25 0.47 8-17 -727 1.25 / 141 1.60 0.08 8-10-1 1= 04-1 44 x 0-4-1 B2 W:308 R:1056 U:-212 9-9-15 SHIP /".� moi.✓f-4� ti , 11/13/2006 B1 Cust: Ri chard Hal l - : Dri ve_T_0751006_L00005-100001 W:308 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r : RP #LC = 23 WT: 253# 6-0-0 R:1491 a 6.001 -6� 00 HOMEWOOD Is laterally braced by the roof or Boo sheathing and the bottom chord Is laterally braced by a rigid sheMng materiel directly attached, unless otherwise F 810-2-8 2-0-0 SnoNDU r L=1.15 P=1.15 i 42:4 2-0-0 "-0- noted. Bracing shown Is for lateral support of cornponems merrDers only to reduce bucklingI eft Thlsccrtpoion. enNronmenn Uel Bre the TC Dead 9.00 psf 34-0-0 ® 1 r 10 6-1-1? 11 5 4� 12 13N 6-0-0 ��11{{4 p L15v 146 {rp1l(718 TRUSPLUS 6.0 VER: T6.5.4 6-1-12 11-6-0 17-0 VNsconsin61719. The American Forest and Paper Association (AFPA) Is located at I 111 lgthStreKNWSteSO0,WashlVw.DC20036. NAV ' 1FrV_ 11 11 11 x 0-4-1 B2 W:308 R:1056 U:-212 9-9-15 SHIP /".� moi.✓f-4� ti , 11/13/2006 WAKNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Ri chard Hal l design is for an individual building cornponent not buss system it has been based on specifications provided by the cortganerd manufacturer : Dri ve_T_0751006_L00005-100001 ®This and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r : RP #LC = 23 WT: 253# are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Li ve 16.00 psf Li veDu r L=1.25 P=1.25 ublbld on Ws design meet or exeed the loading irrposed by the local building ode and the particular appiicetion. The design assumes that the top chord HOMEWOOD Is laterally braced by the roof or Boo sheathing and the bottom chord Is laterally braced by a rigid sheMng materiel directly attached, unless otherwise TC Snow 0.00 psf SnoNDU r L=1.15 P=1.15 TRUSS noted. Bracing shown Is for lateral support of cornponems merrDers only to reduce bucklingI eft Thlsccrtpoion. enNronmenn Uel Bre the TC Dead 9.00 psf Rep Mbr Bnd / Comp / Tens ® will cause rtnoistura comerd of wood to exceed 19% enNo cause connector plate corrosion. Fabrbate, handle, kste0 . handle. Fabricate. brace this thus in 'Joint BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. 80 Colo Springs, CO 907 and accordanoe with the following standards: and cutting Detail Reports available as output from Traswal software, 'ANSUTP1r,%VrcAV- WOW Truss Council ofAmerica Standard Design Responsibilities, euaDlNG,COMPOFENrSAFETY IWORnINTION- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.4 (BoSI 1-03) and S= SUMMARY SHEE M by WICA and TPI. The Truss Plate Institute (1P1, is located at sal D%kwhio Drive. Madison, r VNsconsin61719. The American Forest and Paper Association (AFPA) Is located at I 111 lgthStreKNWSteSO0,WashlVw.DC20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 Job Name: Hall -New residence Truss ID: T3 Qty: 4 BRG X -LOC REACT SIZE REQ'D1'C 2x4 DFL #1 Web bracing ui d at each location shovm. Required bearing widths and bearing areas 1 0- 4-12 1113 HGR 1.50" BC 2x4 DFL #1 See standardd etas is 1087001-001 rev1). 1 when truss not supported in a hanger. 2 33-10- 4 1112 3.50" 1.50" WEB 2x4 DFL STANDARD Plating spec : ANSIfTFI -01995 u�el�f REACTION(5) BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBG RESEARCH REPORT #1607. THIS DESIGN Is THE C34WIrE RESULT OF Support 1 -227 lb Loaded for 10 PSF non -concurrent BOLL. MULTIPLE LOAD CASES. Support ,2 -227 lb on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. IF MANGERS ARE INDICATED ON THIS DRAWING, This truss is designed using the BRG HANGER/CLIP NOTE THEY ARE 3§ED ON 1.5" HANGER NAILS FOR ugC-97 Code. 1 'MU526 1-PLv AND 3 HANGER NAILS FOR MULTI -PLY Bldg Enclosed Yes Importance Factor - 1.00 Support Connection(s)/Hangyer(s) are GIRDERS. IF 2.S" GUN NAILS ARE USED THE Truss Location Not End Zone not desiggned for horizon tal loads. HANGERS MUST BE RE-EVALUATED (BY OTAERS). Hurricane/Ocean Line - No Exp�4ategorY C SEE SIM PSON CATALOG Bldg Le t 52.00 ft 81dg W tit 62.00 ft Mean root height - 14. a2 ft, mph 75 FOR ADDITIONAL INSTALLATION NOTES UBC Standard Occupancy, Dead Load - ]D.2 psf MAX DEFLECTION (span) : L/999 MEM ]1-12 (LIVE) LC 15 L= -0.22 Da -0.24" T- -0.45" CRITICAL h4EMBER FORCES: TC CUP. WR. / TENS. WR. CSI 1-2 -1993 1.25 / 429 1.60 0.44 2-3 -1849 1.25 / 440 1.60 0.28 3-4 -1275 1.25 / 366 1.60 0.27 4-5 -1283 1.25 / 396 1.60 0.15 5-6 -1670 1.25 / 418 1.60 0.25 6-7 -2308 1.25 / 497 1.60 0.28 7-8 -3798 1.25 / 775 1.60 0.25 8-9 -2086 1.2S / 435 1.60 0.15 8C CUP. WR. / TENS.WR. CSI 30-]1 -321 1.60 / llll1.25 0.53 ll -12 -222 1.60 / 14301.25 0.58 12-]3 -19 1.60 / 16031.25 0.60 13-14 -325 1.60 / 20171.25 0.40 14-15 -61 1.60 / 31961.25 0.60 1s-16 -418 1.60 / 20971.25 0.44 6-1%22 5-4-4 5-6-0 16-17 -364 1.60)/ 192311.25 0.38 r N N ' V) NB CUP. R. / TENS. q1R. CSI 6-1%22 11-" 16-9-0 2-11 -207 1.25 / 148 1.60 0.05 3-11 -39 1.60 / 369 1.25 0.15 16-9-0 17-0-0 3-12 -482 1.zs / 1981.60 0.23 '1 2 3 14 5 6 7 8 9i 4-12 -243 1. / 896 1.25 36 - 5-12 -1167 1.25 / 270 1.60 5.82 S-13 -188 1.60 / 1123 1.25 0.46 6.00 $.00 6-13 -721 1.25 / 200 1.5p 0.47 6-14 -26 1.60 / 432 1.25 0.38 " 7-14 -1212 1.25 / 301 1.60 O.S4 7-15 -120 1.60 / 839 1.25 0.34 4-4 8-15 -269 1.60 / 1s10 1.25 0.61 8-16 -932 1.25 / 200 1.60 0.10 2.5-6 5-6 5-6 8-10-1 1.5-3 8-10-1 3-4 SHIP 3.5-4 3.5-6 I L 2 4-4 56 36_ 0-5-9 2.5-4 6-0 1-0-0 4-6 0-4-1B1 B2 ESS/ 'MUS26 6.00 -6.00 W:308 � Q p J W:308 17-3-0 10-2-8 2-3-8. RA 112 RA 113 i ► I I U:-227 I I. nn7 2-0-0 2-0-0 STUB 10 11 9-9-0 B-9-0 9-6-0 ct 17-6-0 C0 A Ig�a1y. �� s'r ass'�lhowrT e'Sht! e a<�� �� � � le. 11/13/2006 WA Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Ri chard Hal l This design Is for an Individual building component not truss system N has been based on specifications provided by the component manufacturer WO • Drive -3-0751006-1-00005-100001 ® and done in a000rdance with the anent versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r : RP #LC = 16 WT: 236# are to be verified by the conponent manufacturer andror building designer prior to fabrication. The building designer must ascertain that the loads TC Live 16.00 psf Li r L=1.25 P=1.2 5 wined on this design meet or exceed the loading Imposed by the local building code end the particular application. The design assumes that the top chord HOMEWOOD Is laterally braced by the roof or floor sheathing and the bottom Mord Is laterallyotherwiseeed by a rigid sheathing material directly attached. unless otherwise TC Snow 0.00 psf owDu SnDu r L=1.15 P=1.15 ® TRUSS noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shag not be placed many environment that will cause the moisture content of the wood to exceed 19% endfor cause connector plate corrosion. Fabricate, handle, Install TC Dead 9.00 psf Rep Mbr Brill / Comp / Tens 4445 Nor;hpa rk Dr. and brace this truss In accordance with the following standards: 'Joint and cutting Detail Reports• available as output from rmswah software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSVlP1 1% VVTCA V- Wood Truss C;ouncil of America Standard Design Responsibilities. IBUILDING COMPONENT SAFETY INFORMATION - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUS PLUS 6.0 VER: T6. 5 44 (BCSI 1-03) and EGSI SUMMARY SHEETS' by AnCA and TPI. The Truss Plate institute M Is located at sus D•0nofrio Drive, Madison. . VWsconsin 53719. The American Forest and Paper Association (AFPA) Is located at I I I I Ift Street, NW. Ste 800. Washington. DC 20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 Job Name: Hall -New residence Truss ID: T3A Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Web bracing r uir at each location sham. Required bearing widths and bearing areas 1 0- 4-12 ]]13 HGR 1.50 2x4 DFL #1 See standard eta is 1087001-001 caul). 1 when truss not supported in a hanger. 2 33-10- 4 1244 3.50" 1.50" WEB 2x4 DFL STANDARD Plating sppeec : ANSI 1995 auppT REACTION(S BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. THIS OESICN IS THE ITE RESULT OF RSupport 1 -327 lb Loaded for 10 PSF non -concurrent BOLL. MULTIPLE LOAD CASES. Support 2 -273 lb on the truss material at each bearing PLATING BASED ON GREEN LIMBER VALUES. IF HANGERS ARE INDICATED ON THIS DRAWING, This truss is designed using the BRG HANGER/CLIP NOTE THEY ARE BASED ON 1.5•' HANGER NAILS FOR UBC -97 Code. 1 `MUS26 1 -PLY AND 3 HANGER NAILS FOR MULTI -PLY Bldg Enclosed - Yes Inportance Factor - 1.00 Support Connection(s)/Han?er(s) are GIRDERS. IF 2.5'• GUN NAILS ARE USED THE Truss Location Not End Zone t HANGERS MUST BE RE-EVALUATED (BY NAERS). Hurricane/Ocean Line No Exp,Catego C no desiggned for horizon al loads. BldgLen t - 52.00 ft aid th r92 00 ft SEE SIM PSON CATALOG Mean = height - 14.42 ft, �h - 75 FOR ADDITIONAL INSTALLATION NOTES UBC Standard Occupancy, Dead Load - 10.2 psf MAX DEFLECTION (s an) : L/999 MEM 11-12 (LIVE) LC 15 L- -0.22' D= -0.24' T- -0.45" CRITICAL MEMBER FORCES: TC OJH>P. WR. / TENS. DUR. CSI 1-2 -1993 1.25 / 429 1.60 0.44 2-3 -18495 1.2S / 4450 1.60 p0.28 4 S -1283 1.25 % 196 1.6600 0.15 5-6 -1670 1.25 / 418 1.60 0.25 6-7 -2308 1.2S / 497 1.60 8.25 7-8 -3798 1.25 / 775 1.60 U 8-9 -2086 1.25 / 435 1.60 0.15 BC COMP. WR. / TENS. DUR. CSI 1D-11 - 21 1.60 / 1718 1.25 53 11-12 - 22 1.60 / 1430 1.25 8.58 12-13 -199 1.60 / 1603 1.25 0.60 13-14 -325 1.60 / 2017 1.25 0.40 14-15 -617 1.60 / 3197 1.25 0.60 O o 0 15-16 -419 1.60 / 2097 1.25 0.44 �, A d, r 16-v -364 1.60 / 1.823 1.2s 0.30 a, A eb � 6-1OF22 5-4-4 5 6-0 N N M WS W. DOR. / lElS. OUR. CSI -� z -u -z 39 1.20 / 146 1.60 0 0 8-10F22 11-6-0 18-9-0 3 -ll -39 1.60 / 369 1.25 0.15 3-12 -482 1.25 / 198 1.60 0.23 16-9-0 17-0-0 4-12 -243 1.60 / 8% 1.25 0.36 '1 2 3 F4 5 6 7 8 9L 5-12 -U67 1.25 / 270 1.60 0.82 5-13 -188 1.60 / 1123 1111 .25 0.46 6-13 -7211.25 / 200 .60 0.47 6.00 6-14 -26 1.60 / 432 .25 0.18 7-14 -1212 1.25 / 301 .60 0.54 7-15 -120 1.60 / 839 .25 0.34 8-15 -269 1.60 / 1510 .25 0.61 4-4 8-16 -932 1.25 / 200 .60 0.10 2.5-6 A5-6 5-6 8-10-1 1.5-3 9-9-15 3-4 SHIP 3.5-4 3.5-6 3 6 I L - 2 4 0-5-9 2.5-4 6-6 1-0-0 4-60-4-1 :30 2s w 308 W W:308 6.0011-6.00 R:1244 111 17-3-0 10-2-8 �� U :-273 U: 2-0-0 2-0-0 0-3-0 33-9-0 q`.N Aj. STUB 0 8-9-0 9-6-0 X11 -�12fg 4 5d) A 8-9-0 17-6-0 N N co M Crc ' 19tesa�af ls�e rtte��at� s''H""Dne�."115�'a�;;a'gh e e�� ��a�a� `L° ayes a e. 1111 3/lUUti 14 RNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Ri chard Hal l This design Is for an Individual building component not truss system it has been based on specifications provided by the cenporent manufacturer WO: Drive L00005_100001 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions -T-0751006 Dsgn r : RP #LC = 16 WT: 240# are to be verified by the component manufacturer ardlor building designer prior to fabrication. The building designer must ascertain Ural the loads TC Live 16.00 , psf Li veDu r L=1.25 P=1.25 HOMEWOOD utilized on this design meel a exceed the loading imposed by the local buik ing code and the pallouW application. The design assumes that the top mord D laterally braced by the rem or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing rnatedal directly attached, unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 p �• T!\ noted. Bracing shown Is for lateral support or components members only to reduce txmmng length. This conponent shall not be placed in any TC Dead 9.00 psf Rep Mbr Bind / Comp / Tens ® I USS environment that will cause the moisture content of the wood to exceed 19% ardlor cause connector plate corrosion. Fabricate, handle. in9a11 brace 'Joint BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Nor;hpa rk Dr. Colo Springs, CO 80907 and this truss in accordance with the following standards: and cutting Detail Repots available as output from Treswal software, 'ANSUTPI1'•'wrcai'-Wood Truss Council ofAmerica Standard oeslgnResponsibilities, SUILDIW.COKworV.NrSAFOYINFORMAnorr- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.4 MM 1-03) and SM SUMMARY SHEETS! by WTCA and TPI. The Truss Plate Institute (TPI) Is located at 583 D%Xmfrlo Drive, Madison, V&wnsin53718. The American Forest and Paper Assoclauon(AFPA)islocatedat1111ISMSUM,NW,Ste800,Washington,DG20038. jBldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 Job Name: Hall -New residence Truss ID: T4 Qty: 4 BRG X -LOC REAR SIZE REQ'D TC 20 DFL #1 SC 2X4 DFL #1 Platingg�sppeec ANSZ//77pp�� ]995 UPLIFT REACTIONS) 1 6- 1-12 1344 3.50" 1. SO" 2 33-10- 4 933 3.50" 1. SO" WEB 20 DFL STANDARD THIS OESIQ4 IS THE ZIIPOSITE RESULT OF MULTIPLE LOAD CASES. Support 1 -274 lb Support -180 lb BRG REQUIREMENTS SI10YM are based ONLY PLATE VALUES PER I®0 RESEARCH REPORT #1607. Loaded for 10 PSF ran -concurrent BCLL. IF HANGER$ ARE INDICATED ON THIS DRAWING, THEY ARE 8lSSED ON 1.5" HANGER NAILS FOR ,2 This truss is designed using the UBC -97 Code. On the truss material at each bearing MAX DEFLECTION (5 an) PLATING BASED ON GREEN LIMBER VALUES. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED THE Bldg Enclosed Yes Importance Factor 1.00 Trus5 Location - Not End Zone L/999 MEM 12-13 (LIVE) LC 19 1.600.23 1.25 HANGERS MIST BE RE-EVALUATED (BY OTi1ERS). Hurricane/Ocean Line - No Category C ft L= -0.15" D- -0.15" T- -0.30" MAX DEFLECTION (cant) utilized on this design meet w eeeXCeed loading rem re loado-posed by the tobulleinp code and the particular applicationassumes. The design assumes that the top more Bldg Length - 52.00 ftBldg Width - 62.00 Mean root height - 14.42 ft, mph - 75 Standard occupancy, Dead Load 10.2 L/586 MEM 10-11 (LIVE) LC 15 TC Snow 0.00 psf UBC - psf L= 0.12" D= -0.02" T- 0.11" 1.6016-9-0 1.25 O.114-13 9.00 psf CRITICAL MEMBER FORCES: 4445 Northpark Dr. -1521.60 / SS8 WR. CSI TC COW. WR. / TENS.111....6 1.15 / 1.00 / 1.00 1 17-0-03-]3 1-2 -266 1.60 / 4071.25 0.38 5-13 9 1.z5 / 217 859 1.6096 2-3 -577 1.33 / ll41.60 0.32 1 2 3 4 5 6 7 8 95-14 3-4 -899 1.33 / 2 60 HS / / 188 / 382 1.25 1.600.446-15 1.25 0.16 4-5 -889 1.33 293160 0.13 $.00 5-6 -1215 1.33 269�55710.24 7-8 1.25 S9260 0.178-9-1667 -2988 1.25 3401.60 0.11 8C SAP. Oi / TENS. WR. CSI 10 -ll -298 1.25 / 261 1.60 0.28 ll -]2 -281 1.25 / 327 1.60 0.43 12-33 -37 1.60 / 733 1.3333 O. SO 1.60 % 1.25 0.33 14-15 -206 1496 15-16 -461 1.60 / 2507 1.25 0.48 16-17 - 23 1.60 / 1674 1.25 34 17-18 -780 1.60 / 1454 1.2S 0:30 T I ems es 20 tnless srygmm "18 18 H' 6. 20 a) Joint pails C rc T2tes a�false me a�tes are as sh�aar�at e. Shd� a stud es to gg 6V tuchaal fates or le . q 11/13/2006 WA Read afl notes on this sheet and give a copy of it to the Erecting Contractor. eq Q WB C17P.IDUR. / TENS.R. CSI 6-14ri22 5-4-4 5$-0 to and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dirtcrrslonal accuracy. Dimensions �N rh d> V)) 2 -ll -12541.25 / 263 / 829 1.600.23 1.25 0.346-10F22 -�-651.60 11$_0 18-9-0 Li veDu r L=1.2 5 P=1.2 5 utilized on this design meet w eeeXCeed loading rem re loado-posed by the tobulleinp code and the particular applicationassumes. The design assumes that the top more HOMEl�/OOD Is laterally braced by the roof or noor sheathing end the bottom mord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf 3-12 -7351.25 -1461.60 / 176 / 166 1.6016-9-0 1.25 O.114-13 9.00 psf Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. -1521.60 / SS8 1.330.21 1.15 / 1.00 / 1.00 1 17-0-03-]3 1 5-13 9 1.z5 / 217 859 1.6096 0.35 1 2 3 4 5 6 7 8 95-14 -1781.60 6-14 -6661.25 -151.60 / / 188 / 382 1.25 1.600.446-15 1.25 0.16 6.00 $.00 7-15 -1039 1.25 / 262 1.60 0.47 7-16 86 1.60 / 686 1 0.28 8-16 -191 1.60 / 1166 1..25 25 0.47 8-17 -737 1.25 / 1S6 1.60 0.08 8-10-1 13.5-6 I 0-5-9 4-4 3 4-5 5-9-0 2. W 08 6.00 I $.00 Din 4 I I 2-0-0 10-2-8 I 2-0-0 12-3-81 8-10-1 SHIP 5$ x 0-4-1 B2 W:308 R:933 U:-180 STUB '10 11 4 9$-0 13 [pµ154; '451 '46� 7T g 6-1 W2-{ d�� 17-6-0F`� - M RV BUTTE COON -i 3UILDINC-1% DIVISI APPROVED T I ems es 20 tnless srygmm "18 18 H' 6. 20 a) Joint pails C rc T2tes a�false me a�tes are as sh�aar�at e. Shd� a stud es to gg 6V tuchaal fates or le . 11/13/2006 WA Read afl notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Richard Hal l This design is for an Individual building component not thus system R has been based on specifications proVided by the component manufacturer WD: Dri ve_T_0751006-L0000S-100001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dirtcrrslonal accuracy. Dimensions Dsgn r : RP #LC = 23 WT: 241# are to be verified by the component manufacturer andfor building designer prior to fabrication. The building designer must ascertain that the loads TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 utilized on this design meet w eeeXCeed loading rem re loado-posed by the tobulleinp code and the particular applicationassumes. The design assumes that the top more HOMEl�/OOD Is laterally braced by the roof or noor sheathing end the bottom mord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnOWDu r L=1.15 P=1.15 ® TRUSS noted. Smdn2 shown Is for lateral support of components members only to reduce budding length. This component shall not be placed in any errAronment that will cause the moisture conterd of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate. handle, Instal TC Dead 9.00 psf Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. and brace this muss In accordance with Ore following sfardwds:'Joint and Cumnp octan Reports avafiabte as output from Truswat sonware, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSVrPI 1'. VVrCA 1'- Wood Truss Council of America Standard Design Responsibilities. BUILDING COMPONENTSAFErYINFORMATICIr- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUS PLUS 6.0 VER: T6.5.4 ���-03) and SC SUhWARY by NBCA eM TPI.The Truss Rate Institute (TPD is bored at 583 dQafnb Q1he, Madison, A Forest and Paper Association (AFPA) is bored at 1111 19th street, NW, Ste 800, Washington. DC 20036. Bldg Code: UBC -97 DEFL RATIO • L/240 TC: L/24 Job Name: Hall -New residence Truss ID: T5 Qty: 7 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 2x4 Web bracing ui rgd at each location sham. UPLIFT REACTION(5 1 6- 1-12 1394 3.50" 1.50" 2 DFL #1 NEB 2x4 DFL STANDARD ® See standard�etails 1087001-001 revl). Plating spec : MSI 1995 Support 1 -283 lb Support 2 -212 lb 33-10- 4 1097 3.50" 1. SO" PLATE VALUES PER ICBG RESEARCH REPORT #1607. THIS DESIQd IS THE ITE RESULT OF This truss is designed using the Thi BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing Loaded for 10 PSF ran -concurrent BCLL. Permanent bracing is MILTIPIE LOAD CAS -97 code. MAX DEFLECTION (5 an) ree9gui red (bv others) to prevent rotation/top#ling. a BCSI 1-03 and ANSI/TPI 1. IF NMIGERS ARE INDICATED ON THIS DRAWING, THEY ARE BA§ED ON 1.5" HANGER NAILS FOR Bldg Enclosed - Yes Importance Factor 1.00 Trus5 Location - No E End Zone Category L/999 MEM 10-]1 (LIVE) LC 19 �nNC BASED ON �EN LUMBER VALUES. 1 -PLY AND 3 HUNGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED THE Hurricane/Ocean Line - No Fj� - C Bldg Length - 52.00 ft Btdg Width - 62.00ft L= -0.15" D- -0.24" T- -0.39" MAX DEFLECTION (cant) TC Snow HANGERS MUST BE RE-EVALUATED (BY WERS). Mean roof height - 14.42 ft, mph 75 L/487 MEM 8-9 (LIVE) LC 15 rioted. Bracing sham is for lateral support of components members any to reduce budding length. This component shell not be placed in any environment that will rause the moisture content of the wood to exeed 19% andfor cause connector plate corrosion. Fabricate, handle, install TC Dead UBC Standard Occu c Dead Load - 10.2 psf ----------LOAD E #1 DESIGN LOADS ---------------- L- 0.15" D- -0.03" T= 0.12" 4445 Nor rhpa rk Or. and brace this truss in accordance with me following standards: *Joint and cutting Detail Reports' available as output from Tnusval software, Dir L. PI L.Loc R.Plf R.Loc LL/TL CRITICAL MPBER FORCES: 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 TC Vert 50.00 0- 3- 0 50.00 34- 0- 0 0.64 TC COMP. WR. / TFNS. WR. CSI 8.00 psf O.C.Spacing 2- 0- 0 TC Vert66.00 34- 0- 0 66.00 36- 0- 0 0.48 1-2 286 1.60 / 416 1.25 0.43 BC Vert 16.00 0- 3- 0 16.00 34- 0- 0 0.00 3-4 -1006 BM 1:z133 % 243 1:6000 0:25 TIM A Fa d Paper Association (AFPA) is located at 111119th street. NW, Ste two, Washington, DC 20038• Bldg Code: TC TVert 0 0 33X10- 4 L1.0 S-6 -12647 2 1:25 % 216 1:6000 0:33 BSC Vert 40:0 19- 0- 0 O:OWO 6-7 -1644 1.25 / 270 1.60 0.36 BC C1rP. WR. / TENS.DUR. CSI 8-9 - 05(1.253/ 2741.60 0.26 9-30 -283(1.25 / 3441.60 0.51 ll -12 0:c7 -172(1.60)% 14081:25 12-13 -172(1.60)/ 141011:251 0.36 W CDP. WR. / TENS. WR. CSI 2-9 -1290 1.25 / 253 1.60 0.24 2-30 -47 160 / 102 1 25 0 42 3-10 -291l:zs / v2 1:60 o:zo 6-10422 6-1-4 4-9-0 4-9-0 5-3-0 7-0-0 4-]A 521.25 / 268 1.60 0.09 --� 4 -ll - 61.60 / 7351.25 30 6-10422 12-6-0 15-9-0 21-8-0 25-9-0 38-9-0 5: .1 -2251.25 / 149 1.60 0:15 6--1 _41311.25 / 183 1.60 0.28 16-9-0 17-0-0 1 6-12 / 122 1.25 0.05 1 1 2 3 4 5 6 7 8-10-1 13.5-6 I 0-5-9 6.00 4-4 6.00 U:-2133 4ViF1 4LWI 308 1097 U:-212 0-3-0 � 33-9-0 201 STUB 8 9 10 11 12 13 6-101,22 6-14 9-6-0 5-3-0 7-00 6-10422 12-0-0 21-8-0 25-9-0 38-9-0 ,/ Cu'Getl' 13tesa�fals�eframe� e�s�g'15<,Dwr�al;a'� ems" �� �r�a�w Joint > or ie. 11/13/2006 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Gust: Richard Hall This design Is for an Individual building component not truss system it has been based on specifications proNded by the component manufacturer Wil: Drive -T -0751006-L00005-100001 ® and time In accordance with the current versions of Tot and AFPA design standards. No responsibility, is assumed for dimensional accuracy. Dimensions Dsgn r RP #LC = 23 Wr: 222# are to be verified by the aonponent manufacturer andror building designer poor to fabrication. The building designer must asmnain that the toads : TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 uti"ed on this design meet a erxeed the loading imposed by the beat building code and me particular application. The design assumes that me top chord HOMEWOOD Is laterally braced by me roof a floor sheathing end me bottom chord is laterally braced by a riga sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS rioted. Bracing sham is for lateral support of components members any to reduce budding length. This component shell not be placed in any environment that will rause the moisture content of the wood to exeed 19% andfor cause connector plate corrosion. Fabricate, handle, install TC Dead 9.00 psf Rep Mb r Brill / Comp / Tens 4445 Nor rhpa rk Or. and brace this truss in accordance with me following standards: *Joint and cutting Detail Reports' available as output from Tnusval software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'AX11--WrCAl'-vwoaTrussCouncilofAmedraStardamoesignResponsibiwes,BUILDINGCOMPONENTSAFETYINFORMATION- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.4 andSUMMARY SHEETS by � am TPI. The Truss Plate Institute 1TPO is located at 583 va»rrio Ortw. Madison, TIM A Fa d Paper Association (AFPA) is located at 111119th street. NW, Ste two, Washington, DC 20038• Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 Job Name: Hall -New residence Truss ID: TG Qty: 1 CRITICAL MEMBER FORCES:20 DFL !1 Platin9gS�sPpeec • ANSI/TPI 1995 This truss is designed using the E2x4 DFL 81 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. GBL BLK 20 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed - Yes Importance Factor - 1.00 PLATE VALUES PER IC80 RESEARCH REPORT 81607. IF HANGERS ARE INDICATFrWING, Truss Location - Not End Zone CD ON THIS DR Loaded for 10 PSF non -concurrent BL. THEY ARE BASED ON 1.S' RANGER NAILS FOR Hurricane/Ocean Line - No Exp_Category C Ma use ad uate staples for ggable blocks. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Length - 52.00 ft 81 dg WWfidth - 62 00 ft BUILDING DESIGNER MUST VERIFYSCABI,E LOW GIRDERS. IF 2.5" G NAILS gpRt.UUSED THE Mean root height - 14. 2 f = - 75 14 gable ex edrtoiw9nddTuaed plied totfa�e. s' PLA NGSBAMSIED ON �EE�MALIR�BER VALUF5. NAERS1• UBC Standard OccupantY. Dea�'Load - 10.2 psf See "General Cable Details", CD0206SO35. Q T?9 2-8-0 F F F F F F F F F I F F F F F F F F F FCn I 16-9-0 17-0-0 8-10-1 13.5-6 I 0-5-9 1 2 3 4 5 6 7 8 9 10 11 121314 15 16 17 18 19 20222 23 24 2526 6.00 3-4 �: 1I _i•ifilk '� x L 1 t2v 0-3-0 33-9-0STUB 2 8 0 7 28�9A0A1 f3 ff5A697f8rfO flrf3r� rff8 (990 2-8-0 TYPICAL PLATE: 1.5-3 OVER CONTINUOUS SUPPORT dems letes 20 unlessstKAm "18'(18f� H' 6 20 ti Jont is es e�false,re�rne yes drOne�de� sh,DwrT e. a a<� to ed>aY �OOT,at�eP `des a e . 11/13/2006 " WARNINGRead an notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Richard Hall design Is foran individual building component not truss system it based been on specifications provided by the component manufacturer Dri ve_T_0751006_L00005_700001 ®This and done in accordance with the current %ersionu of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions Dsgn r : RP #LC = 16 WT: 311# are to be vedned by the component manufacturer and/or building designer prior to famtatlon. The building designer must ascertain that the loads TC Live 16.00 psf Li veDu r L=1.25 P=1.25 utilized on this design meet or exceed bre loading Imposed by the Notal building code and the particular application. The design assumes that the top cont HOMEWOOD Is laterally braced by the roof or floor sheathing and the bottom aunt is laterally braced by a dgid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS noted. Bracing shown Is for Lateral support of components members only to reduce buctdirg length. This eomponern shell not be pieced In any emAronmerd that will rause the moisture content of the wood to exceed 19%andfor cause connector plate corrosion. Fabricate, handle. Install TC Dead 9.00 psf P Re Mbr Bnd /Com T P p / ens 4445 Northpark Dr. and brace this truss in accordance with the following standards'. 'Joint and Cutting Detail Reports available as output nom Trusval software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSUTPII%%VrA1'-Wood Truss Council ofAmerica Standard Design Responsmiliues,13UILLXN0COMPONENT SAFETY INFORMATION - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6. 5 44 (BCSI 1-03) and SM SUMMARY SHEETV by wfl:A and TPI. The Thus Rate Institute (TPI) Is located at 583 O'Qefnlo Odw, Madison, . V&Wnsln 53719. The American Forest and Paper Association (AFFA) is located at I I I I 19th StnaK NW. Ste 800, Washington, DC 20036. 1 Bldg Code: UBC -97 IDEFL RATIO: L/240 TC: L/24 Job Name: Hall -New residence Truss ID: U1 Qty: 2 5-1-4 54-8 6-3-4 BRG X -LOC REAR SIZE REQ'D TC 2x4 DFL #1 BC 2x6 Platingg�sppeec : ANSI/TpI 1995 UPLIFT REACTION(S) : lb -3362(1.25) 1 0- 1-12 2572 3.50" 1.50" 2 11- 7-12 10960 3.50" 3. SO" 3 33- 4- 4 4827 3.50" 2.57" DFL #2 2x6 DFL #1 8-10 2x6 DFL SS ll -14 THIS DESIl71 IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, Support 1 -443 Support 2 -2239 lb Support 3 -952 lb Dsn r : RP g BRG REQUIREMENTS sham are based ONLY WEB 2x4 DFL STANDARD 2x4 DFL STUD 3-11 THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR F91LTI-PLV This truss is designed using the UBC -97 Code. REQUIRED 6.00 on the truss material at each bearing Lumber shear allowables are ppeer N PLATE VALUES PER ICBO (IRDERS. IF 2.5" GUN NAILS ARE USED THE 9M.MST RAERS). Bldg Enclosed - No, Importance Factor . 1.00 End Zone HOMEWOOD MAX DEFLECTION (5 an) : L/999 MEM 13-14 (LIVE) LC 17 RESEW REPORT #1607. Mark all interior bearing locations. BE RE-EVALUATED (BY Loaded for 10 PSF non -concurrent BCLL. Truss Location . Not Hurricane/Ocean Line . No Exp _Category . C ft ® TRUSS CR -0.11' D= -0. U" T= -0.21" CRITICAL MEMBER FORCES: Permanent bracing is required PW others) to prevent prevent rotation/toppling. See BCSI 1-03 Install interior s�uppppoorts before erection. PLATING BASED ON MR LWER VALUES. Bldg Length . 52.00 ft B1 dg Width - 62.00 Mean root height . 14.16 ft, mph 75 4445 Nor;hpa rk Dr. D1U25 1-2 � U(1u25)% and ANSI/TPI 1. 2-PLYI Nail W/10d COR40N stag ered(per NDS) in: TC- 2 BC- 4 WEBS- 2 PFR FOOTf- UBC Standard Occupancy, Dead Load 10.2 10.2 psf ..........---R. --- �--L04P1CASE LILDESIGN R. Co7o Spr7ngs, CO 80907 393 0 45 2-3 / 3218 1.25 0.50 3-4 1.25 BC Dead 8.00 psf f PIf Loc TTgCC� Vert 50.00 0- 0- 0 50.00 33- 6- 0 LL/Tl 0.64 -ll42 / 0.12 4-5 -1743 1.25 / 0.10 BC Vert 536.00 11- �- 0 53b.00 1ll2- 0- 0 0.00 5-6 -487B 1.25 / 0.22 83065((1.253/ 0.83 Bldg Code: UBC -97 BC Vert 466.00 12- 0- 0 466.00 31- 0- 0 BC Vert 2.00 33- 0- 0 16.00 31- 6- 0 0.47 0.00 (( g6-7 3 9 10 -353(1u253% ll�(D1U25) 0.998 -2759(1.25 / 0.75 SS(( )) 10-� X716(1.253 0.66 13-14 / 7188((1.25 0.73 WB OOMP.(WR.)/ TENS. (OUR.) CSI 2-9 / 3654(1.25) 0.74 2-10 -4293(1.25)/ 0.42 10-3 -6660(1.25)/ 0.65 / 4-11 / 5896c(1.25) 0.89 1255(1.25) 0.26 6-34 5-4-8 5-1-4 -� 5-1-4 54-8 6-3-4 5-11 -3967(1.25)/ 5-12 / 66_x 0.55 4130(1.25) 0.g3q; 6-34 11-7-12 16-9-0 21-10-4 27-2-12 33-6-0 -3362(1.25) 2848(1.25) 0.58 �- I 16-9-0 I 16-9-0 and done in accordance with the current versions of TPI and AFPA design standards. No responsibiiiry is assumed for dimensional accuracy. Dimensions Dsn r : RP g 2-PLYS 1 2 3 4 5 6 7 ane to be verified by the component manufacturer and/or wilding designer prior to fabrication. The wads building designer must ascenaln that the b REQUIRED 6.00 -6.00 8-8-9 3-6 x 0-4-1 B1 W:308 R:2572 U:-443 4-4 R:10960 U:-2239 33-6-0 r 8 9 10 11 12 13 14 66-3_44 5.45.4 8 55-1-4 5-1-4 5-45-4 8 6-3-4 6-3-4 11-7-12 16-9-0 21-10.4 27-2-12 33-6-0 TYPICAL PLATE: 3-6 8-8-9 SHIP x I-4-1 B3 W:308 R:4827 U:-952 Diomedes'11hovBvrPagove'Shd�;3bP��1 " ,toapv9.d)6v itlDvritll5tft7ctt re l lrIs «s .e. 11/13/2006 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Gust: Ri chard Hal l This design Is for an Individual wm m building component not truss system has been based on specifications provided by the component manufacturer WO: Dri ve_T_0751006L00005-100001 and done in accordance with the current versions of TPI and AFPA design standards. No responsibiiiry is assumed for dimensional accuracy. Dimensions Dsn r : RP g #LC = 18 Wf : 2S5# ane to be verified by the component manufacturer and/or wilding designer prior to fabrication. The wads building designer must ascenaln that the b TC Live 16.00 psf Li veDu r L=1.25 P=1.25 "bid on this design meet or exceed the loading Imposed by the total wilding code and the pedicular application. The design assumes that the top chord HOMEWOOD Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowOu r L=1.15 P=1.15 ® TRUSS rioted. Bracing shown is for lateral support of components members only to reduce wctdl g length. This component shall not be placed N any environment that will cause the moisture content of the wood toexcmd19%and/or rause connector plate corrosion. Fabricate, handle. Install TC Dead 9.00 psf Rep Mbr Bnd / Comp / Tens 4445 Nor;hpa rk Dr. and brace this cuss In accordance with the following standards: ttwnt and Cutting Detail Reports' avallable as oaten from Trusval software, BC Live 0.00 psf 1.00 / 1.00 / 1.00 Co7o Spr7ngs, CO 80907 'ANSUTPI 11', WrCA V - Mod Truss Council of America Standard Design Responsibilffies. 13UILDING COKUKXEWSAFETYINFORMATION- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.4 W=1-03) aro SM SIA WARY srEE Gs by wrCA and TPI. The Truss plate Institute (TPq Is located at 5W aaromo Dihm, Madison, Wswnsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW. Ste 800, Washington, OC 20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 ib Job Name: Hall -New residence Truss ID: U2 Qty: 3 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 BC 2x4 Platingy�sppeec :MAI TPI 1995 ' UPLIFT ItEACTION(S lb 1 0- 1-12 437 3.50" 1.50" DFL 01 2 11- 7-12 1289 3.50" 1.50" WEB 2x4 DFL STANDARD THIS DESIGN IS THE ITE RESULT OF MULTIPLE LOAD CASES. Support 1 -b3 Support 2 -261 lb PLATE VALUES PER ICBG RESEARCH REPORT #1607. 3 33- 4- 4 800 3.50" 1.50" IF HANGERS ARE INDICA71) ON THIS DRAWING, Su port 3 1 lb Loaded for 30 PSF non -concurrent BCLL. BRG REQUIREMENTS shown are based ONLY Mark all interior bearingg locations. THEY ARE BASED ON 1.5F HANGER NAILS FOR 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY This truss is designed using the gg� 97 Code. 1.W on the truss material at each bearing Install interior support`s) before erection. MAX DEFLECTION RATING BASED ON GREEN LUMBER VALUES. GIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS MIST BE RE-EVALUATED (BY MERS). Bldg Enclosed - No, Importance Factor Truss Location - Not End Zone (5 an) : L/999 MEM 13-14 (AVE) LC 17 p f f T!S Hurricane/Ocean Line No E%Category C ft Bldg dth 00 ft L- -0.04' D- -0.06' T- -0.09" Rep Mb r Bnd /Comp /Tens Bldg Len th - 52.00 Wii 62 Mean roof height - 14.36 tit Mph - 75 CRITICAL MEMBER FORCES: BC Live 0.00 psf UBC Standard Occupancy, Dead Load - 10.2 psf TC CP.(WR.)/ TENS. WR. CSI 1-2 -300(1.25)/ 54 1.25 0.37 and cuss accordance with the follow standards: and cutting Detail Reports' available as output from Truswal soRwere. 'ARBUTPIr 2-3 / 317 1.25 0.39 3-4 06 1.25 Colo Springs, CO 80907 W ,IC:Ar-Mod Truss Council ofAmericaStandard Design Responsibilmes,'BUILDING C0NIPONEMSAFETY IHFORMAIIOM- - / 178 1.60 0.16 4-5 - 08 1.253/ ll8 1.60 0.16 0.C.Spaeing 2- 0- 0 TRU SPLUS 6.0 VER: T6.5.4 5-6 685 1.253/ 212 1.60 0.33 6-7 -1080 1.25 / 236 1.60 0.33 VUsoonsin53719. The ArnerxenForest and Paper Association (AFPA)Islocated atIIII19th Street, NW. Ste 800.Washington, DC20036. Bldg Code: UBC -97 BC GIMP. WR. / TENS. WR. CSI 8-9 -20 1.25 / 212 1.25 0.22 9-30 22 1.25 / 209 1.25 0.19 30-11 -135 1.25 / 121 1.60 0.15 11-12 7 1.60 / 517 1.25 0.20 12-13 -139 1.60 / 904 1.25 0.26 13-14 -138 1.60 / 906 1.25 0.29 Add CMP.(WR.)/ TENS.1011R. CSI / 1801.25 0.07 2-10 -470 1.25 / 1641.60 3-10 -945 1.25 / 2101.0.63 0.28 3-11 -46 1.60 / 5971.25 4-11 -57 160 / 841 0.24 25 0 07 5-31.1 -497 1.25 / 176 1.60 0.50 5-12 -50 1.60 / 349 1.z5 0.14 6 d/1 6-12 -445 1.25 / 160 1.60 0.27 6-]3 / 173 1.25 0.07 7-0-0 5-3-0 N N 7-0-0 8-8-9 lx 04-1 2-4 7-0-0 12-312-3-0� 33-633-60 16-9-0 h 16-9-0 i r 1 2 3 4 5 6 7 MO -6.00 44 M 2.5-4 1.5-3 2.5 5-6 2.5-4 1.5-3 B1 B2 W:308 W:308 R:437 11-7-12 R:1289 U:-133 U:-261 9-8-7 SHIP -4 x O 0-4-1 B3 W:308 R:800 U:-181 33-6-0" 8 9 4106 %130 14 77-0-0 N 04 33-6-0 11/13/2006 J WAKNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Richard Hall This design Is for an Individual wilding component not truss system H has been based on specifications provided by the component manufacturer W0: Dri ve_T_0751006_L00005_100001 ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r : RP #LC = 18 WT: 230# find are to be %dby the component manufacturer and/or building designer prior to fabrication. The building designer rst ascertain that Bre toads TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 utilized on this design meet or exceed the loading imposed by the local wilding code and the particular application. The design assumes that the top chord HOMEWOOD Is laterally braced by the roof or Door sheaving and the bottom mord Is laterally braced by a riga sheathing matedai directlyanaaad, unless oUarwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 p f f T!S Bracing shown is for lateral support of components members only to reduce wading length. This component shall not be placed in any TC Dead 9.00 psf Rep Mb r Bnd /Comp /Tens ® / USS environment that will cause the moisture content of the wood to exrceed 19% andfor cause connector plate corrosion. Fabricate. handle. histe0 brace this In ng 'Joint BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. and cuss accordance with the follow standards: and cutting Detail Reports' available as output from Truswal soRwere. 'ARBUTPIr Colo Springs, CO 80907 W ,IC:Ar-Mod Truss Council ofAmericaStandard Design Responsibilmes,'BUILDING C0NIPONEMSAFETY IHFORMAIIOM- BC Dead 8.00 psf 0.C.Spaeing 2- 0- 0 TRU SPLUS 6.0 VER: T6.5.4 (SCSI 1-03) and TICSi SUTAMARY SHEETS by WTCA and TR. The Truss Plate Institute (TPD is located at 683 DiOrwfrlo Drive, Madison, VUsoonsin53719. The ArnerxenForest and Paper Association (AFPA)Islocated atIIII19th Street, NW. Ste 800.Washington, DC20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 J , Job Name: Hall -New residence Truss ID: OF Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 2x4 DFL #1 Pl at i n�9g��sppeec ANSI//ff➢yII 1995 This design based on chofd bracing applied 1 0- 1-12 846 3.50 1.50" 2 21-10- 4 8S8 3.50" 1.50" FILL CHD 2x4 DFL STANDARD THIS OESIQI IS THE �NFOSITE RESULT OF MULTIPLE LOAD CASES. per the following schedule: max O.C. from to BRIG REQUIREMENTS shown are based ONLYwEe 2x4 DFL #1 0-0 2x4 DFL STANDARD IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR TC 24.00 o- 0- 0 11- 0- 0 UPLIFT REACTIONS on the truss material at each bearing PLATE VALUES PER ICBG RESEARCH REPORT #1607. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY support 1 -�21 lb MAX DEFLECTION (5 an) Loaded for 10 PSF non -concurrent BELL. RATING BASED ON GREEN LUMBER VALUES. GIRDERS. IF 2.5" GUN NAILS ARE USED THE am -MUST WERS). Su rt 2 -124 lb This is designed the L/999 MEM 6-7 (LIVE) LC 1 L= -0.03" D= -0.08' T= -0.11" CRITICAL MEMBER FORCES: BE RE-EVALUATED (BY runs using UIN97 Code. B1 g Enclosed No, Importance Factor - 1.00 TC COMP. (((WR.)))/ TENS. (((WR.))) CSI 1-2 -1219{1.25)/ 323(1.60 0.28 ADEQUATE LATERAL BRACING IS REQUIRED AS SPECIFIED OR USE ADEQUATE SHEATHING. Truss Location - Not End Zone Hurricane/Ocean Line - No Ex&iCategorY - C Bldg Lengtit 52.00 ft Bldg dth 62.W ft 2-3-1069tS1.25fj/ 33 0 1.60 0.28 3-4 -1069 1.25 / 3 1.60 0.26 MAY USE ADEQUATE STAPLES FOR GABLE Mean root height - 14.96 ft, no - 75 4-5 -1218 1.25 / 323 1.60 0.26 BLOCKS. GABLE BLOCKS MAY REQUIRE UBC Standard Occupancy, Dead Load - 10.2 psf BC cow. (rWR.]}/ TENS.#WR. CSI LATERAL BRACING DUE TO WIND APPLIED 6-7 -223L'S SUGGESTED TO THE FACE. SEE AHAVE 8 9 % i(ti:25 0.32 DS LE RWITH GTHE TNOT LBEEN ]0 223S0 INBLINE CHORDS2 S11:6�0 Th394 SIDERED UNLESS NOTED OTHERWISE. SE LOADS AND THEIR SIAT 101 3-83-7 101 1.60 / 394 1.25 0.16 GNE CONS DESIGNER. E BUILDINGLE 4-8 1.60 1.255 0 06 PHATEEINTHE STUDS WITH R1.5-3 MIN. PLATES. 8-2-9 __-1 o 0 2-0 6-2-0 I I 29-6 9 11-0-0 I 11 0-0 1 1 2 3 4 5 F6_0 _0 -6.00 R:846 11 -6 -OU: -221 ,f CONTINUOUS SUPPORT 22-0-0 6 7 8 91 B-8-0 6-0-0 i 8-0-0� 6-6-0 14-0-0 29-6.0 TYPICAL PLATE: 1-3 R:858 U:-224 t 11/13/2006 ® VVAKIVIIV URead all notes on this sheet and give a copy of it to the Erecting Contractor. This design Is for an tndhidual building component not inns system R has been based on specifications provided by the component manufacturer and done in accordance with the currant versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions am to be verified by the component manufacturer and/or building designer prior to fabrication. The Wilding designer mat ascertain that the loads utilized on this design meet or exceed the loading inposed by the local Wilding code and the parts ular application. The design assumes that the top chord Cust: Ri chard Hal l W0: Drive -T -0751006-L00005-)00001 Dsgn r : RP #LC = 16 WT: 293# TC Live 16.00 psf Li veDu r L=1.25 P=1.25 HOMEWOOD Is laterally braced by the motor floor sheathing and the bottom chord Is laterally braced by a rigld sheathing material directly attached. unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS rioted. Bracing shown is for lateral support of components members only to reduce budding length. This carparent shall not be placed In any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plae corrosion. Fabricate, handle, Install TC Dead 9.00 psf Rep Mb r Bnd / Comp / Tens 4445 Northpark Dr. and brace this suss in accordance with the following standards. 'Joint and amine Detail Reports' available as output from Trusval software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'AMei'Weed eedTrussCouncilofAmericasandardDesignResponsibHaETY Responsibilities. ccohwaNENTSAFINFORfnwnorr- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.4 (SCSI 1-03) and SM SLIMMARY SHEETS• by WICA and TPI. The Truss Plate Institute (1P0 is located at 583 D'atof o Drive, Madison, VAscorain53719.TheAmericanForestandPaperAssociation(AFPA)IsLocatedain1119thS t, NW, Ste 800, Washington. DC 20038. Bldg Code: UBC -97 DEFL RATIO- L/240 TC: L/24 P Job Name: Hall -New residence Truss ID: V1 Qty: 4 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL 81 2x4 DFL 81 Platingg�spPeec : ANSZ/}p� 199S UPLIFT REACTION($ lb 1 0- 1-12 858 3.50" 1.50 2 21-10- 4 858 3.50" 1.50 wEB 2x4 DFL STANDARD THIS DESIQI IS THE NSMifVSITE RESULT OF MULTIPLE LOAD CASES. Support 1 -22C Support ,2 -224 lb BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER I®0 RESEARCH REPORT 81607. Loaded for 10 PSF non -concurrent BCLL. IF NANt RS ARE INDICATED ON THIS ORAy/ING, THEY ARE BASED ON 1.5" HANGER WAILS FOR This truss ,s designee using the Ugh -97 Code. on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Enclosed - No, Zrportance Factor - 1.00 MAX DEFLECTION (s an) : L/999 MEM 8-9 (LIVE) LC 1 Live GIRDERS. IF 2.S" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY MERS). Trus66 Location - Oct End Zoned ry Bldgs ft�8ldg WidLh�o 00 ft M -0.03" D= -0.08' T= -0.11" CRITICAL�� ubumd oo Ulls design meal or exceed the loading Inposed by the local Wilding code and the particular application. The design assumes that the top dod LenegLaea52ine 62 Mean root height - 12.92 ft, mph - 75 TC COMP. OI1R. / 7E32 DUR. CSI 1-2 TC Snow UBC Standard Occupancy, Dead Load - 10.2 Psf -1218 1.25 / 323 1.60 0.26 2-3 -1069 1.2S / 30 1.60 0.26 SnowDu r :;,L=1.15 P=1.15 TRUSS reduce component shall not paced any environment that rause the 4-5 -1121$ 1.25 % 323 1.6600 0.26 Dead 00 BC Co�P. DUR. / TEN11jrR. CSI will moisture cause connector plate and brace this teas m accordance the following 'Joint BC Live 6-7 1041(1.253 0.32 1.15 / 1.00 / 1.00 4445 Northpark Dr. with standards: and amxts� Cutting Detall Repavailable as output from Truswal software, 'ANSUTPI -223(1.603/ 7-8 80((1.6p / 707((1.253 0.28 8-9 223 1.60 / 1041 1.2S 0.32 BC Dead 8.00 WB COMP. WR. / TENS. WR. CSI 0. C. Spaei ng 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.4 (BCSI 1-03) and SCSI SUMMARY SHEETS by VVrCA and TPI. The Truss Plate Institute (rPl) is located at 583 O'Oromo Drive. Madison. 2-7 -267 1.25 / ll6 1.60 0.06 3-7 -101 1.60 / 390 1.25 0. Wsconsin53719.TheAmuenconForrevandPaperAssociation(AFPA)Islocatedatniii9thStreeLNW,Ste8DD,washington,DC20038. Bldg X166 a-8 1.25 1.60 UBC -97 DEFL RATIO: L/240 TC- L/24 -267 % 176 0.06 6-2-0 4-10-0 4-10-0 6-20 6-2-0 11-0-0 15-10-0 22-0-0 11-0-0 11-0-0 1 2 3 4 5 F6_0 _0 -6.00 4-4 B1 82 W:308 W:308 R:858 R:858 U:-224 U:-224 r-===0 f-==� 22-0-0 6 7 8 9 8-0-0 6-0-0 8-0-0 8-0-0 14-0-0 22-0-0 11/13/2006 WAKNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Ri chard Hall.01 This design is for an Individual building component not buss system It has been based on Specifications provided by the component manufacturer WD: Dri ve_T_0751006�00005J 00001 " 4 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r : RP #LC 16 WT: 126# are to be verified by the cor ponerd manufacturer and/or Wilding designer prior to fabrication. The building designer must ascertain that the bads = .. TC Live -16 -00 psf ' Li vebu r • L=1.25 P=1.25 ubumd oo Ulls design meal or exceed the loading Inposed by the local Wilding code and the particular application. The design assumes that the top dod HOMEWOOD Is Imerelly braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material direly evarned, unless otherwise noted. Bracing shown Is for Lateral support of components members only to budding length. This be In TC Snow 0.00 Psf , SnowDu r :;,L=1.15 P=1.15 TRUSS reduce component shall not paced any environment that rause the TC Dead 00 K ;RepNMbr,li n Bnd.% Comp / Tells ® will moisture cause connector plate and brace this teas m accordance the following 'Joint BC Live W1,2. 0.00 Psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. with standards: and amxts� Cutting Detall Repavailable as output from Truswal software, 'ANSUTPI Co 1 o Springs, CO 80907 r, WTIC A r - Mod Tress council of America Standard Design Responsibilities, SU LDING COMPONENT SAFETY DNFORMATIOW - BC Dead 8.00 psf 0. C. Spaei ng 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.4 (BCSI 1-03) and SCSI SUMMARY SHEETS by VVrCA and TPI. The Truss Plate Institute (rPl) is located at 583 O'Oromo Drive. Madison. Wsconsin53719.TheAmuenconForrevandPaperAssociation(AFPA)Islocatedatniii9thStreeLNW,Ste8DD,washington,DC20038. Bldg Code: UBC -97 DEFL RATIO: L/240 TC- L/24 J Job Name: Hall -New residence nng9� ppee //��pp��Truss ID: VG Qty: 1 TICAL MEMBER FORCES. TBCC 2x4 DFL #1 THIS DESIaac1: TAHEIQZ•0i3-9RESULT OF Thiis9tru�eis designed using the CBL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed - No, Lnportance Factor - 1.00 Leo eedVf UES PER PSFICBO non concurrreeentEBRQL.81b07. IF HANGERS ARE BASEEDION 11..5€DHANff�RINAI FDR' Hurricane/OceOaan Line End E CategO C %#fiuse USED e a ` I- RANGER NAILS FOR MULTI PLY S2.00 bracing ES ci to g requuirIN eoadEe d 0 j88" inter sface. FuHANGERSNG MU o oN � RIFY GABI,E LOAIJI GIRDERS. IF 2.5" �ursER VBY & ERS). LS A THE BC Sta'annte stVles for gable blocks. PLY AND 3" Bldg dardiOccupancy 9De d9ELoad -� 10 2 pspsf ft al �04cli �M11-0-0� t „_o_D ' 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 171 6.00 3-4 F�O� i 2 0.01 22-0-0 ' 18 19 0 1 3 475f6772,g8?A-4ff 02A12C1,29 4 TYPICAL PLATE: 1.5-3 OVER CONTINUOUS SUPPORT �=�?ani eS ,�°f01—e sF Amwrted"18s 1fta8t�, HShif� a1eBf0 bd'l7V �Owithsrtr,i�iardal tails es ase es are as e. es a le . 11/13/2006 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Ri chard Hal l ® This design Is for an individual wilding component not teas system It has been based on speanrauons provided by the component manufacturer done In �. W0: Dri ve_T_0751U06_L00005_]0,?001 and accordance with the current Versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r : RP WC = 16 Wr: 171# are to be verified by the component manufacturer andlor wilding designer prior to fabrication. The wilding designer mat ascertain that the loads _ _ TC Live 16.00 psf Li veDdr ' L=1: 2 5 P=1.2 5 utilized on this design meet or em*ed the loading Unposed by the local wiping code and the particular application. The design assumes that the lop chard HOMEWOOD Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathtrg material directly attached, unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This canponerd shah not be placed in any enNronment that will cause the moisture convent of the wood to a xeed 19% and/or cause connector plate corrosion. Fabricate, handle, Install TC Dead BC 9.00 psf 0.00-psf .. �,Mlir) &Ids/orrip /Tens 1.1 1.00 1.00 4445 Northpark Dr. and brace this teas In accordance with the foliaM g standards: Joint and Cutting Detail Reports' available as output from TnmNal software, Live / / Colo Springs, CO 80907 'ANSirtw 1•, YVrrA V- Wood Teas Council of America Standard Design ResponsibilitiesBUILDING COMP )NENTSAFETY IWORMATID r - BC Dead 8.00 psf O. C. Spaei ng 2- 0- 0 TRUSPLUS 6.0 VER: T6. 5. 411V01sconsin (BCst 143) and SCSI SUMMARY SHEETS' by wren and TPI. The Thos Plate Institute (TPI) Is located at 583 D'@notrio Drive. Madison. 53719. The American Forest and PaperAssadatjon WPA) IsWAed at 1111 19th Street NW. Ste 800. Washington, DC 2OD36. Bldg Code: UBC -97 DEFL RATIO• L/240 TC: L/24 I COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSRCEL NUMB ER —a/ � 2 -BUILDING ZONING PERMIT OWNER K� TELEPHONE G� SQ. FT. OCC. BUILDING VALUATION Q ' Col/ OWN .' MAI ING ADORES T e�GU CO NTR AC 013'^NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee Energy Plan Checking Fee $ , ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 1 S y /� Tis / PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 r n Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each pas water heater or vent 5.00 USE OF STRUCT,"E Gas piping system 1 - 5 outlets 5.00 SIX Duplex❑ Mobilehome❑ Other w' 61 e Building sewer 5.00 SPECIFY Mobile Home S I G I IN 0.00ea TYPE OF WORK New Addition❑ Remodel❑ Utilities❑ installation[] Other E] Permit Fee $ Describe work: Contractor ELECTRICAL PERMIT Filin Fee 10.00 Main service 100V OR LESS 600 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW NEW CONST. ( DWELLING OCCUP.ai) '/zQsgft I declare under penalty of perjury (Check One): OR ADDNS. ACC. BLDGS. NEW CONSTR. MULTI -OUTLET 2,50 ea ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business NON-RESID BRANCH CIRC ITS POWER APPARATUS Il (SINGLE ) and Professions Code and my license is in full force and effect. OUTLET CIR. License No. Classification Ex. Occup( OR FIXTURES 2ALO30 °Lo ❑ 1, as the owner, or my employees with wages as their sole compen- FIXED Ex. Occup. OUTLETS PRESID IKEA.) 2.00 sation, will do the work,and the structure is not intended or offered Temporary service 10.00 for sale. (Sec. 7044) Mobile Home Facilities 15.00 L/i I, as the owner, am exclusively contracting with licensed contract- Misc. Wiring 15.00 ors. (Sec. 7044) R ❑ I am exempt under Sec. , Business and Professions Code I for this reason Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): MECHANICAL PERMIT Filing Fee 10.00 ❑ The permit is for $100.00 (valuation) or less. Heating ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Cooling I shall not employ any person in any manner so as to become subject Hood 3.00 to the W. C. laws of California. Ventilation Notice to Applicant: If after making this statement, should you become subject permit Fee $ to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor I certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating Energy Inspection Fee $ to building construction, and hereby authorize representatives of the County of ,_ Butte to enter upon the above-mentioned property for inspection purposes. TOTAL PERMIT FEE ` $ / .� %s 1 also agree to save, indemnify and keep harmless the County of Butte against Occu P, CONST.TYP! MD -l' I39u all liabilities, judgments, costs, and expenses which may in any way accrue lFrIPAVI_:D against said County in conseque ce of the granting of this permit. This permit is hereby issued under the applicable provi- X��a Date `— 2 sions of the Butte County -Code and/or resolutions to do Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ work indicated above for which fees have been paid. An OSHA permit is required for excavations over 5'0" deep and demolition or construct- DIRECTOR OF PUBLIC WORKS ion of structures over 3 stories in height. - 1r BY Date 7—z,7—,?7 Receipt No- WHITE-D.P.W., YELLOW-ASSEe30R. PINK -INSPECTOR, GOLDENROD -APPLICANT PER E PIKES Date �-v �'- COUNTY OF BUTTE .'Y J DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, -Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have,any question pertaining to this matter, , or need additional explanationplease contact this office immediately. f L Ta - It )( Ia- _ ,J Y: r r a Inspector Date--7—.S/-- ate � S 1 �� = OK 0 =-Not ApA0plicable ``'Not RESIDENTIAL (Single and Duplex) -= = Not Ready Card -B1 Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 44. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 45. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 46. Fireplace Ties or Type A Flue -Fireplace Throat 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 47. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 48. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 49. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 50. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 51. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 52. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 53. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 54. Siding -Nailing Veneer 12. Electric; Underground 55. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 56. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 57. Shear Walls; Nailing -Bolts 15. Insulation 58. Insulation-Walls-Clg. 59. Infiltration-Walls-Wndws Card -B1 Date Card -131 Date Card -B1 Date Card -131 Date Card -B1 Date Card -131 Date Card -B1 Date Card -131 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air' Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 60. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 61. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 62. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors 63. Bedroom Exiting 64. G.F.I. & Bath Fixtures & Tub Access -Spa 65. Elec. Trim & Subpanel; Breaker Sizes -Labels Card -B1 Date Card -B1 Date 66. Stairs & Rails Card -131 Date Card -131 Date 67. Fireplace or Stove; Clearances -Hearth Date ELECTRICAL (Permit) OK except #'s 68. Elec. Outlets at Wood Panel; Int. & Ext. 22. Fixture & Transformer Clearance -Ins. Protection 69. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Elec. Outlets & Receptacles at Kit. Counter 24. Size Boxes & No. of Conductors -Stapled 71. Garage Fire Door; Swing -Landing -Closer 25. Romex Installed Close to Edge of Studs & C.J. 72. A.C. Duct in Garage -Damper 26. Equip. Ground made up w/Mach. Fasteners -Bond Gas &Water 73. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor -Mach. Protection 27. 2 Appliance Circuits in Kitchen & Conductor Size 74. Plb., Elec. & Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 75. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 76. Insulation -roam -Looked in Attic O Yes 77. Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect 78. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 11 Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 79. Following instld.; Drive O Yes O No; Walks o Yes O No; Planters O Yes O No 80. Stucco; Brown -Finish Card -81 Date Card -B1 Date 81. A.C. Unit; Disconnect, Electrical, Plumbing Card -B1 Date Card -B1 Date 82. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 83. Water Well; Disconnect, Electrical, Plumbing 33. A.C. Ducts Insulation & Support 84. Exterior Elec. Trim; G.F.I. Receptacle -Underground 34. Vent Fan; Exhaust above insulation 85. Ventilation throughout House 35. Condensate Drain & Overflow; Size & Grade 86. Glass Protection 36. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Corrections from Previous Inpections 37. Attic Access & Platform if Furnace in Attic 88. Gas Test -Meters Tagged; Gas -Electric 89. Water & Sewer Connected -C/O to Grade -HD Approval 90. Energy Compliance Certificate -Other Certificates Card -131 Date Card -B1;, Date - Card -131 Date Card -B1 Date Card -131 Date Card -81 Date Date FRAMING (Plans) OK except #'s Card -B1 Date Card -131 Date 38. Sills, Proper Material & Anchors Card -B1 Date Card -131 Date 39. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Comments at Final: 40. Bearing Walls over Girders & Floor Nailing 41. Draft Stop in Walls (rat proof) 42. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 43. Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) = OK 0 =. Not OK, Not = Not Readyiable MOBILE HOMES MOBILE HOME UTI 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-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance Card -131 Date Card -B1 Date Card -131 Date Card -B1 Date Date MOBILEHOME INSTALLATION (Plans) OK except #'s I 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector I 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 9. Exits; In 10. Cert. of Card -B1 Date Card -131 Date Card -131 Date Card -131 Date MISCELLANEOUS x Date DE S,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s ning Requirements -Setbacks -Easements ngs; Soils -Size -Depth -Spacing -Connectors -Steel Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 15. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. iding; Nailing -Veneer -Stucco -Mesh 06 Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Card -B1 Date and-B1Date Card -B1 Dat - Card -B1 Date Date OOLS (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 Card -131 Date Card -131 Date Card -81 Date Card -131 Date 4 a PERMIT NO. 2034-87B PERMIT EXPIRES �� [ OWNER STAN BANSKSTON CONTR. owner ASSESSOR PARCEL 30-132-17 LOCATION 1307 10tj St, ORoville Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) Signature MOTES , PERMIT NO. RESIDENTIAL 030-132-017 05-2294 HALL, RICHARD 1307 10TH ST., OROVILLE Cont: VILLAGE CONTRACTORS DEMO SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REO. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature J=oK 0= Not OK - = Not Ready hte . =Not Ready .� MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Cana B-1 Date 1. Zoning Requirements -Setbacks -Easements Date 2. Soils; Special MH Support Sketch Card B-1 3. Sewer, Location -Test -Fall -C/O -Concrete PERMANENT END SYSTEM (ONLY) 4. Water, Location -Test -Easement Needed (Sketch) S. Electricity, Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft / P Nat or/ /" L W P LPG 2. Footings; Stze-Spacing-Marriage Line 7. Well Clearance $ Disconnect 8. Utility Clearance 4. Gas; MH Test -Demand -Valve Date Card B-1 Date Card B-1 Date Cana 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-Connecto? 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert 10. Exits; Insp.-Sketch 11. Cert. of Occupancy MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #`s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-S¢e-Depth-Spacing-Connectors-Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stars -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing S. Alum. Awn.; Columns-Connections-Splice-Dec&Enciosures 6. Carports; Windows -Doors 7. Electric 8. Fong.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof•, Shthg-Roofing 11. ExL; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except Vs 1. Setbacks -Easements 2. Sols; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elea; Bonding; Metal w/5'-arculating Equip. -Heater 8. Elea; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Cana B-1 Date Card B-1 Date Card B-1 Date Cana B-1 Date Cana B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Stze-Spacing-Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Cana B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #`s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-S¢e-Depth-Spacing-Connectors-Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stars -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing S. Alum. Awn.; Columns-Connections-Splice-Dec&Enciosures 6. Carports; Windows -Doors 7. Electric 8. Fong.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof•, Shthg-Roofing 11. ExL; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except Vs 1. Setbacks -Easements 2. Sols; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elea; Bonding; Metal w/5'-arculating Equip. -Heater 8. Elea; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Cana B-1 Date Card B-1 Date Card B-1 = OK = Not OK = NotApprimble = Not Firmdy RESIDENTIAL (Single & Duplex) late UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd. 1 /" Ftg. Depth 3. Ftg., Garage; Sols-Steel-Elec. Gmd. / /" 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 -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders-Slls-Anchor Bolts-Joists-Vents-Crippies 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 #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fre Sprinkler, Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Sec. Receptacles Spacing -Lights & Switches at Doors 26. Siie Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFl 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels -Motors -Meth. Equip.. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except is 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Alt -Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. BdrrTL Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext Doors -One T -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fre Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Botts 61. Brace Interior/Exterior Wall Panels 62. Insulation-Walls-CeTngs 63. Infittration-Walls-Windows Date Cana B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int & Ext 73. Kit Fixt. & Appfiance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kt Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.1.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following InstldAkive O Yes O No/walks O Yes O NwPlanters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ' 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection ) 91. Corrections from Previous Inspections I 92. Gjas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fre Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card 13-1 Comments at Final: BUTTE -COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION V(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 PERMIT NO. BPO52294 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/25/2005 APN: 030-132-017-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class License Number. 8r(99a Site Address: 1307 10TH ST ORO Date: � Contractor: / /aC7e6h���kiTL6? &' vii �% r Map Index: OWNER -BUILDER DECLARATION Description: DEMOLITION OF CARPORT & BLOCK I hereby affirm under penalty of perjury that I am exempt from the BUILDING Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a Owner: HALL RICHARD signed statement that he or she is licensed pursuant to the provisions of P O BOX 1151 the Contractor's State License Law (Chapter 9 commencing with Section PARADISE, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95967 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or Improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project ,(Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: 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. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for!the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: ,�/ GC/y►�%e,-1 (b�lL��v��/7`�c�ii�- Policy #: Q`1 ❑ 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 the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. Applicant: VILLAGE CONTRACTORS INC 448 E 6400 S SUITE 450 SALT LAKE CITY, UT 84107 (801) 313-0400 Contractor: VILLAGE CONTRACTORS INC 448 E 6400 S SUITE 450 SALT LAKE CITY, UT 84107 (801)313-0400 License M 810282 Architect: Engineer: Total Square Ft: 0 S. F. Valuation: $0.00 Census Code: X55 00 `13533q CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to o work indicated above for hich fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) J �� Name: By: 11 a Date: Address: 117 PERMIT EXPIRES ON: ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ ° Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of an fficial for r document Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: _t i(/ elm ��jj% Signature: Date:a ,❑ Owner 91 Contractor ❑ Agent for Owner 0 Agent for Contractor Oct 11 02 08:45a Demolition Permits Asbestos Notification Statement p.2 Date AP# Pursuant.to section .19827.5 of the California Health and Safety Code, all 1 demolition permit applicants are required to fill .out this form. "19827.5. A demolition permit shall not be issued by any city, county, city and county, or state and local agency which is authorized to issue demolition permits as to any building or structure except upon the receipt from the permit applicant of a copy of each written asbestos notification regarding the building that has been required to be submitted to the United States Environmental Protection Agency or to a designated state agency, or both, pursuant to Part 61 of Title 40 of the Code of Federal Regulations, or the successor to that part. The -permit may be issued without the applicant submitting a copy of the written notification if the applicant declares that the notification is not applicable to the scheduled demolition. project. The permitting agency may require the applicant to make the declaration in writing, or it may incorporate the applicant's response on the demolition permit appli- cation." Attached is a copy of my written asbestos notification to the United States Environmental Protection Agency for the demolition project located at 91--g-nature- of Appli-c-an't 6R I hereby declare that a written asbestos notification to the United States Environmental Protection Agency is not appli::Zignaiture de olition project. Applicant 2/19/91 i � 1 9S o •� 114" RNs ll ev d- a4I - t PERMIT N0. r PERMIT EXPIRES— OWNER XPIRES OWNER S.E. BANKSTON CONTR., Ford Electric ASSESSOR PARCEL 30-132-17 LOCATION 1307 10th St; Oroville i, f Temp. Power Pole Called F OFFICE COPY - f r fTemp. Elec. Address i Called P I f GASMeter , } Temp. Gas Si ELECTRIC Meter By Date Called P, r JOB FINALI f•` Signatur E ,1„= OK, 0 = Not OK - = Not Applicable MOBILEHOMES * = Not Ready MISCELLANEOUS Date IVIOBILfillrONIE UTILITIES (Plans) OK except #'s Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s n equirements—Setbacks—Easements 1. Zoning Requirements—Setbacks—.Easements o' ; Special MH Support—Sketch 2. Footings; Size—Depth—Spacing—Connectors t.Xew , ocation—Test—Fall-C/0—Concrete 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails 4 ater; Location—Test—Easement Needed (Sketch) 4. Wood Awn.; Posts— Beams— RItrs.—Connec.—Shthg.—Rfg.—Bracing G Iectr' '4y; Location—Clearances—Grnd.—/ / Amp—Concrete 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures s; Lgcation—Test—Wrap:/ /"L"It./ P'Nat.or/ /"L"ft./ /"LPG 6. Carports; Windows—Doors 7 ity Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBI OME INSTALLATION (Plans) OK except #'s Card -BI Date Date Card -BI Date POOLS (Plans) OK except #'s ing Requirements—Setbacks—Easements 1. Setbacks—Easements F otings; Size—Spacin arriag Line 2. Soils; Compaction—Structure Stability ft'Gas; MH Test—De d—V —Conn r 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining in A tricity; MH Test—Crossovers—Breakers—Clearances j 4. Elec.; Receptacles and Lighting; Distances—GFI Dr MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI W ; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 2CWand Sewer Cocted— 0 to Grade—HD Approval 7. Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater G nd Electr' ity Ta ed 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit . Ex' Insp.—Sketch 1 -Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B -I Date and -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date I Card -BI Date Card -BI Date i ` I 1 '.a I R J "= OK • 0 = Not OK - = Not Applicable * = Not Ready RESIDENTIAL (Single and Duplex) Date UNDERFLOOR (Plans) OK except#'s 1. Zoning requirements -Setbacks -Easements 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 7. Piers -Fireplace Ftg.-Steel 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date PLUMBING (Permit) OK except #'s 14. Water Ht.; Vent -Access -Combustion Air 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 17. Shower Pan; Test, First Floor -Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 19. Gas Pipe; Size & Anchors Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date ELECTRICAL (Permit) OK except #'s 20. Fixture & Transformer Clearance -Ins. Protection 21. Elec. Receptacles Spacing -Lights & Switches at Doors 22. Size Boxes & No. of Conductors -Stapled 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 25. 2 Appliance Circuits in Kitchen & Conductor Size 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral ❑Yes ❑No 28. Service -Riser Conductors & Ground -Main Disconnect 29. Equip. Clearances; Panels-Motors-Mech. Equip. 30. Clothes Closet Light -Shower Light Card B -I Date Card -BI Date Card B -I Date Card -BI Date Date MECHANICAL (Permit) OK except #'s 31. A.C. Ducts; Insulation & Support 32. Vent Fan; Exhaust above Insulation 33. Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except #'s 36. Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing 42. Hangers -Post Caps -Anchors -Connectors 43. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthnq.-Rfn_q_._ 44. Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing Date FRAMING (Continued) 48. Property Line Firewall & Openings 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 52. 53. Siding -Nailing -Veneer Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 54. 55. Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date FINAL (Plans) OK except #'s 56. Ext. Steps -Door & Sidelight Protection -Landings 57. 58. Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 59. Bedroom Exiting 60. G.F.I. & Bath Fixtures & Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 66. Elec. Outlets & Receptacles at Kit. Counter 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 70. Plb., Elec. & Mech. Equip. Listed for Location 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 72. Insulation -Foam -Looked in Attic E] Yes 73. Guard Rails & Deck Construction -Post Caps 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters []Yes ❑No 76. Stucco; Brown -Finish 77. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground 81. Ventilation throughout House 82. Glass Protection 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/O to Grade -HD Approval 86. Energy Compliance Certificate -Other Certificates Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: (NOTE: Anentry must be made each time you visit job site) i MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE { DEPARTMENT OF PUBLIC WORKS — 7 COUNTY CENTER DRIVE S� OROVILLE, CALIFORNIA — 534-4541 PERMIT N0.�t'�`i Address or location of mobilehome r Owner's name##rm aC�►-� T Owner's address ) "i (J / 4J J ll r7) LIA�l Insignia or hud number_ Manufacturer's name Serial number of V.I.N- "b.`� % Year of manufacture �1 171 1 (Official Approving Installation) '(Date) IF THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION ACUEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. 513B White - Owner, Yellow - Installer, Pink.. D.P.W. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS . 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office imrgedjately. a BUTZ-AV Date /10 Inspector 1—��N COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ' 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. I. ) V>. , .., Axe_. .% r," � s 0 k., r�J 0,-- 1-4 . � Inspector�C Date --T COUNTY OF BUTTE .DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT P MIT NO. ASSESSOR PARCEL NUM R CJ(BUILDING ZON N PERMIT OWNERJ TELEPH NE SO. FT. OCC, BUILDING VALUATION SSS �T / OWNER'S MAILING AD SS /C / I – CONC O 'S N G TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONS UCTION LENDER UNKNOWN Total Valuation $ Filing Fee $-" LENDE 'S MAILING ADDRESS Permit Fee $ ARCH ECT OR ENGINEER G LICENSE NO. Plan Checking Fee $ �V Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS IjO2 Z t9 Y �2 y Permit fee $ `S\ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 1^ Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome(n Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home In G &I 10.00 ea 30100 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities N1 Installation❑ Other ❑ Describe work: �Cl� _ I Permit Fee $ Moron Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the BUslnes$ and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.N ( OR ACDNS. ACC. BLDGS. , �20sgft NEW CONSTR. U TI.OUTLET NON•RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS 6 (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES SAL@t AL00 3 Ex. Occup. OUTLETS P(RESID IRE A.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 mon Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 19 I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hcod 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue:E—Ml ag a i t said County in consequence of the granting of this permit. 9 gP_ Date r� Si natu a of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ a c c U P. CO. ST.TYP! PAVI PD ND Issu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECT F PUBLIC BY PE EXPIRES Date - the applicable provi- resolutions to do have been paid. WORKS Date ��' Z— ` 7 - Receipt No. -ASSESSOR! WNIT!-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT 85-25461 Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGENENT-11J. J; ; Or, .CHL RECORDS FOR RESIDENTIAL DEVELOPMENT TTBUTTE AT THE REQUEST OF Pages Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building perm'85-25461 - iA 1985 d 6 22 AliM 02 02 The property described herein is adjacent to land or included�� within an area zoned for- agricultural purposes, and residents ci-f t02�sM • BEC,NER property may be subject to inconveniences or discomfort arisirfJEfi�o9ECORDER FEE__q_ the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Please see reverse Date: August 20, 1985 State of California ) On ) SS. me, County of Butte ) this the 20th day of August , 19 b!) , betore the undersigned Notary Public, personally appeared. Eldene R. Compton and Marcella Compton ;y' 1 J - ':J, OFVICIAL BAL i Ll Personally known to me. ACX/ Proved to me on the basis N14RGEIX i f,Ay�pq of satisfactory evidence. m 'T NOTARY PUBLI�A to be the person(.$) whose names) arP subscribed to BUrTE;cOtlruTi%` the within instrument and acknowledged that thav - • MY comm. expirds`OCT 14, 1988 executed the same for the purposes therein coned. IN WITNESS WHEREOF, I hereunto set my hand and official seal. z Notary Pub 'c Present A.P. No. k2l 4 85-25 46 1 All that certain real property situate in the County of Butte, State of California, described as follows: COMMENCING at'the Southwest corner of Lot 14 of the Topham Tract, according to the Official Map thereof, filed in the office of the County Recorder of the County of Butte, State of California, November 14, 1908 in Map Book 6 at page 65; thence South 10 20' West 100 feet, to the point of beginning of this parcel of land, in the West line of County Road; thence :along the West line -of said Road, South 10 20' West 612.6 feet, to the corner of land heretofore conveyed to H. T. Dennison and Phila Dennison, his wife, by deed of record in Book 211 of Deeds, at page 199, records of Butte County, California; thence South 890 38' West, 618.8 feet, more or less to the Westerly boundary line of Parcel One as described in that certain Deed executed by M. J. Evich, et ux. to George R. Burwell, et ux, recorded AT)r'..I. 169 1965 in' Book 1368 of Bu",te �'cf�__'� .^i.''fiv�o.i ecords, at page 656;-then'(e °a-longg"ttie' Wester ,ly boundary line of said Burwell Parcel Northerly 612.2 feet, more or less, to the Northwest corner of said Burwell Parcel; thence along the Northerly boundary line of Parcel One and Parcel Two of ,the above mentioned Deed to George Burwell, et ux, Easterly 634 feet to the true point of beginning. EXCEPTING FROM the following described parcel of land: BEGINNING at the Northeast corner of said Parcel 2 from which point the Southwest corner of Lot !4 of the Topham Tract, filed in said Recorder's Office, November `4, 1908 in Map Book 6 at page 65, bear North 10 20' East, 100.00 fey:; thence South 10 20''East, along :he existing right of way line of 10th Street 172.34 feet; thence Nolti 3C. 35' 2211 West, 172.53 feet �t:o the Northerly :Nine of said parcel, deeded to M. J. Evich and Ross Evich; thence North 890 ''8,! East aloin said Northerly line 14.32 feet to the point of beginning. n co �3 rn CO U .- O� a �o 04 Q w 0 END OF DUCumwq-r (//�; 6 le -7-' 15-e NOTE -,All Materials & Workmanship Sha(( Be i �1 Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENDYJ: ; ;d,cLOR�S FOR RESIDENTIAL DEVELOPMENT 04• BUTTECOUI1TY,CALIF0ZPJ1A %.y AT THE REQUEST OF P8g0S Section 26-8.1 of the Butte County Code requires this acknowledgeme be recorded prior to issuant nce of a building perms% -2 ,461 1585 A G 2 2 AM 9' 02 2 The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents 44:QJ'4•BECKER property may be subject to inconveniences or discomfort arisi4EF�69ECORDER FEE the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to -cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have aa.§ , priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Please see reverse Date: August 20, 1.985 State of California ) On this the 20th day of August , 19bD , betore SS. me, the undersigned Notary Public, personally appeared County of Butte ) Eldene R. Compton and Marcella Compton OFFICIAL BEAL MARGERY t TAYLOR NOTARY PUBLIC -'CA«p A My comm xpfras- ^OCCTT"14, 1988 Personally known to me. LCX/ Proved to me on the basis of"satisfactory evidence. to be the person(s) whose names) a►P subscribed to the within instrument and acknowledged that thy/. executed the same for the purposes therein contained. IN WITNESS WHEREOF, 14ereunto set my -hand and official seal. Notary Pub Present A.P. No. (30 -la "l2 All that certain real property situate in the County'Of Butte, State of California, described as follows: COMMENCING at'the Southwest corner of Lot 14 of the Topham Tract, according to the Official Map thereof, filed in the office of the County Recorder of the County of Butte, State of California, November 14, 1908 in Map Book 6 at page 65; thence South 10 20' West 100 feet, to the point of beginning of this parcel of land, in the West line of County Road; thence along the West line -of said Road, South 10 20' West 612.6 feet, to the corner of land heretofore conveyed to H. T. Dennison and Phila Dennison,, his wife, by deed of record in Book 211 of Deeds, at page 199, records of Butte County, California; thence South 890 38' West, 618.8 feet, more or less to the Westerly boundary line of Parcel One as described in that certain Deed execute by M. J. Evich, •et ux'. to George R.. Burwell, et ux, recorded AY)r„.1, 16, 1965 in Rook 1368 of_But-tey--0;f jc;o;i A ecor-ds, at page ”'—o5u; thericd'along'the' Westerly boundary line of said Burwell Parcel, Northerly 612.2 feet, more of less, to the Northwest corner of said Burwell Parcel; thence along the Northerly boundary line of Parcel One and Parcel Two of'the above mentioned Deed to George Burwell, et ux, Easterly 634 feet to the true point of beginning. EXCEPTING FROM the following described parcel of land: BEGINNING at the Northeast corner of said Parcel 2 from which point the Southwest corner of Lot '.4 of the Topham Tract, filed in said Recorder's Office, November 1,4, 1908 in Map Book 6 at page 65, bears North 10 20' East, 100.00 feet; thence South 10 20' East, along the existing right of way line of 10th Street 172.34 feet; thence Nortt. 30 35' 32" West, 172.53 feet -to the Northerly Nine of said parcel, deeded to M. J. Evich and Rose Evich; thence North 890 ?81 East, along.said Northerly line 14.32 feet to the point of beginning. AP # OWNER S .�C utilC S�vnl PERMIT MH UTIL.CLEARANCE DATE %L7 INSPECTOR ELECTRIC GAS Support Struc. Compaction Test Re . iervice Other Pipe YES NO YES NO iize Load Tv -pe Size Length lv6+ -� is 7 est' tE� aG���nrr� f.L.{'%1Jfig ,wrc' Aro' Zt •��ci•�,,.(-� . V a i /V Cc.S Cif cS �-� ►•res C �ecvi c. t S a +rnu f StA/�o wS �u!<� r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. _ ASSESSOR PARCEL NUMBER 30 — ZONIN BUILDING PERMIT OWNER . ki � D ki TEL PHON Ef SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS / q -jj+ CONTR AC TO 'S AM TELEPHONE ' CONTR CTOR'S M j1LINGDRESS - V_ D J #.-&:: Fireplace CONS UCTION LENDER UNKNOWN C Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHI T OR ENGINEER LICENSE NO. Plan Checking Fee $ 0 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty Permit fee $ $ BUILDING ADDRESS W PLUMBING PERMIT Filing Fee 10.00 Each Trap Solar or heat pump water heater Water piping 2,00 20.00 5.00 D LOT NO. SUBDIVISION NAME PA -CEL MAP Each qas water heater or vent 5,00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G 4V 10.00 ea TYPE OF WORK New ❑ Addition ❑ Re,00del ❑ Utilities ❑ Installations Other ❑ Describe work: /t _ `p Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1101 OR LESS 100 AtNAP OR LESS 10.00 Main service EA. ADD L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) f� 1, as the owner, am exclusively contracting with licensed contract ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.9 OR ADDNS. ( PCC. BLOGS. h2sq ft New CONSTR. r ULTI.OUTLET rJON-RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS 5 (SINGLE OUTLET CIR. Ex. OCCUP(OUTLETS OR FIXTURES 20®30t eAL&30 Ex. Occup. 0 TLETS IRESID,)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. 4Virin t5.00 g _ Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I�} I shall not employ any person in any manner so as to become subject y� to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood _ Ventilation -- 3. Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue again aid County i cc/nsof the granting of this permit. X Date Sig a+ur of Applicant — Owner LJContractor ❑ Agent .An OSHA permit is required for excavations over ST" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ occuP. CONST.TYPE 'Loop PARCEL PD 1 ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date �Receipt No. 50'T wHITC-D. P. W.. YELLOW -ASSES 0R, PINK -INSPECTOR. GOLDENROD-APPLI CANT `I r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS < A 7 County Center Drive - Oroville, talifornM 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT 111 PERMIT 0. ASSESSOR PARCEL NUMBERZONIN 30— — BUILDING PERMIT OWNER . y, 5 O V( TEH.°N Ef SO. FT. OCC. BUILDING VAL ATION OWNER'S MAILING ADORES 99LL t CONTR CTO 'S AM TELEPHONE CONTR CTOR'S MWLING DRESS 12*0 1 ✓ OrOuAr.Fireplace CONS UCTION LENDER f UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHIT(€CT OR ENGINEER //�/J LICENSE NO. Plan Checking Fee $ 10 0 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 21,0 141 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PA CEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF [JDuplex[]Mobilehome Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remcidel ❑ Utilities ❑ Installationx,Other ❑ Describe work: _JA ! �` _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.y , OR ADDNS. ( ACC. BLOGS. Z�2QSgft NEW CONSTR. ULTI.OUTLET 2,50 ea NON•RESID BRANCH CIRC ITS /POWER APPARATUS e (SINGLE OUTLET CIR. / EX. Occup(OUTLETS OR FIXTURES SAL03 t eALo3o Ex. Occup. our K LETS ((RESID IEA./ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �yirin 15.00 g Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Coolin g Hood . 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue again aid County in cons uence of the granting of this permit. Date Sig e.%; of Applicant — Owner [I Contractor ❑ Agent ion of structures over 3 stiLAories in height. An OSHA permit is required for excavations over 5'0" deep and demolition or construct-WY, Mobile Home Installation Fee $ Energy Inspection Fee $ A TOTAL PERMIT FEE $ Occ"P. CONST.TYPE FLOOD PARCEL PD N 59UE This permit is hereby issued under the applicable pro vi - sio f the Butte County Code and/or resolutions to do k indicated //above for. which fees have been paid. ECTOR OF PUBLIC WORKS BY Date Z7 5��C PERMIT EXPIRES Date Receipt No. ,Y J`7' WHITE-D.P.W., YELLOW -ASSES OR, PINK -INSPECTOR, GOLDENROD -APPLICANT 1. Owner's name: 2. Installer's na f -Ir BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville', CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET $. Is the site currently under permit? Yet (If yes, furnish permit number ) OR rJ/ Ie the site an existing site? es No (If yes, furnish two (2) plot plans.)* ' 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes (If no, clarify ) S. What is the mobilehome electrical rating? ----------------------- Amps 6. What is the mobilehome site service rating? --------------------- ��6 Amps 7.. What is the mobilehome site circuit breaker rating? ------------- �� / Amps 8. Is there any other electric load to_be•served by the mobilehome site service? ------------------------------------------------- Yes No (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- - (in.) 10. What is the type of gas service? -----..---------------------- Natural LPG / / 11. What is the gas pipe length from meter or tank to the mobilehome? (ft.) 12. What is the mobilehome gas demand? ------------------------------ (BTU) (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) / rJ BUTTCOUNTY BUILDING DEPARTMENT APPROVED MOBILEHOME SUPI.AiCf DATA If other than single wide, Mobilehome Mfr. furnish Setup Model No. r Year jdidth �O ' (ft.) Box Length _(ft.) Tagalong or Expando Size ft. x - ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973; furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). All center supports measured from front of mobilehome unless otherwise specified. n.) Center supp rt locations (ft.)(in.) (ft.)(in.) Footings (check one) Single 11'. Wood either pressure treated or foundation grade. x (in.) (in . 2. Other: ( specify) r Center. su port footing izes Supports. (check one) (in. 1: Concrete block. .2: Other. (specify) [_ I� (in.) (in.) Mn.) (in.) (ft.) (in.) I (in.)I (in.) 1r �_ *If center piers are other than drawn above, draw in -locations, spacing, and dimensions. Tagalong or Expands,' show support details. -- Typical Support (in.) (in.) Footing Size Max. Pier Spacing /Q -- Max. Overhang (ft.)(in.) i | � r_ _ 0 4\ t- • is J- t. r_ _ 0 4\ t- z1 -t � BUILDING D'EPARTMEN1 `►PPROVE • I o' , !' xr -Y. Z4, t• :r 0� IQ r. 26 NOTE:—All Materials 1!c Workmanship ,Ih.11 Accordance with Recognized Good Pracfic@s of a quality prescribed for the Specified and Uniform the us In Building, Plumbing & Machanlcal Cis National Electrical thL Ano Code. z1 -t � BUILDING D'EPARTMEN1 `►PPROVE 3� 4'GS n3t� CD J r i ovl D£ sizvxTev W F- sF-7 Parr ANCHORS W/TW Aft "amEEN ,D F. Fast i LokAsTE 16" <.. , i G d' 2'• `-1�11MIN I f � A , I sum Mom OUILDING DEPARTMEN) 1 APPROVED i 0 MOUSE: 1735 SO. FT. dOV. PORCH. 4v ;T :OV. DECK: 14SO. 7. .,ARAGE: 52� S;:. FT. Cod r� . 0 4 L NOTES 1. ALL LU AGER TO BE DOUG FIR #2 AND BETTOR, STUDS TO BE STUD GRADE OR BETTER, UNLESS OTHERWISE NOTED 2. ALL HE-�DERS TO BE 6x12 D.F. UNLESS OTHERWItE NOTED 3. ALL CE LINGS TO BE 9'-0" UNLESS OTHERWISE NbtEC. 4. PROVIDI: 18"x24" FOUNDATION ACCESS AT EXTERIO'A WITHIN 20'-0" OF PLUMBING CLEANOUT 5. PROVIDE OPENING AS REOUIRED AND CONCRETE SLA9 FOR H.V.A 6. INSULA -E AT TUB AND SHOWER EXTERIOR WALLS BEFORE NAILING UP SIDING 7. SEE TITLE SHEET FOR ADDITIONAL NOTES 8. PROVIDE P.T. VALVE, DISCHARGE LINE TO OUTSIDE & ANCHOR STRAPS TOP & BCTTOM AT WATER HEATER 9. BLOCK FOR TOWEL BARS 10, V41NDOIV AND SLIDING GLASS DOOR OPENINGS ARE PER CALL -OUT. DOOR OPENINGS ARE CALL -OUT PLUS 2". 11. 06 & 04 POST SUPPORTING GIRDER TRUSSES SHALL BE CONTINUOUS TO FOUNDATION SILL PLATE. 12. SHOWER AND TUB/SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE AS PER CPC SECTION 420.0 . HEAR %& SCHEQ!) NOTE: HOLDOWNS REQUIRE DOUBLE STUDS DVuOTES WALL LINE IDENTIFICATION DENOTES SHEAR WALL IDEMMFICATION APA RATED .5/8" T-111 PLYWOOD SIDING WITH 8d GALVANIZED BOX NAILS AT 6. ON CWM EDGE NAILED, 12. ON CENTER FIELD NAILED TO 2X DOUGLAS FIR FRAMING AT 16. ON CENTER. APA RATED 3/8" ORIENTED STRAND BOARD SHEATHING, WITH 8d (0.113 x 2 3/8') 2 NAILS AT 4. ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED TO 2X DOUGLAS FIR FRAMING AT 16" ON CENTER. APA' RATED 3/8" ORI STRAND D SHEATHING, WITH 8d (0.113 x 2 3/8') NAILS AT 3" ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED TO 2X DOUGLAS FIR FRAMING AT 16" ON CENTER. BP1 APA RATED 5/8" T-111 PLYWOODSIDING WITH 8d GALVANIZED BOX NAILS AT 6" ON C EDGE NAILED, 12. ON CeM FIELD NAILED TO 2X DOUGLAS FIR FRAMING AT 96" ON CENTER. BP2 1/2" OR 5/8- GYPSUM WALLBOARD, UNBLOCKED, APPLIED TO 2X FRAMING WITH 5d COOLER OR WALLBOARD NAILS AT 7. ON CENTER MAXIMUM. BP3 5/8* TYPE X GYPSUM WAUMARD. UNBLOCKED, APPLIED TO 2X FRAMING WITH 6d COOLER OR WALLBOARD NAILS AT 7" ON CDM MAXIMUM. BP4 7/8- STUCCO: EXPANDED METAL OR WOVEN WIRE LATH AND PORTLAND CEMENT RASTER FASTENED TO 2X DOUGLAS FIR FRAMING 16" ON CENTER WITH No. 11 gage, 1.5- LONG. 7/16" HEAD NAILS, OR No. 16 STAPLE WITH 7/8- LEGS. AT 6. ON CENTER MAXIMUM. PANEL TO SPAN MINIMUM OF 3 STUD SPACES AND LENGTH OF 4'. ALTBP MINIMUM 3/8- APA RATED PL (Or O.S.B.) WITH 8d (0.113 x 2 3/80) NAAS AT ~ 6" ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED TO 2X DOUGLAS FIR FRAMING AT 16" ON CENTER. SPANNING A MINIMUM OF 3 STUD SPACES, TWO 1/2" DIK METER ANCHOR BOLTS SHALL. BE PLACED AT PANEL QUARTER POINTS PER UBC 1806.6, END STUDS SHALL HAVE HOLDOWNS CAPABLE OF 1800 The MINIMUM. S LIPSON -TIE wrw OR PHD2-SDS3 HOLDOWN WITH SST916 ANCHOR BOLT. Refer to APPROVED PLANS for �dditiogal n®teq and information for this project OwnerH,9LL FILECO FLOOR PLAN UITTE '�U,11L U; ,. M Y 4- (A -� O c1 -� Cr ac ... o —L 40 s Y BUTTE COUNTV JAN 24 2006 DEVELOPlYff NT SERVICES