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47-46-14�_ /J ' y 2=1 9 F: ' PAUL &CAROL BUSHARD � 4�'= I+6-0-014 _• " , T 4250 Keefer Rd, Chico BUSHARD, Paul &Carol' Contr: , LT 4250. Keefer Rd; -Chico V/2o/$7� y= Mike Hart --- t Ag,. Xempt er Permit ��361-87B,P,E,M(new single family) txactot;-sheep, tools 047-46-0-'09,4 92-2732 BPEM tiST. BUSHARD &,r G ,. KEEFER RD` ICO new sf-62/1200 �^ 047-46-0-014 - 93-362E BUSHARD, PAUL ' 4250 KEEFER RD CHICO p t WELL ELECTR /GARAGE fi a f 7 , J o - 4 a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Weborg Residence Date........ 07/23/92 Project Address........ 4250 Keefer Road Chico Documentation Author... Marty Runnells Building Permit # Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Plan Check / Date Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS3 v3.11 File -92155B Wth-CTZ11 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -1195 S.F. Res. Submittal GENERAL INFORMATION Conditioned Floor Area..... 1195 sf Building Type .............. Single Family Detached Building Front Orientation. Front Facing 155 deg (SE) ' Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor (Package E) Infiltration Control....... Standard BUILDING SHELL INSULATION Component Insul Type R -value Location/Comments Wall R-21 FRONT, LEFT, TO GARAGE, BACK, RIGHT Door R-0 FRONT, TO GARAGE / Roof R-48 TO ATTIC, VAULTED ✓ Floor R-21 RAISED FLOOR GLAZING Glazing Orientation Window Front Window Front Window Left Window Left Window Back Window Back Window Right Window Right Window Right Skylight Horz Type (SE) (SE) (SW) (SW) (NW) (NW) (NE) (NE) (NE) Area # of Interior Exterior (sf) Panes Shading Shading Framing Overhang Type 42.0 2 drapes 50% BUG SCREEN Yes 33.0 2 drapes None Yes 32.0 2 drapes 50% BUG SCREEN Yes 24.0 2 drapes 50% BUG SCREEN None 30.0 2 drapes 50% BUG SCREEN None 12.0 2 drapes 50% BUG SCREEN Yes 92.0 2 drapes 50% BUG SCREEN Yes 128.0 2 drapes None Yes 19.0 2 drapes None None 4.0 None None None THERMAL MASS Area Thickness Hard Surfaced/ (sf) (in) Exposed Location/Comments InteriorHorz 83 1.0 Yes InteriorVert 48 1.0 Yes Entry/Tub Shower Enclosure MetalMul MetalMul MetalMul MetalMul MetalMul MetalMul MetalMul MetalMul MetalMul Metal CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Weborg Residence Date........ 07/23/92 MICROPAS3 v3.11 File -921558 Wth-CTZ11 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -1195 S.F. Res. Submittal Assumed System ASSUMED HVAC SYSTEMS Assumed Duct Efficiency Location Duct R -value HeatPump 7.5 HSPF Crawlspace R-5.'79 AirCond 10.00 SEER Crawlspace R-5.79'` Actual System ACTUAL HVAC SYSTEMS Actual Output Manufacturer and Model # Efficiency (Btuh) (or approved equal) Heating Cooling Cooling Coil CEC Maximum output for Gas Central Furnaces: WATER HEATING SYSTEMS System Type Meets CEC Minimum Tank R-12 or # of Vol Greater Manufacturer and Model # Heat (gal) Blanket (or approved equal) n/a n/a Yes Bradford Wht. Optimizer SPECIAL FEATURES/REMARKS Btuh Energy Credits None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The Weborg Residence Date........ 07/23/92 MICROPAS3 v3.11 File -921558 Wth-CTZ11 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -1195 S.F. Res. Submittal COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. DESIGNER Name.... Tim Crete Company. Drafting Design Address. 119 Broadway Suite 212 'co, CA 95928 Phone... (9 6) 5-6676 License. Signed (date) DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Svcs, Address. 1907 Mangrove Ave. Ste D Chico, CA 95926 Phone... (916) 894-8466 Signed (date) Name.... Company. Address. Phone... Si gne.d Name.... Title... Agency.. Phone... Signed Mr. & Mrs. Weborg (date) ENFORCEMENT AGENCY (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Weborg Residence Date........ 07/23/92 Project Address........ 4250 Keefer Road Chico Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MICROPAS3 by Enercomp, Inc Climate Zone........... 11 Field Check/ Date MICR0PAS3 v3.11 File -92155B Wth-CTZ11 Program -FORM MF71R User#-MP1333 User -Energy Calculation Svcs. Run -1195 S.F. Res. Submittal Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be,considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment * 2-5352(a): Minimum ceiling insulation R-19 weighted average. L/ 2-5352(b): Loose fill insulation manufacturers labeled R -Value. / * 2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). 2-5352(k): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no than 2.0 `,/� greater perm/inch. 2-5311: Insulation specified or installed meets CEC quality standards. Indicate type and form. 2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16. N !% 2-5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all joints and penetrations caulked and sealed. 2-5352(e): Special infiltration barrier installed to comply with Sec. 2-5351 meets CEC quality standards. 2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The Weborg Residence Date........ 07/23/92 MICR0PAS3 v3.11 File -92155B Wth-CTZ11 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Svcs. Run -1195 S.F. Res. Submittal HVAC AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. I/ _ 2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. * 2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC._ 2-5316(b): Exhaust systems have damper controls. 2-5314(c): Gas-fired space heating equipment has ✓ intermittent ignition devices. 2-5314: HVAC equipment, water heaters, showerheads and ✓ faucets certified by the CEC. 2-5352(1): Water heater insulation blanket (R-12 or greater) for storage and backup tanks for solar water heating systems (first 5 feet of pipes closest to tank insulated to R-3 or greater) 2-5312(Exception I): Pipe insulation on steam and steam condensate return and recirculating piping. 2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. ✓ 5. Directional water inlet. LIGHTING AND APPLIANCE MEASURES Design- Enforce- er ment 2-53520 Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. 2-5314(c): Gas fired appliances equipped with intermittent ignition devices. 2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Weborg Residence Date........ 07/23/92 Project Address........ 4250 Keefer Road Chico Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MICR0PAS3 by Enercomp, Inc. Climates 7nno 11 MICR0PAS3 v3.11 File -92155B Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -1195 S.F. Res. Submittal MICROPAS3 ENERGY USE SUMMARY Single Family Detached Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 35.91 32.49 3.42 Space Cooling.......... .26.22 29.30 -3.08 Water Heating.......... 17.07 17.07 0.00 Total 79.20 78.86 0.34 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... 1195 sf Building Type .............. Single Family Detached Building Front Orientation. Front Facing 155 deg (SE) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Raised Floor (Package E) Number of Building Zones... 1 Conditioned Volume......... 11993 cf Footprint Area ............. 1195 sf Slab -On -Grade Area......... 0 sf Glazing Percentage......... 34.8 % of FA Average Ceiling Height..... 10 ft BUILDING ZONE INFORMATION Floor # of Cond- Area Volume Dwell Thermostat Zone Type itioned (sf) (cf) Units Type HOUSE Residence Yes 1195 11993 1.00 Setback Vent Special Height Vent Area (f t) (sf) 2.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Weborg Residence Date........ 07/23/92 MICROPAS3 v3.11 File -921558 Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -1195 S.F. Res. Submittal OPAQUE SURFACES Area U- Insul Act Solar Location/ Form 3 Surface (sf) value R-val Azmth Tilt Gains Comments Reference HOUSE 1 Wall 175 0.059 R-21 155 90 Yes FRONT NONE 2 Door 20 0.330 R-0 155 90 Yes FRONT None 3 -Wall 208 0.059 R-21 245 90 Yes LEFT NONE 4 Wall 205 0.059 R-21 245 90 No TO GARAGE NONE 5 Door 20 0.330 R-0 245 90 No TO GARAGE None 6 Wall 228 0.059 R-21 335 90 Yes BACK NONE 7 Wall 250 0.059 R-21 65 90 Yes RIGHT NONE 8 Roof 713 0.021 R-48 0 0 Yes TO ATTIC R.50.2X6.24 9 Roof 255 0.021 R-48 155 14 Yes VAULTED R.50.2X6.24 10 Roof 334 0.021 R-48 335 14 Yes VAULTED R.50.2X6.24 11 Roof 178 0.021 R-48 335 19 Yes VAULTED R.50.2X6.24 12 Floor 1195 0.035 R-21 0 0 No RAISED FLOOR None GLAZING SURFACES SC Interior Sc Area # of Frame Open U- Act Glass Shade Gls+ Surface (sf) Panes Type Type value Azmth Tilt Only Type Shade HOUSE 1 Window 12.0 2 MetalMul Slider 0.65 155 90 0.71 drapes 0.61 2 Window 30.0 2 MetalMul Slider 0.65 155 90 0.71 drapes 0.61 3 Window 10.0 2 MetalMul Fixed 0.65 155 90 0.71 drapes 0.61 4 Window 23.0 2 MetalMul Fixed 0.65 155 90 0.71 drapes 0.61 5 Window 20.0 2 MetalMul Slider 0.65 245 90 0.71 drapes 0.61 6 Window 12.0 2 MetalMul Slider 0.65 245 90 0.71 drapes 0.61 7 Window 24.0 2 MetalMul Slider 0.65 245 90 0.71 drapes 0.61 8 Window 30.0 2 MetalMul Slider 0.65 335 90 0.71 drapes 0.61 9 Window 12.0 2 MetalMul Slider 0.65 335 90 0.71 drapes 0.61 10 Window 46.0 2 MetalMul Slider 0.65 65 90 0.71 drapes 0.61 11 Window 12.0 2 MetalMul Fixed 0.65 65 90 0.71 drapes 0.61 12 Window 24.0 2 MetalMul Fixed 0.65 65 90 0.71 drapes 0.61 13 Window 46.0 2 MetalMul Fixed 0.65 65 90 0.71 drapes 0.61 14 Window 46.0 2 MetalMul Slider 0.65 65 90 0.71 drapes 0.61 15 Window 46.0 2 MetalMul Fixed 0.65 65 90 0.71 drapes 0.61 16 Window 19.0 2 MetalMul Fixed 0.65 65 90 0.71 drapes 0.61 17 Skylight 4.0 2 Metal Fixed 0.64 155 0 0.77 None 0.77 OVERHANGS AND SIDE FINS Window- overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 12.0 6 2 37.5 0 .33 9.5 .33 26.5 0 n/a n/a n/a 2 Window 30.0 5 n/a 11 0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 10.0 6 2 15 1 2.5 5 n/a n/a n/a 5 13 1 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Weborg Residence Date........ 07/23/92 MICROPAS3 v3.11 File -921558 Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -1195 S.F. Res. Submittal OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 4 Window 23.0 4 6 15 0 2.5 1 n/a n/a n/a 1 13 0 5 Window 20.0 4 5 9 0 5.5 4.5 5.5 8 0 n/a n/a1 n/a 6 Window 12.0 6 2 9 0 .5 13 .5 8 0 n/a n/a n/a 9 Window 12.0 6 2 13.5 0 9.5 .33 n/a n/a n/a .33 11.5 0 10 Window 46.0 7.67 n/a 24 .1 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 12.0 6 n/a 9 1 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 24.0 6 n/a 9 1 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 46.0 7.67 n/a 12 1 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 46.0 7.67 n/a 12 1 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 46.0 7.67 n/a 12 1 n/a n/a n/a n/a n/a n/a n/a n/a EXTERIOR SHADING Area Shading SC of Surface (sf) Type Ext Shade HOUSE 1 Window 12.0 50% BUG SCREEN 0.84 2 Window 30.0 50% BUG SCREEN 0.84 5 Window 20.0 50% BUG SCREEN 0.84 6 Window 12.0 50% BUG SCREEN 0.84 7 Window 24.0 50% BUG SCREEN 0.84 8 Window 30.0 50% BUG SCREEN 0.84 9 Window 12.0 50% BUG SCREEN 0.84 10 Window 46.0 50% BUG SCREEN 0.84 14 Window 46.0 50% BUG SCREEN 0.84 THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap i v i t y R -value Location/Comments HOUSE 1 InteriorHorz 83 1.0 24.0 0.67 R-0.0 Entry/Tub 2 InteriorVert 48 1.0 24.0 0.67 R-0.0 Shower Enclosure HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE HeatPump 7.5 HSPF Crawlspace R-5.79 0.835 AirCond 10.00 SEER Crawlspace R-5.79 0.868 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... The Weborg Residence Date........ 07/23/92 MICROPAS3 v3.11 File -92155B Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -1195 S.F. Res. Submittal WATER HEATING SYSTEMS Cape- R-12 or System # of city Greater Effic- Type Heat (gal) Blanket iency Water Heater to meet minimum CEC Standards Pilot Standby Input Size Loss Rating (Btuh) Credits SPECIAL FEATURES/REMARKS CONSTRUCTION ASSEMBLY Page 1 3R Project Title.......... The Weborg Residence Date........ 07/23/92 MICR0PAS3 v3.11 File -92155B Wth-CTZ11 Program -FORM 3R User#-MP1333 User -Energy Calculation Svcs. Run -1195 S.F. Res. Submittal LIST OF CONSTRUCTION COMPONENTS Reference Name . R.50.2X6.24 Description .... Roof R-50 2x6 24oc Type ........... Roof R -Value ........ 48 sf-F/Btuh Framing Material ..... FIR.2X6 Spacing ...... 24 inches on center Fraction ..... 0.07 Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. SHNGL.ASPHLT Asphault shingle roofing 0.44 0.44 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. PLY.0.50 0.50 in plywood 0.62 0.62 4. AIR.RF.3.50 3.5 in 8 greater air space: heat flow up 0.80 0.80 5. BLOWN.INSUL Blown Insul. with R -value of 12 12.00 12.00 6c. BATT.R38.0 R-38 batt insul (cavity > 11.25 in) 38.00 -- 6f. FIR.2X6 2x6 in fir framing -- 5.43 7. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.RF Inside air film: heat flow straight up 0.61 0.61 Total Unadjusted R -Values 53.15 20.58 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 53.15 x 0.93) + (1 / 20.58 x 0.07) = 0.021 Btuh/sf-F 1 ,a HVAC SIZING Page 1 HVAC Project Title.......... The Weborg Residence Date........ 07/23/92 Project Address........ 4250 Keefer Road Chico Documentation Author... Marty Runnells Building Permit # Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Plan Check / Date Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS3 v3.11 File -92155B Wth-CTZ11 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Svcs. Run -1195 S.F. Res. Submittal GENERAL INFORMATION Floor Area ................. 1195 sf Volume ..................... 11993 cf Front Orientation.......... Front Facing 155 deg (SE) Sizing Location............ CHICO EXP STA Latitude ................... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range ............... 37 F Shading Used ............... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 6401 2889 Glazing Conduction ............... 11625 6489 Glazing Solar .................... n/a 11958 Infiltration ..................... 7584 2492 Internal Gain .................... n/a 1875 Ducts ............................ 2561 1265 Sensible Load .................... 28171 26968 Latent Load ...................... n/a 5398 Total Load 28171 32386 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CEC Maximum output applicable for gas central furnaces only • • • • P 4.017 TWE M ° Deluxe High Efficiency Residential Gas Water Heaters Features: • 85% recovery efficiency. • 3% standby heat loss. • Foam insulation — 21I R Value 16.67. • Heat traps — equipped with two factory installed heat traps. • Thermofint° combustion system — redesigned combus- tion chamber and specially designed flue for more effective heat utilization. • • Heavy gauge steel tank features Vitraglas© lining applied under controlled pressure and speed. • Protective magnesium anode rod firmly anchored in the hot water outlet fitting protects tank life. • Diffusing dip tube. • Factory installed nipples no dielectric fittings or unions needed. • "Snap -Lock" draft diverter. • T&P relief valve opening — on top of tank. • Solid brass drain valve. • Exclusive "Slider" combustion chamber door. • Cast iron burner with low consumption pilot. • Condensate elimination system. • Five or ten year limited warranty on parts. • Five or ten year limited warranty on heavy steel tank — heavy gauge steel automatically formed, rolled and welded to assure a continuous seam for glass lining. •MANUFACTURED UNDER ONE OR MORE OF THE FOLLOW- ING PATENTS: 4,416,222; 4,628,184; 4,669,448; 4,672,919; 4,808,356; 4,808,919; 4,904,428 AND FOREIGN PATENTS. OTHER U.S. AND FOREIGN PATENT APPLICATIONS PENDING. • COP'TfIMI�ZIR, Deluxe High Efficiency Gas Water Heaters These water heaters meet or exceed the performance standards established under ASHRAE. Standard 9OX1980 when tested according to D.O.E. test procedures. Meets C.E.C. Re- quirements; Title 24 and S.C.A.O.M.D. Meets NAECA Requirements. THE OPTIMUM COMBINATION OF FEATURES ■ 2" foam insulation (R-1667) ■ Magnesium anode rod ■ The Slider - Combustion chamber door for Basler — service access ■ The Eliminator - A better condensate management system ■ Diffusing dip tube ■ Thermolins - Inside the flue promote greater heat exchange ■ Toned Cast Iron Burner -With adjustable air shutters for optimum combustion General All gas water heaters are certified at 300 PSI test pressure and 150 PSI working pressure. All water connections are 3/4" NPT on 8" centers. All gas connections are 1/211. All models design certified by A.G.A. and peak performance rated. Energy Saver water heaters meet or exceed the performance standard established under ASHRAE Standard 9OA-1980 when testing according to D.O.E. procedures. Optimizer models recovery based on 85% efficiency and 90°F rise. For 10 year models, change suffix from 5 to 10. Dimensions and specifications subject to change without notice In accordance with our policy of continuous product Improvement. 5 or 10 Year Limited Warranty on Component Parts BRADFORD -WHITE CORPORATION has a 5 or 10 -year warranty on replaceable parts—thermostat, burner, magnesium anode rod, dip tube, drain valve. These quality components are manufactured for us by Industry leaders and will be replaced in the event of failure during the parts warranty period (exclusive of shipping • and re -installation cost.)§ 5 or 10 Year Limited Tank Warranties BRADFORD -WHITE CORPORATION LIMITED WARRANTY: Protects your investment in a quality glass -lined heater. If the tank leaks for reasons of faulty materials, workmanship, or corrosion within the warranty period, the heater will be replaced with a comparable heater of our manufacture (exclusive of shipping and re- installation cost).§ §Some states do not allow limitations on warranties. See complete copy of the warranty included with the heater. 3radfford*Mdte Wtd a Heaters Corporate Offices 24th & Ellsworth Streets Philadelphia, PA 19146 215-546-3800 Service Centers Atlanta, GA 800-438-2961 In Georgia 800-822.9795 Dallas, Tx 80D-243-1769 In Texas 800-441-0052 Mlddleville, MI 800-722-2638 In Michigan 800-722.2646 Philadelphia, PA 800-538-2020 In Pennsylvania 800-532-4020 Reno, NV 800-882-3222 Santa Fe Springs, CA (Los Angeles) 800-882-9995 Westborough, MA 800-637-5269 103-B-(rev.790)-791-G Quality Products Since 1881 Printed in U.S.A. Optimize: Foam Insulation (R Value 16.67) 85% Recovery Efficiency Natural Gas GPH LP Gas GPH A 8 C D E Rec. Rec. FI. to Fl. to FI. to Approx. Model Gal. Input 90°F. Model Gal. Input 90°F. Flue Jacket Vent T&P Gas Shpg. Number Cap. BTU Rise Number Cap. BTU Rise Conn. Diam. Size Conn. Conn. Wt. (lbs.) • M-ffi-403T5CN 38 40,000 45.8 M-ffi 403T5CX 38 40,000 45.8 601/e" 20" 3" 56r/e" 14" 149 M-ffi-503S5CN 50 40,000 45.8 M -M-503' 50 40,000 45.8 601/e" 22" 3" 567/e" 14" 178 PERFORMANCE DATA Model FTC Model FTC Combustion Standby Energy First Hour Number Label Number label Efficiency Loss Factor Dellve M-III-403T5CN $151/yr. M-III-403T5CX $206/ r. 85% 3.1% .65 71 GPH M-ffi-603S5CN $157/yr. M-ffi-503S5CX $214/ r. 85% 2.8% 62 81 GPH General All gas water heaters are certified at 300 PSI test pressure and 150 PSI working pressure. All water connections are 3/4" NPT on 8" centers. All gas connections are 1/211. All models design certified by A.G.A. and peak performance rated. Energy Saver water heaters meet or exceed the performance standard established under ASHRAE Standard 9OA-1980 when testing according to D.O.E. procedures. Optimizer models recovery based on 85% efficiency and 90°F rise. For 10 year models, change suffix from 5 to 10. Dimensions and specifications subject to change without notice In accordance with our policy of continuous product Improvement. 5 or 10 Year Limited Warranty on Component Parts BRADFORD -WHITE CORPORATION has a 5 or 10 -year warranty on replaceable parts—thermostat, burner, magnesium anode rod, dip tube, drain valve. These quality components are manufactured for us by Industry leaders and will be replaced in the event of failure during the parts warranty period (exclusive of shipping • and re -installation cost.)§ 5 or 10 Year Limited Tank Warranties BRADFORD -WHITE CORPORATION LIMITED WARRANTY: Protects your investment in a quality glass -lined heater. If the tank leaks for reasons of faulty materials, workmanship, or corrosion within the warranty period, the heater will be replaced with a comparable heater of our manufacture (exclusive of shipping and re- installation cost).§ §Some states do not allow limitations on warranties. See complete copy of the warranty included with the heater. 3radfford*Mdte Wtd a Heaters Corporate Offices 24th & Ellsworth Streets Philadelphia, PA 19146 215-546-3800 Service Centers Atlanta, GA 800-438-2961 In Georgia 800-822.9795 Dallas, Tx 80D-243-1769 In Texas 800-441-0052 Mlddleville, MI 800-722-2638 In Michigan 800-722.2646 Philadelphia, PA 800-538-2020 In Pennsylvania 800-532-4020 Reno, NV 800-882-3222 Santa Fe Springs, CA (Los Angeles) 800-882-9995 Westborough, MA 800-637-5269 103-B-(rev.790)-791-G Quality Products Since 1881 Printed in U.S.A. /! &fffftW@' ptsIG'V P� R I cq4 cps �FRiIt1E0 q GSR21Q "PULSE21TM ,SERIES GSR21 Q HORIZONTAL/DOWN- FLO GAS FURNACES Bulletin #480177 HORIZONTAL UNIT HEATERS March 1992 AND DOWN-FLO MOBILE HOME UNITS Supersedes February 1992 *91.7% to 95.3% A.F.U.E. November 1991 50,000 to 100,000 Btuh Input Add -On Cooling — 1-1/2 thru 5 Nominal Tons *Isolated Combustion System Rating for Non -Weatherized Furnaces Horizontal Attic Installation Typical Applications �- k�,, .1y ` rC {1 t DOWN-FLO PnSITlnN 911.1110- HE 11EN Horizontal Crawlspace Installation Down -Flo Mobile Home Closet Installation NOTE — Specifications, Ratings and Dimensions subject to change without notice. Suspended Horizontal Unit Heater Installation Installation ©1992 Lennox Industries Inc. OPTIONAL ACCESSORIES (Must Be Ordered Extra) Horizontal Support Frame Kit (Optional) — Kit provides support of the unit in horizontal applications. Kit consists of (2) 1" x 1-1/2" x 32-5/8" and (2)1" x 3" x 53-7/8" painted, heavy gauge cold rolled steel support channels with assembly and suspending holes. Bolts and nuts are furnished for field assembly of channels. Suspending rods must be furnished by installer. Kit is not furnished andimust be or- dered extra. See specifications table. Condensate Drain Heat Cable Kits (Optional)— Self-limiting wattage heat cable prevents condensate drain from freezing when unit is installed in unconditioned space. Kit LB-56539DA (38G80) has 100 ft. of heat cable. Kit LB-56496DA (39G01) contains 25 ft. of heat cable. Splicing Kit LB-56530DA (39G02), available for connecting cable, makes two splices. Installation Kit LB-56497CA (38G81) contains nec- essary installing hardware. Vent/Intake Air Wall Termination Kit (Optional) — Facilitates installa- tion of combustion air intake pipe and flue exhaust pipe. Kit must be ordered extra. Select one of the following: 1 — Kit LB-49107CB (15F74) contains 2 stainless steel outside seal caps, 2 galvanized steel inside seal caps, 4 seal rings forthe caps and 18 inch insulation sleeve for sealing and isolating intake and exhaust piping penetration of wall. Maintain a maximum of 6 inches between the inlet and outlet openings in the installation of the pipes. See dimension drawings. 2— Kit LB-49107CD (22G44) consists of close -couple side-by-side PVC piping with galvanized steel wall cover plate for sealing and isolating piping penetration of the wall. Piping spacing and length is sized for proper wall installations. A.G.A. certified. See dimension drawings. t,oncenrnc venrlrnrarte Air rtoorlvvan rermrnarion wr fuprionaU — Facilitates installation of combustion -air intake pipe and flue exhaust Veni/Intake Air Roof Termination Kit(Optional)— Facilitatesinstalla pipe. Kit LB-49107CE (601377) contains concentric termination assem- tion of combustion air intake pipe and flue exhaust pipe. Kit contains bly, mounting clamp, roof flashing, reducer bushing and 45 degree el- two neoprene rubber roof flashings and 18 inch insulation sleeve for bow. Kit requires single hole penetration of roof orwall for installation. sealing and isolating intake and exhaust piping penetration in roof. Kit is A.G.A. certified and must be ordered extra for field installation. Kit LB-49107CC (15F75) must be ordered extra for field installation. See dimension drawings. See dimension drawings. SPECIFICATIONS Model No. GSR21Q3-50 GSR21Q4-50 GSR21Q3-80 GSR21Q4/5-80 GSR21124/5-100 Input Btuh 50,000 50,000 80,000 80,000 100,000 Output Btuh 47,000 47,000 71,000 72,000 92,000 *A.F.U.E. 94.8% 95.3% 91.7% 94.1% 92.0% California Seasonal Efficiency 89.7% 90.1% 87.6% 88.6% 87.3% Temperature rise range (°F) 30-60 25-55 40-70 30-60 45-75 High static certified by A.G.A. (in wg.) .50 .50 .50 .50 .50 Gas Piping Size I.P.S. (in.) Natural 1/2 1/2 1/2 1/2 1/2 •LPG 1/2 1/2 1/2 1/2 1/2 Vent/Intake air pipe size connection (in.) 2 2 2 2 2 Condensate drain connection (in.) SDR 11 1/2 1/2 1/2 1/2 1/2 Blower wheel nominal diameter x width (in.) 10 x 8 10 x 10 10 x 10 12 x 12 12 x 12 Blower motor hp 1/3 1/2 1/3 3/4 3/4 Number and size of filters (in.) (1) 20 x 25 x 1 Tons of cooling that can be added 1-1/2-3 3-1/2-4 2-3 3-1/2-5 3-1/2-5 Shipping weight (lbs.) 311 316 317 329 335 Number of packages in shipment 1 1 1 1 1 Electrical characteristics . 120 volts — 60 hertz — 1 phase (less than 12 amps) All models LPG kit (optional) **Furnished •LB-83176CM (731460) Optional Horizontal Support Frame Kit— Ship. Weight LB-56495CA (39G05) (All Models) — 18 lbs. Optional Down -Flo Additive Base — Shipping Weight LB-80639BB (68387) (All Models) — 6 lbs. •LF 6 kit must be ordered extra for field changeover. *Annual Fuel Utilization Efficiency based on D.O.E. test procedures and according to F.T.C. labeling regulations. Isolated combustion system rating for non -weatherized furnaces. **LPG orifice furnished as standard with unit for field changeover. Convertible gas valve requires simple adjustment without adding any parts. See installation instructions. A.G.A. INSTALLATION CLEARANCES DOWN-FLO HORIZONTAL Sides finch Rear 1 inch Top 1 inch Front 6inches *Floor *Combustible Flue Pipe 0 inches Clearance for installation on combustible floor if optional additive base is installed between furnace and combustible floor. Not required in add-on cooling coil applications if installed in accordance with local codes or National Fuel Gas Code ANSI -Z223.1. Ends 3inches Rear 3inches *Top *3inches Front 6 inches Floor Combustible Flue Pipe 0 inches —4— Line contact installation permissible between jacket top or sides and building joists. ENGINEERING DATA HP22 DIMENSIONT.M. SERIES HEAT PUMPS L�L51�,1 HEAT PUMP OUTDOOR UNITS MATCHED REMOTE *24,000 to 42,000 Btuh Cooling Capacity SYSTEMS *23,800 to 42,000 Btuh Heating Capacity Page 23 'ARI Standard 240 and DOE Certified Ratings May:1989 CWW CAWN -KS ONLY 1 WNEN ONEN MIN LISTIO C—[. us . I. P ONLY COMIONEN IS 1151i51f0 MIEN USED M1N UwNFN MlN gni CUMVUNFNIISI[p 1 1 Ml. A. Typical Application NOTE Specifications;, Ratings and Dimensions subject to change without notice. Application — Energy efficient HP22 outdoor units have SEER's of up to 13.60 with a cooling capacity range of 14,000 to 42,000 Btuh and COP ratings of up to 3.68 with heating capacities of 23,800 to 42,000 Btuh. The units are designed for applications with remotely located indoor blower - coil units or indoor add-on coils in Fuelmaster+T.M. installations. The outdoor units are equally suited for installation on a slab at grade level or on a rooftop. A variety of matching up-flo, down-flo and horizontal blower powered indoor units, with optional supplemental electric heat, provide selective sizing and installation versatility. For Fuelmaster+ applications and complete data on indoor units see individual bulletins indexed in this tab section. Outdoor units are test operated at the factory to insure proper operation and shipped ready for installation. Installer has only to locate unit and make refrigerant line and electrical connections. Approvals — Units have been tested with matching indoor units in the Lennox Research Laboratory and rated according to U.S. Department of Energy (DOE) test procedures and in accordance with ARI Standard 240-81. In addition, units are U.L. Listed and have been sound rated in the Lennox reverberant sound test room in accordance with ARI Standard 270-84. Units and components within are bonded for grounding to meet safety standards for servicing required by U.L. and N.E.C. Copeland"Compliant ScroIIT*M* Corepressor — High efficiency com- pressor features durability, steady uniform suction flow, constant discharge flow, high volumetric efficiency, quiet operation and the ability to start under any system load. Use of the scroll compressor eliminates the need for accumulator, crankcase heater, start capacitor and start relay. The compliant scroll type compressor is a simple compression concept design consisting of two involute spiral scrolls matched together to generate a series of crescent-shaped gas pockets between them. During compres- sion, one scroll is stationary while the other is allowed to orbit, not rotate, around the fixed one. As this motion � t�'M_J A� occurs, gas is drawn into the outer pocket sealing off the open passage. As -� the spiral movement continues, the pockets between the scrolls are slowly �1t pushed to the center of the scrolls while simultaneously being reduced in vol- ume. When the pocket reaches the center, the gas is now at high pressure �s 300 and is forced out of a port located in �E the center of the fixed scroll. During compression, several pockets are being compressed simultaneously resulting in a smooth, nearly continuous compres- sion cycle. Continuous flank contact, maintained by centrifugal force, mini- mizes gas leakage and maximizes effi- ciency. The scroll compressor is tolerant to the effects of liquid slugging and contaminants. Should this occur, the scrolls separate and allow the liquid or contaminants to be worked to the center and discharged. Low gas pulses during compression minimize operational sound level. Factory installed muffler in discharge line, external to the compressor, provides additional sound reduction. Motor is internally protected from excessive current and temperature. Discharge temperature thermostat protects com- pressor from high discharge temperature. Compressor is installed in the unit on resilient rubber mounts, assuring vibration free operation. ARI RATINGS *Sound Rating Number in accordance with ARI Standard 270. tRated in accordance with ARI 240 and DOE; with 25 ft. of connecting refrigerant lines. Cooling Ratings - 95°F outdoor air temperature and 80°F db/67°F wb entering indoor coil air. High Temperature Heating Ratings - 47°F db/43°F wb outdoor air temperature and 70°F db entering indoor coil air. Low Temperature Heating Ratings - 17°F db/15°F wb outdoor air temperature and 70°F db entering indoor coil air. 'Heating Seasonal Performance Factor. *Must be ordered extra for field installation. SPECIFICATIONS Model No. HP22-261 HP22-311 HP22-411 tARI Standard 240 Ratings 11.83 15.94 15.94 18.22 Inner coil 8.57 15.34 15.34 Outdoor Coil Tube diameter (in.) 3/8 3/8 3/8 3/8 No. of rows Total 2 2 Total Fins per inch 18 irCheck Unit 18 High Low 20 24 24 ! 24 No. of blades 4 3 3 3 Outdoor Motor hp 1/6 1/6 Total 1 /6 Fan Unit 2300 High Unit Low and Model No. Cool. Temp. Temp. SEER EER 210 210 200 Refrigerant -22 (charge furnished) 8 lbs. 1 oz. Indoor 10 lbs. 14 oz. 12 lbs. 8 oz. Liquid line connection (sweat) 1 3/8 3/8 Unit 3/8 Vapor line connection (sweat) High 3/4 Temp. Low Temp. 178 Expansion *ARI Std. Cap. Htg. Htg. 1 lBtuh/ (Btuh/ HSPF Unit Cooling Temp. Htg. Temp. Htg. Valve 270 SRN IBtuh) Cap. Cap. Watt) Watt) Watts Htg. C.O.P. Htg. C.O.P. Kit (bels) (Btuh) (Btuh) Watts Watts 24,000 23,800 14,600 2216 12.25 10.85 2181 7.45 3.20 1949 2.20 CB18-31, CBS18-31 H P22-261 24,400 24,000 14,600 2093 13.25 11.65 1968 8.20 3.56 1767 2.42 C619-26, CBH19-26 LB-34792BE (7.2) 24,800 24,000 14,600 2086 13.60 11.95 1910 8.40 3.68 1731 2.46 C B 19-31, C B H 19-31 29,800 31,000 19,500 2627 12.65 11.35 2765 8.10 3.28 2394 2.38 C818-41, CBS 18-41 HP22-311 30,800 31,000 19,500 2580 13.30 11.95 2578 8.55 3.54 2277 2.50 C1319-41, CBH19-41 LB-34792BG (7.2) 31,000 31,200 19,500 2584 13.40 12.00 2557 8.65 3.58 2267 2.52 C B.19-31, C B H 19-31 34,400 36,200 22,600 3230 12.15 10.65 3278 7.95 3.24 2866 2.32 C B 18-41, CBS 18-41 35,000 36,200 22,400 3139 12.75 11.15 3057 8.40 3.48 2699 2.44 C B 19-31, C B H 19-31 H P22 -411j 35,400 36,600 23,000 3297 12.10 10.70 3228 8.05 3.34 2877 2.34 C818-51, CBS18-51 LB-34792BG (7 2)- 35,600 36,400 22,600 3174 12.80 11.20 3032 8.50 3.52 2706 2.44 C B 19-41, C B H 19-41 36,200 36,600 22,800 3227 12.70 11.25 3042 8.45 3.54 2737 2.44 CB19-51, CBH19-51 H P22-461 40,500 42,000 27,000 3829 12.05 10.65 3702 8.10 3.32 3217 2.46 C1318-51, CBS 18-51 (7 2) LB-34792BG 42,000 42,000 26,8003736 12.80 11.25 3472 8.50 3.56 3056 2.56 C819.51, CBH19-51 *Sound Rating Number in accordance with ARI Standard 270. tRated in accordance with ARI 240 and DOE; with 25 ft. of connecting refrigerant lines. Cooling Ratings - 95°F outdoor air temperature and 80°F db/67°F wb entering indoor coil air. High Temperature Heating Ratings - 47°F db/43°F wb outdoor air temperature and 70°F db entering indoor coil air. Low Temperature Heating Ratings - 17°F db/15°F wb outdoor air temperature and 70°F db entering indoor coil air. 'Heating Seasonal Performance Factor. *Must be ordered extra for field installation. SPECIFICATIONS Model No. HP22-261 HP22-311 HP22-411 HP22-461 Outdoor Net face area (sq. ft.) Outer coil 11.83 15.94 15.94 18.22 Inner coil 8.57 15.34 15.34 17.53 Coil Tube diameter (in.) 3/8 3/8 3/8 3/8 No. of rows 1.75 2 2 2 Fins per inch 18 18 18 18 Diameter (in.) 20 24 24 ! 24 No. of blades 4 3 3 3 Outdoor Motor hp 1/6 1/6 1/6, 1 /6 Fan Cfm 2300 3350 3350 3400 Rpm 840 820 820 820 Watts 185 210 210 200 Refrigerant -22 (charge furnished) 8 lbs. 1 oz. 10 lbs. 10 oz. 10 lbs. 14 oz. 12 lbs. 8 oz. Liquid line connection (sweat) 1 3/8 3/8 3/8 3/8 Vapor line connection (sweat) 5/8 3/4 3/4 1 7/8 Shipping weight (Ibs.) 178 230 235 245 Number of packages 1 1 j1 1 1 -24a- D FIELD WIRING r------ --'I r -------n r'.-----.-� g G�,..-.-'-----,_'� LENNOX I -DISCONNECT; IDISCONNECTI r LENNOX` j THERMOSTAT) i SWITCH '"�� '.''SWITCH'' OP.TIONAL (Optional) I (BY OTHERS) j (BY OTHERS) I i ':AUXILIARY,; L -(O -l) `BY ---� `-------� ELECTRIC: I ..HEATER UNIT r r--7 `-- -' ----J OPTIONAL OUTDOOR ;r '.. iTHERM OSTATI OUTDOOR UNIT IDISCONNECT.I` ''-SWITCH` r lBY OTHERS) LENNOX INDOOR UNIT A - Two wire power (see Electrical Table) B - Two or Three wire power (size to heater capacity) i C - Two wire power (size to indoor coil blower motor) D - Two wire low voltage (18 ga. minimum) E - Eight wire low voltage (18 ga. minimum) with Electric Heat - Ten wire low voltage with Optional Outdoor Thermostat F - Four wire low voltage (18 ga. minimum) G - Three wire low voltage (18 ga. minimum) Field wiring not furnished NOTE - All wiring to conform to NEC and local electrical codes. Ink 208/230v 60hz/1ph 20.0 .97 107.0 1.1 2.0 40 26.1 0 ELECTRICAL DATA Model Number HP22-261 HP22-311 HP22-411 208/230v 208/230v 208/230v Line voltage data 60hz/1ph 60hz/1ph 60hz/1ph Rated load amps 11.6 13.5 18.0 Compressor Power factor 96 .96 .96 Locked rotor amps 62.5 76.0 90.5 Outdoor Coil Full load amps 1.1 1.1 1.1 Fan Motor Locked rotor amps 2.0 2.0 2.0 Recommended maximum fuse or 25 30 35 circuit breaker size (amps) "Minimum circuit ampacity 15.6 18.0 23.6 'Refer to National Electrical Code manual to determine wire, fuse and disconnect size requirements. NOTE - Extremes of operating range are plus 10% and minus 5% of line voltage. D FIELD WIRING r------ --'I r -------n r'.-----.-� g G�,..-.-'-----,_'� LENNOX I -DISCONNECT; IDISCONNECTI r LENNOX` j THERMOSTAT) i SWITCH '"�� '.''SWITCH'' OP.TIONAL (Optional) I (BY OTHERS) j (BY OTHERS) I i ':AUXILIARY,; L -(O -l) `BY ---� `-------� ELECTRIC: I ..HEATER UNIT r r--7 `-- -' ----J OPTIONAL OUTDOOR ;r '.. iTHERM OSTATI OUTDOOR UNIT IDISCONNECT.I` ''-SWITCH` r lBY OTHERS) LENNOX INDOOR UNIT A - Two wire power (see Electrical Table) B - Two or Three wire power (size to heater capacity) i C - Two wire power (size to indoor coil blower motor) D - Two wire low voltage (18 ga. minimum) E - Eight wire low voltage (18 ga. minimum) with Electric Heat - Ten wire low voltage with Optional Outdoor Thermostat F - Four wire low voltage (18 ga. minimum) G - Three wire low voltage (18 ga. minimum) Field wiring not furnished NOTE - All wiring to conform to NEC and local electrical codes. Ink 208/230v 60hz/1ph 20.0 .97 107.0 1.1 2.0 40 26.1 0 ..REFRIGERANT LINE KITS Outdoor Unit Model No. Line Set Length of Model No. Lines (ft.) r Vapor Line (o.d. in.) ..REFRIGERANT LINE KITS Outdoor Unit Model No. Line Set Length of Model No. Lines (ft.) Liquid Line (o.d. in.) Vapor Line (o.d. in.) FIP22-261 L10-26-20 20 3/8 5/8 L10-26-25 25 L10-26-35 35 L10-26-50 50 H P22-311 H P22-411 L10-41-20 20 3/8 3/4 L10-41-30 30 1-10-41-40 40 L10-41-50 50 H P22-461 L10-65-30 30 3/8 7/8 L10-65-40 40 L10-65-50 50 NOTE - Refrigerant lines must not exceed 50 ft. in any installation. INSTALLATION CLEARANCES (inches) *36 \\ -6- •36 NOTE -48" clearance required on top of unit. 'NOTE - One side of coil may be 12 inches. DIMENSIONS (inches) Model No. A B C D E F G H H P22-261 27-7/8 25-7/8 29-7/8 12-7/8 22-7/16 14-7/16 22-1/8 1-7/8 H P22-311, H P22-411 h 30-7/8 32-1/8 34-1/16 15 26-5/8 18-5/8 28-1/8 2 H P22-461 34-7/8 32-1/8 34-1/16 16 26-5/8 1 18-5/8 1 28-1/8 1 2 B LENNOX A G H FRONT VIEW t.. I L COMPRE INLET AIR INLET a AIR r Q COIL DRAIN OUTLETS INLET AIR (Around perimeter of base) TOP VIEW C IBM ELECTRICAL DISCHARGE AIR INLETS VAPOR LINE INLET I 4 LIQUID LINE INLET 2-3/4 4 �+--- F 1-3/8 SIDE VIEW 6-1/16 —24c— ADMINISTRATIVE PERMIT BUTTE COUNTY PLANNING DEPARTMENT August 12, 1992 92-02 PERMIT NO. AP 047-W-014 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Paul Bushard is hereby granted an Administrative Permit in accordance with application filed: June 19, 1992 to allow a permanent dwelling no larger than 1200 square feet for one or two person over 62 years old on property zoned SR -1 located at 4250 Keefer Road, Chico. 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Section 24-62. 2. Unless otherwise provided for in a condition to an Administrative Permit, all conditions must be completed by the permittee within 12 months of the delivery of the countersigned permit to the permittee. 3. If any use for which an Administrative Permit has been granted is not established within one year of the date of receipt of the countersigned permit by the permittee, the permit shall be come null and void and reapplication shall be required to establish the use. 4. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. SPECIAL CONDITIONS: 1. The lot or parcel on which the senior citizen dwelling unit is proposed contains an existing single-family dwelling unit. 2. The "living area", meaning the interior habitable floor space area including basements and attics, but not including a garage or any accessory structure, shall not exceed 1,200 square feet. 3. The senior citizen dwelling unit shall be for the sole occupancy of one (1) adult 62 years of age or over or two (2) adult persons, one of whom is 62 years of age or over. An affidavit of compliance with the age requirements of this section shall be recorded in the Eatte County LAND OE NATURAL W E A L T H AND BEAUTY - ; Department of Development Services PLANNING DEPARTMENT 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7601 COUNTY D O BUTTE NG DEPT August 12, 1992 1992 Paul Bushard 4250 Keefer Road Chico, CA 95926 Re: Administrative Permit, AP 04S 014 Dear Mr. Bushard: Enclosed is your validated Administrative Permit No. 92-02 to allow a permanent dwelling no larger than 1,200 square feet for one or two persons over 62 years old on property zoned SR -1 located at 4250 Keefer Road, Chico. Every Administrative Permit expires and is automatically null and void without further action by the County if the Activity or use for which the Administrative Permit was granted has not been actively and substantially commenced within one year of the date of its final approval. Should you have any questions regarding this matter, please contact this office between 10:00 a.m. and 3:00 p.m. Sincerely, B. A. Kircher Pa.c irector of Planning c_ J. 44�� Paula S. Leasure Assistant Planning Director BAK:PSL:lr Enc. cc: Land Development ivision Building Division Environmental Health Department of Forestry TE COUNTY PLANNING COMMIaON 7'County Center Drive Oroville, CA 95965-3397 (916) 538-7601 TO: �� � �Q Q ,, DATE: 6-24-92 1 RE: PROJECT REVIEW & ENVIRONMENTAL EVALUATION Paul J. Bushard Administrative AP047-460-014 Enclosed is preliminary data our office has received or generated concerning the following project: Administrative Permit to allow a permanent dwelling lrger than 1200 sq. ft. for one or two persons over 62 yrs. Located on the N side of Keefer Road approx. 2700 ft. E of Hwy 99 at 4250 Keefer Road, Chico, identified as AP 047-6"-014.. We are making an assessment of possible environmental impacts and will be preparing an environmental document, either a Negative Declaration, Negative Declaration with Mitigation Measures or an Environmental Impact Report (EIR). Please provide any factual statements, ideas for investigation, or opinions you can offer in your area of concern or expertise that relate to either physical, social,,or economic impacts that this project may generate. Please respond within 14 days of the above -noted date. If no response is generated by this inquiry, then it shall be assumed that there are no significant environmental impacts which are potential from the project. We appreciate any assistance you can provide. Sincerely, Larry Pa' er Planning Technician Comments • 7 Does your agency wish to receive a copy of the environmental document (initial study for Negative Declaration (with or without Mitigation Measures) or EIR for this project). Yes o BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVIi1iE,`CALIFORNIA 95965 — TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT ERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO._ _ O -160 ZONING I OWNER U O L S I ^ PHONE NO. <3 �os OWNER'S QBES.&- LOCATION OF BUILDING A KO ' Zw7— e) /7vvs 4P11-11t6)( USE OF BUILDING SIZE OF STRUCTURE� _ �_s2� X SQ. FT. TYPE OF CONSTRUC N: WOOD FRAME STEEL CONNCCRCEETE��I OTHER (Specify)F I TYPE OF22 RC- ESTIM7TE,p`COST F-eQNSTRUCTION AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: FRONT '._ SIDES —<—t REAR S'—'r AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above el a ion 7 USGS Datum. 9 I declare under penalty of perjury that the building will be used as stated above and the purposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the r uirements in effect at that time and before occupancy. Date b ' Signature of Owner Permit Fee — $50.00 The above described AG Building is exempt from a buildinq permit. Receipt No. FL PARC P. ROOF G I ISSU F7 Manager Building Division By Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant fib' y .. e � `r �... r•. ry.`..:7�: r.r �..-� . 'COUNTY OF BUTTE - DEPARTMENTL9F PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 / PERMIT APPLICATIOWD 1�1 SHEET OWNER o. Proposed Building Use Building Inspect Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1• All items have -been submitted. ........................................ 2. Plot plans, 3/4 se -s' by preparer of plans . .......................... 3.. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............ . 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... _ 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of$ ................................. 11. Impact fees as shown on attached schedule . .............................. 12. California Depart-nent of Forestry plan approval/fees. ...... . + 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and phot plan approval Health Department . ............. 15. City of Chico plumbing permit. ....... . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. t 17. Planning approval for (A) Use: (B) Parking: ....... �18� Contact Land Development about (A) Improvements (B) Drainage. ...... . ' 19. Driveway permit ;construction approval required prior to occupancy). .. .. Pre -Inspection request 1 20. Pre -inspection for required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. . 22. Certificate of W6rkmans Compensation Insurance .........................' . . 23. Owner -Builder Verification (Given to owner , Mail to owner )....... .... . 24. Recorded copy cf Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization. ...... ' .................................. 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent of building use . ......................................... ` 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements cgmpleted and (B) Parcel meets zoning area and frontage requirements . ............... . 31. Existing violatiors/expired permits . ....................................... 32. Plan check list . .................................................... •34. When you issue the permit, process as follows: r Mail to owner. Mail to contractor. Telephone and hold for pickup at / office. Deliver with inspector. Other / Parcel'Creation Acreage Applican Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Healtf•" Dept. Fire Dept. Other Date ` By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works a /o; ern lC� Web()Y keeper �cl , (A 7SgM6 92--0383831' Rec Fee I Cash Recorded I Official Records I County of 1 Butte I Candace J. Grubbs I Recorder I 11:24am 26 -Aug -92 I PUBL XX APriu,Avii BUTTE COUNTY CODE SECTION 24-202 SENIOR CITIZEN RESIDENCE 8.00 8.00 ' 2 Name of Occupant i LC.2ti t cx Phone Property Address LIZ 5-0 k{ e-iPt RA C_�A i o Property Description Attached as Exhibit "A" Property Owner Owner's Address Use Permit Number ._q�0-O Building Permit Number A l C)t{• q— Ll 6 0 -- n 1' I, 0.Yy ` y • u S h0� r _, do declare, subject to the. penaltyof perjury,(Property Owner) that the Senior Citizen Residence is occupied by one (1) adult sixty-two (62) years of age or over or two (2) adults, one of whom is sixty-two (62) years of age or over. Signed , Q L L�ial tick Dated State of California �ssa�sNaRa�a�w���aaws��aNA� County of ITca� ��-��-92 before me, �ic�.c��F�lP,tP/.ri a ® RICHARD FEUERSTE!N _ 11 =�i•.*.:`�'•; NOiARYPUBUGCALIFORNIA i personnall a eared , ea :_ Butte county ® in MycommfssbnExpiresFeb. 16,1993 O <� personally known to me (or proved to me on the basis of satisfactory �}as®mv�■®e®�aee�we0o��s��e� evidence) to be the person(s) whose names(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s), acted, executed the instrument. - WITNESS my hand and official seal. Notary Public Lt 9 'x. "All that real property situate in the County of Butte, State of California, ae follows: PA/ _Q_D described A Rortion of Parcel 5 of the Keefer Ranch, according to the official Map thereof, which Map was filed in the office of the Recorder of the County of Butte, State of California, on February 24, 1912,in Map Book 7, at page 21, and more particularly described as follows: Parcel Three, as shown on that certain Parcel Map recorded in the office of the Recorder of the County of Butte, State of California, on June 20, 1975,: in Book 52 of Parcel Maps at-ge 92. Date:. ;;Y 7 PROAERTY OWNERS s ...... �r.'i�J+.+5idi1a6L'Y.d1y41,+J�.•/4,�K[.:.. „a,...l , .•.� e._ .�, 1 .. Notary Public office of the Recorder prior to issuance of building permits. Said affidavit shall include the legal description of the lot or parcel and shall constitute a covenant running with the land, binding upon the original owners and their heirs, successors and assigns, limiting the occupancy of the senior citizen dwelling unit to the conditions described in this section. 4. The senior citizen dwelling unit shall not be sold as a separate unit unless a parcel containing the unit is created in compliance with the existing zoning and subdivision ordinances and the resulting density is in conformance with the General Plan. . 5 Two off-street parking spaces shall be provided for the senior citizen dwelling unit in addition to the parking spaces required for the primary dwelling unit. 6. Meet the conditions of the Environmental Health Department in regard to adequate sewer and water capacity prior to issuing the building permit. 7. All site development standards as required by the zoning district in which the unit is located shall be met. 8. The Senior Citizen Dwelling unit shall be a conventionally constructed building or a mobile home that complies with the National Manufactured Housing Construction and Safety Standards Act of 1974, except that in the "A', "FR", and "TM" series of zones a mobile home, as defined in Section 24-21.28, may be used. Travel trailers and recreational vehicles shall not be allowed as a Senior Citizen Dwelling unit. 9. The approval of this permit constitutes approval only to the extent that the project complies with the Butte County Code and all other applicable regulations. 10. .Any proposed grading which will create cuts or fills in excess of 18" for roads, driveways, building sites, drainage ways or ditches on parcels shall be shown on the map included with the application and shall be reviewed and approved by the Department of Public Works. 11. The requirements of all concerned governmental agencies having jurisdiction by law, including but not limited to the issuance of appropriate permits, shall be met. NOTE: Issuance of this Administrative Permit does not waive requirement of obtaining Building and Health Department permits before starting construction, nor does it waive any other requirements. Butte County Assistant Planning Director CC: Land Development Division Building Division Health Department Department of Forestry i "A- N � � M L -x`PYi �► , �. i 44+l c.o e-A 01 Jg44, 'i , \ , . ...._\/�\� ) ! } ! / � / , | � kms¥ 7 � ' � � \ } . ! . � S§ ��t � i {� � : ! { ! '•` ` � /`�� � • ` ' �a | �` � � / ! • [ , , , /�� f � [ � ' � � � / f f | �. � � � � ! � � � . � � � �� � � � : , ! � � ' - � � � \ / «� a » ! ! � �� .: �� � � � .. ` � � � � � } . � �\ { ( � �./.�. 2 . ��__� G P P s A 649 -L -A-3 -�J �_� ��u .:G�S_�_5�;i h� A) 6�j r 4D L CI}/ /-L14�Wd 4.j - ii 4 �{ "� _ �' i f� f y is 1' ._��____—___.__ - -_— .—-,—.��_----.��_.._��-----_.�..__ _ _— __._—_� _m �'. �Y t �.!"' �y �, _.�.____._.a._-____. ... ___..� .._ s_ _- -- _ - �• �___...-.-----•-�.. _ _- -- - --.�_.-_..._...._. __ _. � -._ _..____ �_. �-f-�--- - �! ..__���__�_�_��_.._..____ _._ ___.--�,�.�._._.-� — _ - - �' t �1. — Mi i; . - 9; . ._ �� { �� �r-- ._ _ _ �----------- -_..��,___� __�_-___-�s_a..__,�__-_._,. �_ _ _... ----�.,.�� __ _.o..T ;� r �, ��. � �f �:: _ �.__ �.�__.r.._---------r- - --- ----.�._a_ ..�. ._a.,_________..._� ..__ I i �, �Y t �.!"' �y �, _.�.____._.a._-____. ... ___..� .._ s_ _- -- _ - �• �___...-.-----•-�.. _ _- -- - --.�_.-_..._...._. __ _. � -._ _..____ �_. �-f-�--- - COUNTY OF BUTTE 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 OWN =-R PERMIT NO. A -outine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when orrection of work is completed. If you have any question pertaining to this ma: r, or need additional explanation, please contact this office immediately. P/ / Pr P -1p y�-� Z� t Ii 1(15z'e'V64 bpi L � �•'�, � i ti f�� 4v -v --,' Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS, 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive,-OroviIle — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE -76/ -' ' 7 /NER PERMIT N( A routire inspection indicates that the following violations of County Ordinance exist a``, the above address and should be corrected. Please notify this office when -rrection of work is completed. If you have any question pertaining to this matt or need additional explanation, please contact this office immediately. S�- Inspector 4 COUNTY OF BUTTE `f DEPARTMENT OF PUBLIC WORKS, ' 196 Memorial,Way, Chico — Phone: 891-2751• 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE �1251, OWN =R PERMIT 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 immediatelv. I Inspector % N Y/! Date -�bl 7 a° COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751• 7 County Center Drive, Oroville — 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 rater, or need additionalexplanation, please contact this office immediately. .., i n , 11> V �---� l�C`i'f✓PL r Inspec-or_ AT-- Date 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 3c l - � 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 mater or need additional explanation, please contact this office immediately. Y S�Z_ � WOR Inspector i Date 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 PERMIT NO. A routin inspection indicates that the following violations of County Ordinance exista the above address and should be corrected. Please notify this office when orrection of work is completed. If you have any question pertaining to this matte , or need additional explanation, please contact this office immediately. a _A�__ Inspector—/ y Date 21 G�ZC -Cage- ° �• 361-87B P PERMIT NO. Z PERMIT EXPIRES y I OWNER PAUL & CAROL BUSHARD CONTR. Mike Hart I is ASSESSOR PARCEL 47-46-14 i LOCATION 4250 Keefer Rd, Chico _ GCS OFFICE COPY -- ` � I Address, j GAS Meter By _77Date ELECTRIC Meter By Date I �. Temp. Power Pole Called PG&E Temp. Elec. Service Called PC Temp. Gas Sei Cal led PG JOB FINALE[ Signature J = OK 0 = Not OK — = Not Applicable * = Not Ready MOBILEHOMES MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements—Setbacks—Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except a's 1, Zoning Requirements—Setbacks—Easements 2. Soils; Special MH Support—Sketch 3t Footings; Size—Depth—Spacing—Connectors 3. Sewer; Location—Test—Fall-C/0—Concrete _ 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails 4. Water; Location—Test—Easement Needed (Sketch) 4. Wood Awn.; Posts— Beams—Rftrs.—Connec.—Shthg.—Rfg.—Bracing_ 5. Electricity; Location—Clearances—Grnd.—/ / Amp—Concrete 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures 6. Gas; Location—Test—Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows—Doors 7. Utility Clearance _ 7. Elea Card -BI Card -BI Date Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements—Setbacks—Easements Card -BI Card -BI Date Date Card -BI Date Date Card -BI Date POOLS (Plans) OK except #'s 1, Setbacks—Easements 2. Footings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability 3. Gas; MH Test—Demand—Valve—Connector 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining 4. Electricity; MH Test—Crossovers—Breakers—Clearances 4, Elec.; Receptacles and Lighting; Distances—GFI 5. Drain; MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI 6. Water; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7. Water and Sewer Connected—C/0 to Grade—HD Approval 7. Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater B. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip,.`�Pool Lghtg. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit 9. Health Department Approval 9. Exits; Insp.—Sketch 10. Cert. of Occupancy 10. Plumb; Cir. Test—Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date I V OK ' 0. = Not OK - = Not Applicable RESIDENTIAL (Single and Duplex) = Not Ready Date UNDERFLOOR (Plans) OK except#'s _ ning requirements -Setbacks -Easements Ftg., Main; Soils-Steel-Ekc• d.- 1A /" Ftg. Dept Fig., Garage; Soils -Steel- % /" Fig. Depth = lGastg., Porches & Decks; Soils-Steel-Ftg. Depth emwalls, Main; Steel-Blockouts-Wrapped-Slab emwalls, Garage; Steel-Blockouts-Wrapped-Slab ers�_Ireplaee>6-tg.-SleeI .W.V. F�a ing k162 way C/0 -Sewer Test Pipe; Size -Anchors V. Water Pipe: Test -Anchors -Regulator- ervice est 11. Electric; Underground lb/Plenums &_Ducts; Clearance -Mat tat -Support -Ins. - — (F)Girders--S—ills-Anchor Bolt -Vents-Cripples Card -BI Date_ Card -BI ^ Date Card -BI Date Card -BI Date Date PLUMBING (Permit) OK except #'s r Water Ht.: Vent -Access -Combustion Air 1V3/, Water Pip Test & Anchors -Nail Protection 18 W*su Vest-Fttngs & Anchors -Nail Protection Pane est, First Floor -Tub Access 1B• Tb & Shower, 2nd Floor -Tub Access 1g. Gas Pipe: Size & Anchors Gard -BI s>C Date GI g' Card_BI Date Card -BI Date Card -BI Date Date ELECTRICAL Permit OK except #'s Fixture & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors -Stapled _ �yRomex Installed Close to Edge of Studs & C.J. 2k/ Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 262 Appliance Circuits in Kitchen & Conductor Size A/Sutifeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At Range Circ. / / ga. Cu or -Al- Oven Circ. / / ga. Cu or Al, Insulated Neutral Yes ;No 2`�/ Service -Riser Conductors & Ground -Main Disconnect - 2' Equip. Clearances: PaneIs-Motors-Mech. Equip. Clothes Closet Light -Shower Light -_— Caro B -I "$Z-Qate 4b/5f6) Card -Bi Date -- Card B -t Date Card -BI Date Date M HANICAL (Permit) OK except #'s V/ A.C. Ducts. insulation & Support Vent Fan: Exhaust above Insulation _ 331.1�'Condensaie Drain & Overflow; Size _& Grade 34141 -Furnace -Vent: Acces -Comb. Air -Return Air Vent -115V outlet ccess & Platform if Furnace in Attic Card -BI SkDate? Card -BI Date - Card -BI Date I Card -BI Date Date FRAMING(Plans) OK except #'s 3-1V Sills, Proper Material &Anchors 3 Walls: Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing 3 Draft Stop in Walls (rat proof) Fire Stops. Furred Ceilings -Stairs_ -Chases -Tub _ 61 Header & Beam -Size & Bearing 44. Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof Brac.- russ hthnp.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat �j Attic Access: Size & Romex Protection -Draft Stop- s. Baffles r Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 4i/. Garage Fire Protection Framing JI-- - (NOTE Anentry must be made each time you visit job site) ;rty Line Firewall & ( Doors -One 3'- heck 7;t t 1—Headroom-R ood on Roof Overhang Card -BI Date Card -BI Date Card -BI Date Date enings arage-3rd story, 2 exits e -Run -Landing -Fire Protection _ Attic Vents -Rafter Outriaaers Jailing -Veneer Rib-04p-Screed-Fdn. Vents-Underflr. Access__ Area -Glass Protection -Skylights -Plastic ills;; Nailing -Bolts / Card -BI Date Card -BI Date Card -BI Date L (Plans) OK except #'s ext. Steps -Door & Sidelight Protect ion- Land i ;Toke Detector 5�Furnace; Vents-Glearance-Comb. Air -Connector- - �n Garage; Above Floor-Ducts-Mech. Protection II W. Bedroom Exiting II 69/ .F.I. & Bath Fixtures & Tub Access ec. Trim & Subpanel; Breaker Sizes -Labels stairs & Rails 11 6E/ Fireplace or Stove; Clearances =Hearth II 61/Elec. Outlets at Wood Panel; Int. & Ext. Vit,, Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance ec. Outlets & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closer A.C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- n Garage; Above Floor-Mech. Protection PA., Elec. & Mech. Equip. Listed for Location lec. Receptacles in Garage; (G.F.I.-Romex Protec. Ks U: lat ion- Foam- Looked in Attic E] Yes Guard Rails & Deck Construction -Post Caps Fdn. Vents & Crawl !-tole Door -Drainage & Wood -Earth Clearance Cooked under Floor ❑ Yes Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No; Planters ❑Yes ❑No tucco; Brown -Finish A. . Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet nts Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. (Nater Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle -Underground Ventilation throughout House Glass Protection _ 5orrections from Previous Inspections _ Gas -est-Meters Tagged; Gas -Electric Wpdr & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates rd -BI Date Card -BI Date rd -BI Date Card -BI Date rd -BI Date Card -BI Date Com: rents at Final: , _ _ Owners Mike Hart Construction/ Bus.hard Res. Permit No. ENEItGY CERTIFICATION Keefer Rd.. Chico LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF . Material Brand Name Thickness(inches) Thermal Resistance (R Value) EXTERIOR WALL Material Fiberglass Thickness(inches) 6" CEILING Brand Name Certainteed Thennal Resistance(R Value)g-19 Batt or Blanket :ype Fi bprgl a . s[Ra tt Brand Name Certainteed Thickness(inches) 10" Thermal Resistance(R Value) R -,In Loose Fill Type In sul-Saf e TTT Brand Name Certainteed Minimum ThicknesW nches) 11" Number of Bags Wt. per bag lb. Area covered(ft. ) 1780 Thermal Resistance(R Value) R -30 FLOOR, ELEVATED Material Fiberalass Thickness(inches) (-,If FLOOR, SLAB Material Thickness(inches) W idth(inches) FOUNDATION WALL Material Thickness (i.nclic s ) Brand Name Certainteed Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Itesistance(R Value) I hereby certify that the above insulation was installed in the above building in conformance with the S to of California Energy Requirements. /4sta Insx � i # 272941 tip STATE CONTRACTOR'S LICENSE NO. Z3-3-7 NATURE OF 'SIAL—&T10N APPLICAIVO DA'Z'E I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required.by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. A11�� lh-?�- a 0 /V q, T_ FIRM NAME/OWNER (Please print) STATE CONTRACTOR'S LICENSE NO. L� SIGNATURE OF GENERAL CONTRACTOR OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 MEMO REGARDING PATIO COVERING FOR A.P. NO.47-46-14 Question 21 on the data sheet requested more details fora proposed arbor or patio covering. No patio covering or arbor will be initially built when house is constructed. A future arbor is planned (26x12) but not right away. When it -.is constructed it will be t.'4 a`free•standing arbor not connected.to the. house itself.* Please note that the two 6x6 posts outside S the living room will be supports for the roof which will extend over that area and act as a covering for- a small open area. r - Paul J. t,L.nr\ n , sel Carol B. Bushard--owner ,. _ � .. ._ i� .�y• 1. ,' ti � t L -` � �'. S � i .. 0 COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS PERMIT No 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 �! APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER — .�/ _ i y ZONING S BUILDING PERMIT OWNER an. -1-,( Caro � TELEPH NE y -a,CC S0. FT. OCC,BUILDING VALUATION 3/S� OCi� GSo OWNER'S MAILING ADDRESS -'O- • W CONTRACT,OR''S NAME ' TELEPHONE 7� Oo CONTR TOR'S MAILING �ADDRESS (JO.,[ Fireplace o O �p CONSTRUCTION LENDER UNKNOWN Total Valuation 1 $ / UQ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 9-W ARCHITECT/ENGINEER LICENSE NO. Plan Checking Fee ,b' Energy Plan Checking Fee $ ARCHITEC7 OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDR SS "7� QEE�252i - Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap /3 2.00 6.00 Solar or heat pump water heater 20.00 LOT NO. 3 SUBDIVISION NAME PARCEL MAP ,Z—'? L Water piping 5.00 S-00 Each qas water heater or vent 5.00 , 6u USE OF STRUCTURE SFX Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 S, (jb Building sewer 5.00 CSb Mobile Home Is G W 10.00ea TYPE OF WORK New; Addition❑ Remodel/❑p Utilities❑ Installation❑ Other❑ Describe work: Q i JQGf 1 Permit Fee $ (lj Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 �j , Main Service EA. ADD'L 100 AMP 2.50 2,579 - , pCONTRACTORS CONTRACTORSLICENSE 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. 3 5yV7 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 WELLING OCCUP.N\ yzQsgft ,sa OR N CC. BLDGS. NEW CONSTR ULTI-OUTLET 2,50 ea NON.RESID BRANCH CIRC ITS POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 2 3D eAL@Le 305 FIXED APLNS Ex. Occup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 IIVONE Mobile Home Facilities 15.00 Misc. �Yirin 15.00 g Permit Fee $3 3. brz WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): Q 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. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating 0000 r , db Cooling ,pa Hood 3.00 po Ventilation. 00 permit Fee $ O� 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 ag�lflst said County in consequence of the granting of this permit. X� J � ����� 2'q rl - Date Signature of Applicant — Owner Er Contractor ❑ Agent ❑ An OSHA permit is required for excavations over S' ' d p andemolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ ,(,O TOTAL PERMIT FEE $ p oCCUP. CONST.TYPEJ �aMJFL 0 c PO Ho ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIREC R OF PUBLIC By PER XPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date '%3 /` ✓'/4+ �� _ Receipt No. 1`0 7!77 7 Q WHITE-D.P.W.. YELLOW -ASSESSOR. PINK-INSPECTt. GOLDENROD -APPLICANT TO: Building Department FROM: Environmental Health, Chico SUBJECT: Sanitation Clearance La Owner P.ocation AP# Plan approved for: sewage disposal water supply Hold final for:. water supply ' 9 Final clearance O.K. for,: water supply Clearance for bedroom me home. Other Note*** Sanitarian Date s Fic. 4cY-4. owevse, l ;a y 4 c� o ACTU,11 o� c TE L� SKVl.JA y 4L14 R65ibENCS i COUNTY OF BUTTE - DEP�ARTMENT,OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET Permit No. dI OWNER P4,-( (3u sk-:L A. . No. y% Proposed Building Use �� 'Y 13S� Building Inspector Date At time of permit application. I was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . Plot plans in dupllicate,/t+rip.Hc-ate, signed by preparer of plans. U 3. Complete plans in duplica-te.%t l4.cate, signed by preparer of plans, 4. Complete engineered plans and calcs, with wet signature on plans. Plans with Energy Design Compliance Statement. . . . . . —Z? y,CUSD "Fees Paic Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. Fees of $ 833. oo . . . . . Letter of signature authorization. . . . . . . . . . . 9. t10. Sanitation approvs.l from C S%ea Health Dept. 11. Planning approval for (A) Use: (B) Parking: 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. Mobi lehome Installation Data. . . . . . . . . . 497Pre-Inspec. request to (Date) . Pre -Inspection for Required. Building Inspector .- Recorded copy of .agricultural Acknowledgment Statement.�. Driveway Permit. �7 20. Plot plan approval from city of i-t"iA When you issue the permit, process as follows:ail to owner, Mail to contractor. Telephone and hold for pickup at—off ice, Deliver w/inspector. r Other Applicant Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to wemij isance�Ci cl new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer as advised of above required data by poe__nail—counter bye "x date Contractor, designer, owne-, was advised of above ` &required data by—phone _maII—cc'ouunter by date `-- Plans checked by ADate A � Plans approved by Rmt Date Sets of plans on Hold in -V -File cabinet AP folder - Flours: 10:00 a.m. - 3:00 p.m. Copy—DPW TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance ` BX AO, -7- J/ 67 owner location AP # Driveway permit -70 -e _ has been issued for the above property. number _lf- g? 9 signs re date RESIDENTIAL PLAN CHECKING GUIDE 7/85 (S.F., DUPLEX &•MISC_. ONLY) Bldg. Permit # 34 OWNER ( IVUL.. 1305(06%t" A.P. # y% 614 GENERAL Zoning requirements: (sideyards and number of permitted living units). Valuation. �: lans signed by designer. nergy Design and Compliance. 41441 xisting violations on property. PLOT PLAN lr�.Complete parcel size and dimensions. t?.Setbacks, sideyards, easements, etc. 3✓�Other buildings or structures. ��� rading, fills, drainage. Flood hazard. pecial conditions on creation map or compliance document. FLOOR PLAN Z�Iomplete to scale plan with dimensions. equired windows for light and ventilation (Sec. 1205). S ; Required windows for second exit (Sec. 1204). *—.Skylights (Chapter 34 & Sec;. 5207). :�Iquired man impact glass (Sec. 5406). room sizes, ceiling heights (Sec. 1207). ;7��.F.C.I.'s in baths, garage and"exterior outlets (Article 210-8). . Light fixtures, switches, receptacles, and exterior receptacles for maintenance of �hanical equipment.. 8! Locations of water heater, heating and cooling equipment, other electrical or gas ipment, and plumbing fixtures. 101, Garage firewall, door size, and closer (Sec. 503(d)(3)). 3'0" exterior exit door (Sec. 3304(e)). 1P' Fireplace and wood stove location. 13�Smoke detectors (Sec. 1210). STRUCTURAL DETAILS foundation plan complete enough"Ao construct building. loor construction details complete enough:to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. • replace construction details and calcs if necessary. Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR to Exposure I plywood on exposed locations and overhangs. Zol'-IS-tairway details: landings, rise and run, head clearance, handrails -(Sec. 3306). _rdrail details (Sec. 1711 & 3306(j)).. Brick or stone veneer (Chapter 30). -W-0"--Exterior plaster,- weep screeds (Sec. 4706). Proper roof pitch for roof covering (Chapter"32). Rafter ties or bearing ridge beam. RESIDENTIAL'PLAN .CHECKING GUIDE (CONT'D) 7/85 MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) Garage door or porch header sizes. 4 4--�Adequate bracing. -40-- Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. *TY TT +'o exits on three-story dwellings (Sec. 3303 & see Mezannines 1716). 1T. Attic access and ventilation (Sec. 3205). li-'*-U-nderfloor access and ventilation (Sec. 2516). food stoves, clearances, alcoves & 1 -hour shafts. 1 -4 -.'--Combustion air for fuel burning appliances. Noise requirements on duplexes. TT.—Adobe soils - special foundation design. Jr&—. walls requiring design. "Unusual shape, size or split level house requiring lateral design. 4 4 Table 3-3a. Ceiling Insulation Points I R -Value of Insulation I Points I I I 1 I 22 I 2 I I .3.s- I +? I 1 49 1 +4 I I R -Value of Insulation I Points I 139_ I 0 1 I 30 1 +3 I I I I -Facing Glazing Pts Glazing Type 1 Total I 2 of Sngl, Floor 1 U - Atea ( 0.66 1 1.10 o +4 0.1- 1.2 I +4 1.3- 2.3 I +1 2.4- 3.6 I -2 3.7- 4.8 I -4 4.9-'6.1 ( -7 ri ZT r3 I -9 7.4- 8.2 I -12 8.3- 9.7 I -14 9.8-10.8 I -17 i 10.9-12.0 1 -19 12.1-13.2 I -22 13.3-14.5 I -24 14.6-15.3 I -27 I � U- I U- -V'11 0.42- 1 0.41 1 0.65 I down I +4 I +4 I +2 I +2 I 0 I +1 i -2 I.-1 I -4 -3 I e I -7 f -to I -8 I -12 1 -10 I -14 1 -12 I -16 1 -13 I -18 I -15-17 I ATTIC -20 I I OTHER TOTAL POINT'S = '{'sc/etc y ~c Table 3-6. East -Facing Clazi 1 I Glazing Type 'able 3-1. Slab Floor Points i 7n ula- I R -Value of Insulation 1 I tiun I I I Depth, T I I inches 1 0-2 1 3 S-6 I' 7+ 1 0-111- I-5 1-5 I-5 12- 15 5 1 -3 I -2 I -1 16 - 1 -5 1 -2 1 -1 1 0 2 1__5 ( -1 1 0 1 +1 7/7/83 i -_'-I Total I I 2 of I Sngl, I bbl, Trpl, Points I Floor I (U - I (U - 1 (U - I Area 1 1.10) 1 0.65).1 0.41)1 I R -Value of I ZONE 11 Palate I I OWNER 05"410 ewa/*•r " q POINTS PERMIT N0. _.. ASSIGNED ACTUAL 1. SLAB - INSULATION 2' I 13118 2. P,AISED FLOOR - R-19 I 0 1 3. CEILING - R-30 -2 4. WALL - R-19 At 91 a�-f 5. NORTH GLAZING - 2.413.6% . �' 7 6. EAST GLAZING 4S - 2.5-3.6% .48- 1 -7 I 7. 7. SOUTH GLAZING - 1.6-3.6% � 3 7 -- 8. WEST GLAZING - 2.9-3.6% 1 -10 1 9. SKYLIGHT - 0-1.3% 1 -13 I 10. SHADING (Exclude Overhang) -18 •1 -15 1 EAST . t48 - .66 _ `tr �- 1 -18 1 SOUTH .5-.�7 - .19-.42 t -20 1 WEST . 3 3 - .13-.36 I -16 11 SKYLIGHT - .37-.57 .09;A �- 11. HORIZONTAL SOUTH OVERHANG 2- oZ �- 12.. MOVABLE INSULATION - NONE ` i 10.2-11.0 I 13. INFILTRATION (Standard=0)(Tight=+12) 1 -17 I 1 11.1-11.8 1 14. THERMAL MASS SF �- 15. -GAS FURNACE (SE) 71-76% 112.8-13.5 I 16. !TEAT PUMP (EER) 7.5-7.9% 2� -�- 17. DUAL PACK(SE, SEER) 8.0-8.3/71-76%. ( 14.4-15.2 I -50 I WOOD STOVE2-en I 32 I I 4.3- 5.0 WATER ,HEATER -8 I Table 3-3a. Ceiling Insulation Points I R -Value of Insulation I Points I I I 1 I 22 I 2 I I .3.s- I +? I 1 49 1 +4 I I R -Value of Insulation I Points I 139_ I 0 1 I 30 1 +3 I I I I -Facing Glazing Pts Glazing Type 1 Total I 2 of Sngl, Floor 1 U - Atea ( 0.66 1 1.10 o +4 0.1- 1.2 I +4 1.3- 2.3 I +1 2.4- 3.6 I -2 3.7- 4.8 I -4 4.9-'6.1 ( -7 ri ZT r3 I -9 7.4- 8.2 I -12 8.3- 9.7 I -14 9.8-10.8 I -17 i 10.9-12.0 1 -19 12.1-13.2 I -22 13.3-14.5 I -24 14.6-15.3 I -27 I � U- I U- -V'11 0.42- 1 0.41 1 0.65 I down I +4 I +4 I +2 I +2 I 0 I +1 i -2 I.-1 I -4 -3 I e I -7 f -to I -8 I -12 1 -10 I -14 1 -12 I -16 1 -13 I -18 I -15-17 I ATTIC -20 I I OTHER TOTAL POINT'S = '{'sc/etc y ~c Table 3-6. East -Facing Clazi 1 I Glazing Type 'able 3-1. Slab Floor Points i 7n ula- I R -Value of Insulation 1 I tiun I I I Depth, T I I inches 1 0-2 1 3 S-6 I' 7+ 1 0-111- I-5 1-5 I-5 12- 15 5 1 -3 I -2 I -1 16 - 1 -5 1 -2 1 -1 1 0 2 1__5 ( -1 1 0 1 +1 7/7/83 i -_'-I Total I I 2 of I Sngl, I bbl, Trpl, Points I Floor I (U - I (U - 1 (U - I Area 1 1.10) 1 0.65).1 0.41)1 I R -Value of I I I Insulation I I I Palate I I i below 3 I -12 1 3-4 1 -8 I I 5-7 1 -6 I 1 8-12 I 2' I 13118 TO I I I 0 1 I 3.7- 4.6 ( -5 I I 0 1 +'7 1 +4 1 +4 1 l u to 1.3 1 +3 1, 4 1 +4 1 I - 2.4 I +1 . i +2 I +2 I I 2.5- 3.6 1 -2 1 O I 0 1 I 3.7- 4.6 ( -5 I -2 I -1 I I 4.7- 5.6 I -8 I -4 I -3 I I 5.7- 6.7 I -10 I -6- i -5 I I 6.8- 7.7 ( -13 I -8 1 -7 I I 7.8- 8.7 I -15 1 -10 I -0 I I 8.8- 9.7 1 -1.7 1 -12 1 -10 1 ( 9.8-11.2 I -21 1 -15 1 -13 I 111.3-12.7 I -25 1 -18 •1 -15 1 1 12.8-14.0 I -28 1 -21 1 -18 1 114.1-15.3 1 -32 11 -24 -20 1 I 8.3- 8.8 i -22 I -16 11 1 8.9- 9.5 I -25 I -18 I -15 .I Table 3-7. South -Facing Glazing Pt Table 3-10. Shading Coefficient Points I I Glazing Type I I • Total I I I I of I Sngl, i Dbl, Trpl, I Floor I (V - 1 (11 - I (U - I I Area 11.10) 1 0.65) 1 0.41)1 ( I oints I oints I ointsl o +! +3 + 3 up to 1.5 1 +2 1 +2 1 +2 I 1 1.6- 3.6 1 -1 1 0 1 0 1 1 3.7- 5.2 1 -4 I -2 1 -2 I I 6.6- 7.7 -9 I -6 1 =5 I I 7.8- 8.9 I -11 i -8 1 -7 I 9.0-10.0 I -13 I -10 .1 -9 1 ( 10.1-11.5 I -17 I -13 1 -11 I 111.6-13.0 I -21 I =16 I -14 I 113.1-14.5 i -25 I -19 I -16 I. i 14.6-16.0 ( -28 I -22 I -19 I Table 3-8. West -Facing ClazinPts. ( I Glazing Type I I Total I I I 2 of I Sngi. Obl, Trp1, I Floor I (U - I (U - I (U - I 1 Area 1 1.10) 1 0.65) 1 0.41)1 1 0 1 +s 1 +6 1 +6 1 I up to 1.3 1 +5 I +6 I +6 '1 10-3.1 I to 1 6.4 up I 1.4 7.1 +3 I -*3r I +5 I I .20-.36 I 2.1- 2.8 1 0 1 +2 1 +3 I 1` T_ I 0 I -1 I 2.9- 3.6 1 -3 I 0 I +1 I I I i 3.7- 4.2 1 -5 I -2 1 0 I I .19-.42 1 I 4.3- 5.0 1 -8 1 -4 I -2 0 1 -2 ( -4-4 1 -4 1-4 -6-6 I 5.1- 5.6 I -10 I -6 I -4 I 6.4 up I 1 5.7- 6.2 I -13 I -8 ( -6 I I 6.3- 6.9 I -15 I -10 I -7 I 1 7.0- 7.6 I -18 I -12 I -9 I I 7.7- 8.2 I -20 I -14 I -11 I I 8.3- 8.8 i -22 I -16 I -13 I 1 8.9- 9.5 I -25 I -18 I -15 .I I 9.6-10.1 1 -27 I -20 I -16 I i 10.2-11.0 I -29 I -23 1 -17 I 1 11.1-11.8 1 -35 I -26 I -21 111.9-12.7 I -38 1 -29 I -24• I 112.8-13.5 I -42 I -32 I -27 I 13.6-14.3 I -46 1 -35 I -29 I ( 14.4-15.2 I -50 I -33 I 32 I ( SC by I I Orten- I Z Floor Area tation South I East 1 I 3.2 I I 10-3.1 I to 1 6.4 up Overhane Points 6.3 1 0 -.19 1 0 ( +1 I +2 I .20-.36 1 0 1 0 ( it 1 37-.66 I 0 I 0 1 0 I :9S7-:8 1` T_ I 0 I -1 .83 up i 0 i -1 j -2 I South 1 0 1 3.2 1 6.4 10:0 1 9.6 I I to ( to I' to I to I up 13.1 16.3 17.9 I 9.5 I I 0 -.18 1 0 1 +1 I +2 I +2 I +3 I .19-.42 1 0 1 0 1 0 1 0 1 0 I •4.66 1 '1 0 I 11 -2 I -2.1 -3 1 7 up 0 1 -2 ( -4-4 1 -4 1-4 -6-6 West ( .1 1 1.6 1 3.2 I1 6.4 1 8.0 I to I to I to I to I up I 6.4 up I 1.5 i 3.1 i 6.3 i 7.9 0-.12 1 0 1 +1 I +3 I +6 1 +7 .13-.36 I 0 1 0 1 0 1 0 1 0 .37-.57 I 0 1 -1 I -3 I -6 I -1 .58-.82 I :.L -3 1 -6 1 -12 1 -15 .83 up 1 I -2 1 -4 1 -8 1 -16.1 -20 1 I I I Skylight I .1 1 .8 i 1.6 1 3.2 1 4.0 I to I to I to L to I to I .7 11.5 1 3.1 1 3.9 1'5.2 f -T- 0-.12 1 0 1 +1 I +3 1 +6 I +7 .13-.36 I 0 1 0 1 0 I 0 1 0 .37-.57 1 0 1 -1 i -3 I -6 1 .58-.82 .1 -1 I -3 I -6 I -12 I -a .83 up i -2 i -4 i -6 i -16 i -20 I I I I 1 Table 3-11. Horizontal South Overhane Points Table 3-9. Skylight Points I South Glazi'oa Length Out I Area, 2 of Floor I I I Glazing Type I I from Wall I I I Total I I I ft T I 2 of T Sngl, I Dbl, I Trpl,l 1 1 0-6.3 I 6.4 up I I Floor I U- I U- 1 0- 1 I I I I I Area 10.66- 10.42- 1 0.41 1 0- 0.5 1 -2 1 - I 11.10 10.65 I down I 1 0.6 - 1.0 I -2 I -3 I 11.1 - 1.9 I -1 1 2 I I up to 1.3 I -1 1 0 I 0 I I 2.0 up I 0 I 0 I I 1.4- 2.2 I -3 I -2 I -1 I 1 1 I 1 I 2.3- 2.8 I -6 I -4 i -3 I Table 3-12. Movable Insulation I 2.9- 3.6 1 -9 I -6 I -5 I Points 1 3.7- 4.2 I -I1 I -8 I -6 I11 I 4.3- 5.0 I -14 I' -10 I -8 I I Moveable Insulation] I 5.1- 5.6 I -16 I -12 I -10 I I Area, 2 of Floor I Points I I 5.7- 6.2 I -19 I -14 I -12 I 6.3- 6.9 I -21 1 -16 1 -13 1 I 7.0- 7.6 I -24 1 -18 1 -15 1 1 0- 5.5 i 0 1 I 7.7- 8.2 I -26 1 -20 1 -17 1 I 5.6 - it.$ I +2 1 I 8.3- 8.8 I -28 1 -22 1 -19 I I 11.6 - 17.5 1 +4 I i 8.9- 9.5 I -31 1 -24 1 -21 I ( 17.6 - 23.5 I +6 1 I 9.6-10.1 I •33 I -26 1. -22 I I `23.6+ 1 +8 ( b. ZONE 11 TABLE 1-11 (ADAPTED) INTER•ION TMERRAI MASS POINTS Y1 f C ,... Table 3-13. I%f!ltratlon Coatrol rertures Points T- 1 Control Features I Points I Ir_ I I I Standard I 0 I I I 0.9 air changes per hr I I I I I T- I Tight I +12 1 I I I 10.6 air changes per hr 1' I i 1 I Table 3-15. Gas Furn4ce Without RefrlReratlon Cool!ns Points I Seasonal Efficiency I Points I I (SE), Z I I I I I 1 71 - 76 I 0 1 i 77 - 82 I +2 I I 83 - 88 I +4 I I 89 - 94 I +6 I 95 up i +8 1 8.8 - 9.1 Table 3-16. Neat Pumo Points I Energy Effic!eaey I Points I I Ratio (EER) I I I 7.5 - 7.9 1 +3 I I 3.0 - 8.3 I +6 i I 8.4 - 8.7 1 +9 I 1 8.8 - 9.1 I +12 I I 9.2 - 9.6 I +15 I I 9.7 - 10.2 1 +18 I I 10.3 - 10.8 I +21 I I 10.9 - 11.5 I +24 I i 11.6 - 12.3 I +27 I 12.4 - 13.2 i +30 Table 3-17. Gas Furnace With Refrigeration Coolina Points 'Refrigeracfod Gas Furnace I Cooling I SE ' I I 1- 7-183- 89- 95 1 1 761 821 881 9+1 up I 1 8.0 - 8.3 1 0l +21 +•4i +61 +8 1 1 8.4 - 8.7 1 +21 +••1 +61 +91+10 1 1 8.8 - 9.2 1 +41 +61 +81+101+12 1 1 9.3 - 9.7 1 +61 +81+101+121+14 1 1 9.8 - 10.3 1 +31+11)1+121+141+16 1 1 10.4 - 10.9 1+1G1+121+141+161+IS I 1 11.0 - 11.6 1+121+141+1614.181+20 1 I I I 1 11 7/7/83 AREA SQ. FT. 1,000 I A B C D A 1,500 I C D A 2,000 B C D A 2,500 B C D 1 A 3,000 8 C D I A 3,500 B C + 0 A 1,000 8 C D I A I,S00 B coI A 5,000� I { 0.9 10-19 I 2Cr29 30-39 40-49 50-59 60-69 70-79 600-799 0 +3 +7 +10 +14 +17 +21 +24 800-999 0 +3 +5 +8 +11 +14 +16 +19 1.000-1.499 0 +2 +4 +6 SO 2 2 2 2 2 2 2 0 1 2 2 2 0 O 0 0 0 0 0 0 n 0 O.. .D 0 0 0 0 0 0 0 0 0 0 o. O 0 I D '.00. 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 0 0 2 t 0 0 2 2 0 0 0 0 o 0 1 ISO 6 6 6 4 l 4 4 2 2 •2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 8 2 f t 0 2 2 2 0 200 213 8 10 8 6 10-. 8 4 6 6 6 6 6 4 6 2 4 4 6 4 6 4 4 2 2 4 4 4 4 2 4 2 2 2 4 2 4 .2 2 2 2 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 x 2 2 2 2 2 2 . 2 ? 2 Z! 300 1x 12 10 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 / 2 4 4` 2 2 2 2 2 7 2 2 2 2 2. 2 2 t 350 14 14 12 8 10 10 8 6 6 6 6 4 6 6 6 2 6 4 4 2, 4 4 4• 2 / 4 2 2 4 4 2 7 2 2 2 2 400 14 14 12 8 10 10 8 6 8 8 6 4 6 6 4 4 6 - 6 4 2 4 4 4' 2 4 4 4 2 4 / 2 2 4 4 2 2 500 600 1 B 22 18 16 20 IB 10 12 12 14 12 14 10 12 6 8 10 12 10 12 8 10 6 6 N 10 8 10 6 8 4 6 6 8 6 8 •6 6 A 4 5 8 6 C 6 6 2 4 6 6 6 6 4 6 z 4 4 1 6 < 6. 4 4 2 2 4 6 4 6 4 4 1 2 1 703 24 21 20 11 IB 16 It 10 It Il 12 8 10 10 10 6 10 10 8 6 8 8 6 4 B 6. 6 4 6 6 6 41 6 6 Is 7 Z30 103 1.010 1,:00 1,200 26 ZS 30 .12 34 24 22 28 74 l0 26 37. 28 32 30 16 16 18 zO 22 70 22 22 24 26 16 20 20 24 26 16 18 20 22 22 10 12 14 14 16 14 16 18 20 22 14 16 18 20 20 12 14 16 18 18 B 10 10 10 12 12 11 14 16 iB 10 1/ ll 16 18 10 12 12 14 11 6 8 8 8 10 10 12 12 14 14 10 12 12 14 14 B 10 10 12 12 6 6 6 8 8 10 10 12 Ix 14 B 10 10 12 12 B { 0 6 10. ,6 10 6 12 8 I ! � 0 10 110 1.12 6 B 10 10 12 6 'B B 10 10 4 ! 6 6 6 8 B 10 10 6 8 10 10 6 '0 0 . /- 4 lI F 6 6 3 )0 In 6 a r )0 6 6 P 8 i 4 6 ; 1.300 1,400 37 34 34 32 34 32 22 24 28 28 26 28 24 26 16 18 22 21 22 2/ 20 20 12 11 18 20 IB 20 16 16 10 12 14 10 14 16 14 11 8 10 14 11 12 14 12 li 8 B 12 11 12 14 10 12 6 B 12 ` 12 10 12 10 :G 6 6, 10 .0 10 10 F. 13 n 6 1.100 176 2.000 I 2,500 3.000 3,500 4.030 3{ 34 21 _ 30 34 30 34 26 32 1B 22 - 24 30 3l 2/ 30 3/ 22 26 30 11 I22 18 t2 I30 26 34 20 26 30 32 lb 22 26 30 12IB 16 18 22 22 26 30 32 - 18 22 26 30 32 16 20 24 26 30 10 11 I20 16 18 20 16 24 2B 30 32 16 20 24 26 30 32 14 18 22. 24 26 30 8 12 14 16 ld 20 14 18 22 �24 2d 30 14 18 22 24 is 3026 12 16 i8 22 24 B I17 10 16 :2 20 14 22 li 26 18 ' 28 12 16 20 22 24 28 10 i4 IS 20 22 24 GI L I:•I 14� 141 l E �1.5 ;2 14 Is `4 12 la 15 Z4 z:i 1C 12 16 20 2: ! e 1 I 14 i f 1.500 55000 - - - 32 32 26 20 130 j132 30 17 26 2f lE j 20 j it, 0 n -G ?= : 6 :£•: 1 = '• A) 1. 3s' Concrete Slab: MC -8.93; R-.29; Factor -7.3 2. 3 3/4' Thick Common brick: IIC-7.125; R-.13; Factor -7.3 8) 1. Sry' Concrete Slab: MC -11.105; i•.41B; F;ictor-7.1 C) 1. 8' Solid Filled Block: MC•20.63; R-1.90; Factor -6.1 2. B` Soled Filled Block With Both Sides Exposed To Conditioned Air. NOTE: Use all square footage directly exposed to conditioned air for Thermal'Mass Area: MC -10.164; R•.965; Factor -6.1 0) 1' Thick Concrete/Tile: MC -2.55; R-.083; Factor�-3.7 Table 3-19. Zonally Controlled Electric Resistance Space Heating Points I Points for this measure u111 I be completed after the CEC I I has approved an Alternative i I Component Package for Resistance •I I neat. I Table 3118. Active Solar Space Heating wicn Gas Points I Net Solar Fraction I (NSF), Z wood stove #33 poinfsfno back up) casablatica fan + l . point llultlfamtl ( er unitpoints) I 0-6 I o f I 7 - 14 I +2 I I 15 - 23 I +4 I 1 24 - 30 i +6 I I 31 - 39 I +8 I I 40 - 47 I : +10 I I 48-55 I +12 I I 56 - 63 I +14 I I 64 - 71 I +18 i I 72 up I I +20 I I I wood stove #33 poinfsfno back up) casablatica fan + l . point llultlfamtl ( er unitpoints) Floor Area Net Solar Fraction (NSF). Z per un1c, ft2. 0.9 10-19 I 2Cr29 30-39 40-49 50-59 60-69 70-79 600-799 0 +3 +7 +10 +14 +17 +21 +24 800-999 0 +3 +5 +8 +11 +14 +16 +19 1.000-1.499 0 +2 +4 +6 +8' +10 +12 +14 1,500-1.999 0 +1 +3 +4 +6 +7 +8 +10 2.000 and up 0 1 +1 +2 4.4 1 +5 1 +6 +7 1 +9 All others (pe building paints) _ T65::8 99 0 +5 +10 +14 +19 +24 +29 +34 900-999 0 +4 +9 +13 +17 +it +26 +30 1,000-•1,199 0 +4 .1.7 +11 +15 +-19 +22 +26 1,20f,1,499 0 +3 +6 +9 +12 +15 +18 +21 1,500-1.999 0 +2 +5 +1 +9 +12 +14 +lc 2,040-2,199 +2 +3 +5 +7 +8- +10 +ll 3,000 ar.d tin0 -0 +1 +3 +4 +5 +7 +8 +10 System Type I Pointe Gas Only ( 0 i I 1 Beat Pomp I 0 i I Solar with Electric I I ( Registonce Backup I I I 7leettng the Require- I I alents lu Part 2 i 0 I Electric Resistance I I I Only -40 ; .� . FORM RESIDENTIAL ENERGY FLAN CHECK/ INSPECTION SUMMARY Owner PAUL. 60'54-41A)• Climate Zone . � � Permit No. 3 :or Area ;,npliance path: Package DA" ❑B .❑C ❑Point System ❑Budget Alf'other �ybry//Y Gro//►'%5 MIN R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION: (! Roof/Ceiling �'lifl �G , h . ' Wall ❑ Slab Floor Perimeter Raised Floor- .(2) loor(2) INFILTRATION: _ ❑ (A) A vapor barrier is required In climate zones, 1, 14 & 16. (B) All manufactured windows and slidi% glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled. (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped• Tight the above standard 'features plus. 13:(D) Continuous infiltration barrier ' (E) -Electrical outlet plate gasket ;. ❑ (F) Air-to-air heat exchanger ` •(3) GLAZING: (A) Location Area Glazing Moor Area Single Double Triple . . - Total Bldg -37.7.3 /( .;z North East 1 South West A-.33 PC- ❑ Skylights :... 4B) Shading Shading i Coefficient Description ?* w/ East l.�,&G p(�Ls(� (,C, 2./NANIr,. f 0 P.Pr_-1 S r South West 1-6 ❑ Skylights. (C) South Overhang ( j Length of projection t. Description ❑ (D) Moveable insulation:. Area ftl Description (E). Thermal mass .❑ Type - Area Ft.2 HC= R= MSC= - Location Type - Area Ft. HC= Rte. , i:4 • *_1;';'-. 14c= LAcatlon It y E3- �'_'" Type Area Ft. HC= R=' .- . ;'t}^• MCC= location t!V•=r••,.• j,�. 3: T - Area Ft HC Location ❑~'' .. TYPe ' . -;tf.; , . Area Ft HC= R. , �. ,, -..: • ; . -s: :.. `; I.. �� ,,.., .• �., .�. MC= Location __ Zy"k'yt ❑� - . Type Area Ft. HC= MC. Location 7/83 3 • FOR M MASONRY AND FACTORY -BUILT FIREPIACES shall be equipped with t,fight. gting closeable metal or glass doors covering the entire opening of the ire ox; a com usion air intake equipped with a readily accessible, openable, and tight fitting damper to draw air from the outside of the building; and a tight fittingflue damper with a readily access ible control. Xr- Tt�TED" '410 •'7� tKOT V- F- k . - *1(5) HEATING. VENTILATING; AIR CONDITIONING SYSTEM (A)' Heating " (] Central Gas Furnace - (brand and model number) SE Btu/hr (heating capacity) Beat Pump. E(--5 (brand and model number) ACOP Btu/hr l�s�r (heating capacity at 47'F) ❑ - Active Solar ` type (liquid or air) Collector brand and ft model number solar fraction - collector area collector. orientation collector.tilt' rated y -intercept W -rated slope Other (describe) (B) Cooling Electric Air Conditioner (brand and model number) -(seasonal EER) Btu/hr (cooling capacity at 95AF)" Electric Heat Pump EER 0 Btu/hr (cooling capacity at 95 F) Other (describe) (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, .shall be required for heat pumps.. (D) -AN AUTOMATIC SETBACK shall'be provided for all thermostats, except those controlling heat pumps. ' (E) AN' INTERMTITENr IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and ' as cooks - a lioness 8 ng pp , :'(F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting ` air to the outside. i ).DUCT CONSTRUCTION A INSQII►TION. All transverse duct;' plenum, and ` M =fitting joints shall be sealed with pressure sensitive .tape or.-.-'•,.;:: -, ®!s�'� - a.;.i �� •, mastic to prevent air loss and shall be insulated .to coofortn to ; the provisions of Section 1005 of the UMC, 1976 Edition. 17%83 - •:,:.' .. • .. .. .. . :.. y Vii:.• •' �vKM 1 (6) DOMESTIC WATER SYSTEM / (A) Gas only (2� Gallons (brand and model number) (tank size) 0 Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) .C3 *2 Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (.solar fraction) (backup heater type, brand and model number) (collector area) _(collector orientation) (collector tilt) 0 tocation of Solar Panels Q• Other (Describe) (B).TANR-IHSULIATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. •. (C) PIPE INSULATION: The -five tuet of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned space shat -l -be -.insulated with a minimum of R-3. Steam and steam condensation - return piping and recirculating hot water piping outside:. the building envelope shall be insulated in -accordance with T20 -1408(d). (D) FLAW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. (7) LIGHTING ' . (A) Lamps used in luminaries for general lighting in- kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1 Submit 'documentation of sizing heating and cooling equipment by Manual J, sizing pp , and fill out the a charts (form #4) or other approved methods section 2-5352(8), � g•O � A following:-_.. - Heating: Winter design temperature', elevation heating .load BTU elevation. factor •0 x heating load .maximum outlet capacity gas furnace s . BTU _:..Cooling: Summer. design temperature ','cooling load*BTU *2,rSubmit. T.I.P.S.E. chart or other approved system (form #5) to document sizing of panels. - N DESIGN. Tital�e2 OOMPLIANCE STATEMENT: The above building design aeets the requirements of 4 :f -Vat. 2� Chapter 2-53 of -the California Administration :Code SIGNATURE OF BUILDING DESIGNER OR. APPLICANT ±''�4 0 7- 0 T 14 3 OFFICIAL RECORDS BY' Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT PART/ sAw 1987 FEB .24 . AM 11: I Section 26-8.1 of the Butte County Code requires this acknowledgement be recordedrior to issuance of a building r r p g permit . CA�d®ACE J. GRUBS The property described herein is adjacent to land or included CLERK-RECORDER�EEE...✓ within an area zoned for agricultural purposes, and residents of this 872"7143 property may be subject to inconveniences or discomfort arising from Pages 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: P/\% }'7 - _� _01q_0 A portion of Parcel 5 of the Keefer Ranch, according to the official Map thereof, a which'Map was filed in the office of the Recorder of the County of Butte, State of California, on February 24, 1912,in�Map Book 7, at page -.21, and more particularly described as follows: Parcel Three, as shown on that certain Parcel Map recorded in the office of the Recorder of the County of Butte, State of California, on June 20, 1975, in -.Book 52 of Parcel Maps, at page 92. Date: PRO ERTY OWNER State of Calif ) On this the 20 \i day of Feb 87, before SS. me, the undersigned ,"19 Notary Public, personally appeared County of Butte ) �L}�t L �� Ll Personally known to me. Lx/ Proved to me on the basis of satisfactory evidence. to be the persons) whose names) subscribed to the within instrument and acknowledged that executed the same for the purposes therein contained. ------------------- OFFICIAL oo=MAY4, IN WITNESS WHEREOF, I hereunto se my hand and off ial seal. L / NOTIFORNIA TY MY COMM. 1990 00V1Jary Public Present A. P. No. x1-2 — xl(,- /'/ END of DOCUMENT This set of plans and specifications, I4t be -kept an -the . job at 0.11 times -and i#: is -vmkc fukto.: - I _mglce; any Ghonges or.olterations o.6 same�ithout written permission from the Department of Public bun u e --Works-- , C ty o f B tt� . i 1 � • • i � • I 1 _ t ! i 1 i t ! , _ ' MI i � 1 I I • 1; is MIS; 1 i �I t ! �: LUr.IBI7i SHALL br iW XII NI IUM I. R1 OF s, SI'Fs'1 F. F, IR Ifit! is SPANS AN NOTED RE LAW: (Uut •las For nu • be 21 It U pled where Ilcm-Fit is s erifwd.) --- -- - --� _ �-- - - - -- - :IIQRV !INS.SEL.S'TR SEL.S1'R, UN S. No F No. 1 _ DNS, No. 2 Fir No. 3 SEL. STR. No. F N,. 2 No. 3 1111' tiff 'II1 26"-6 _. SIZE .II RI(:. FIR ik)t!,!. In niUG.nR Ia I(s:. FIR I)n Ills:. FIR Ix»I(-..FIR lash(:, FIR 1117.1 -FIR IIt'ht•FIR If VTI -FIR H111 -FIR [III' If SE'I IIACK -�I•' I'Mr\I 1 Nit :\'.\1.1. COP CitoRD -1' X X II11'S b: - i:3 SPACI. 1) 2' -Ir" - _�) X X :Ill r ri v.l cit D. W F'0 F.IE\IBE RS :.4 >l:.ud.,I•'I Gpknr 111}.1 -FIR :.:1 N., 2 11I\t•VIP. sv ss n.n;J.m jm'!.r. 591'# 1002# . wiES: 1 296# 148# 1 . AU bracing; tempunry anJ p:rsnancnu, to racist `• ' lateral forces to be designed and provided by others. .s h 2. Design assumes lateral bra. -in. at uuxirnun: X-0' u. e. T.:p 1 "I t Chord and 12'-+,- liottom QLNJ sinless oth,rsrtse specified. Lt I:\UI\G 1)I:\(iRA\I 3. 14 Q;ndouous Latc:ai Brartng as sho�'�sv. - _ I.I. I)L: I(uul - 32 pal' :G'-l�" ('Iran' Sv.ut _ pIll.. ('riling = 10 pct t I :/d iurrrase "1 allu -:11.1r unit I.) pxt ceiling lead rrtluctiun �I res.c� used Inn .hurl dw-:ninu lustl.11g. t ,kn n ler Ilip 91 dally) SPRIJ 1001)g o1,0 I'll of s _ �� sed+rre pF NO. 2609 r 2'-0" Typical �a'rror'O'� BU''I► Iy� E sang"� flip N3 ��}i� J. spa Hip #2 R-4. 8x12 Hip #1 QdBOIAAG DEAR MEN C S �pc 9 -3.2x4.5 �a iR-3.2x4.5 R -4.8x7.5 Hip #2 & #3 2x62X 12 Ij 9 ® r7rctust,..r`Q 4 4/12 _110" 2X6 4 or higher 4�4— -Y s�_ �.: .. _ --- - ��• r4/12 ,8" ,�,,._ - .6x3 .. .. _. ,. J+°ras*ee,�'°,.f s-,_ a _J Alatch 2x7 \ - ro) Chord R-4. 8x15 Hipp 1 \ _ a� �•.• .� f fir. n. "e+ 2x6 - R-3..5 Hi #2 & #3 R -7. 2x9 R -3.2x7.5 1 114" 1/4" i 8'-0" t L/2 = 13'-4" Max.0 -----. Symmetrical About Centerline� FdoNO: 8H - 26 - 4 - 42 • #1-#3 TIIUSWALCONNERORStiR•S �Iueo/primas tllry2ouM16ge,/ OMvan'v+dshae/awtanouooiNipulW°a+fdtowa: pOSfIpNING:Rads+haODabcaaoontgmbresottruuanopxao TRUSWAL .1201ino'reued by Prefix "r'): 6 taalh Oar p. IM,. 12"+.41 -long. Tenth we punched two Par hots u.lO"•.2fi•o.c. Nolen us intim adous ov:tar:np conom wet P. canwnros uncus. olMrogs rota • 63m: 1211174jD—Ptsullindicatedbypail."D-):4eethpersq. lo.,.25'•s.40••long. Two teeth Par hole.71-o.GwtNholnmtstsd9Whorri-.. in.,. DIGITS INDICATE SIZE OF PLATE IN INCHES. RON�L net.: R -S-15-1 Des By: M ch, sy:-�/.;jas000IbMicated by preRa-R^): 10 teeth par q. ln.,.t0- 1.32 -long. Teeth we punched two pm hot. st.25- x.75" o.c. Kole* at. in line, /iMlc Suft-0"sus I 9Lstock used AN others we 200a. RN... Santee a, special R-6000 connector* with every third row of tenth M hobia omitted. fffa basic design rues, se, IC.B.O. RRa 1607 And RR 01469. .. _... ... - . ANAHEIM DETROIT ATLANTA TOP CHORD BOTTOM CHO. RS 12x4 STANDARD OR STUD GRADE HEM•FIR• 2x3 02 HEM -FIR OR AS NOTED ON DESIGI 2x4 STANDARD OR STI)) GRADE HFk:-FTR FOR h'FH "7E%'OFRS PEAK JOINT DETAIL A' B. 2x6 R4.Oxb.O,T46 36' 9. 2.0 '4.0, 4 2Xb R4.0Y4.5,T46 30' 0" 2.0 4,0, a 2X4 R4.UX4.5,Ta4 35' 1" 2.0 4.0, 4 B' B2 »cil,ed.l 2400 F OFF PANEL POINT SPLTrE (T21 216 44.0X4.5.744 TO 36' b" 2.X4 R2.414.5,T2.5/41 TO 15' 1" PANEL POIkIT SPL.TCE (TJ?) 2X6 R4.8Y6.n,T56 TO 36' 0" 2X4 R4.OY4.5+,T54Tn 35' 1" NO SPLICF R1.613.n,T3/1.5 TO 36' R" 141.6Y3.0,T3I TO 3a' 0- T.12 1.5'• MIN(Spl.) equal 0,1 F 1 h5n F 141,0 F 120n 1."r deWM ni w"pearw dmtrwa. S t, •' R' a a.. w'ti by off — _1L 'In- 34' 11" in' 4" 27' 2' `y: °" ,,,,yea al baro u..tw .12'm1—Chad..--..i a..y d.." 0FlPga;61�m a. W-09.,rpe a—Y� n Lr= b"w-n .wan. , ' R" 36' n" 1,2 a" 27'11 S a �r.c�e mwr bnrq .nr. ern"n• ". "rw"d bOPw b 1"1-,d b"arw sme+n"r10"d -n.. Y10.IL•• 14 wq m d pw" papmamw w ewa* . SPACFn 24.0" n.C. 5.0:17. PITCH 4/3 CONFIGIIRATTnh% LLtnL. nn, ROnF = 32.0 PSF DL ON CEILT'IG = 10.0 PSF • TOTAL DESIGN LDAn = 42.0 PSF " * 5'PSF CFTLI!'G REDUCTION TAKFN, - AXIAL STRESS nPLY I.OAO nI1RATION INCRFASE = 1.15 MAXTMIIM TRUSS "'EMBER FORCES REACTION= 1332 T 1 -2545 R. 1 2349 A l -555 r, 2 722 T 2 -2199 H 2 1510 �gg�� yy�qyyy ����77 BUtTE COUNrlt RUILDiNC DEPARTMEN APPROVED- 2J••� � 'uo �- s Q r--�r----I v. v. r--1 B1 BJ2 3 EOUAL PANELS BOTTOM CHORD I SPAN T036' R ",W PANEL POINT SPLTCE (9J2) nntlG-FIR SPRIICE-PINE-FTR 2X4 R4.8X6.n,T9h TO 36' R" 93.2.X6.0 Tn 3h' R" R3.2x9.n Tn 36' R" 274 N4.8x6.n.T54 In 30' n" 92.4x7.5 TO 34'11" R3.2X7.5 TO 36' 2" 47.41h.o TO 30' n" q%exb.n TO 291, 11- 1,10 SPLICE R2.4X4.5 TO 22' 9" 87.417.5 TO ?S' 7" 2Yn 92.4Y6.n,T34 Tn 3h' R" R2.AY6.0 TO 72' 0" 2X4 P2.4Y4.5,T2.5/4 TO 3n' 0" nnur..-FIR SPRIICE-PILAF-FIR T46 TO 36' b" T44 TO 3h' A• Tari TO 35' 11* Tdr1 TO 32' 6" - T36 T 31 7", 736 TO 24, 4 OFF PANPOINT EL n OINT SPLTCE (H2) TT2.5/0,TO 2h' b" 72.5/6 Tn ?4. 7- 2Ya R2 416 n T2 5/6 TO 36' R- T S Tl' 17' 1" T2 5/4 Tn 1 R" Symmetrical -.. . , - _ . - - _.. . - . .. 2x4 R2.aY4.5. 72.5/a TO 3n 0" - - • / 4 ) • b About Centerline - _ FILE NO.: TRUSNAL CO""ECTORS 1 R-S,vm d P�"- gLaW 20 and 18 P. H .euOW dr0 M "r0 n dM dp+.ned u 106-010117 INDICATE SRN E OF PLATE I"CHEIL .. T -36-5- 42" (24) 0/3 SP X20I-ftsdAP.�x"Ti:bwth l LENOIR: Snm oedn..nnn gnesa.daeremr0. 01aptrR mAy DATE: 3 / 1 7 / 7 9 R 5000 (-,onud ey pr""x 'TI'T: 10 r"m Pr slirL .iC'x]T" brw• T"dn w P-rdr-0..p PP nae tl 23"x.75" ot. Hp1r w" n irr. 's a wOOU "d -t o H" Fir s SpKMWJ ply ®�®y'�® REF.: S-15-78. DEA BY. T K CK. BY: RN•Pw, (ed"re q Pea 'INS: " W- W tr•S000 o"wW nth w"ry wd n d a W hwa wWm I.OSITIONIXG: "S ft -G' bx% n tS �. -W.0 reM. N Aa �. Pl - " bo bnf.d m wlh tam of m bO P"p"d w ewow0oft -mrod.r lar" owwkw& unkm dsrssn" m" -d. 1Fw O"aic IW? VW R d"apn vNr"-. w I.C9.0. RR"IS07 tro RRI1469. 8 3Igr1DOe company T 4/a y '.wN... -� .•ro������o-mow•,�.e-s.o.�w�r+r•/..s�w.x�uu.a+.ac:�t' ...us.�+..-a�wvs�. mm;. SHALL BE OF NUNINIUM P U r- SPECHE FOR TRUSS SPANS AS NOTED BEI, (Douglas E r may Gz subssis .0 wheze Hem ztr c s:ecified^)� �,— �-Y SE!_ Mt. DNS. No.1 No. 1-�:�•:S 3q. _ i �'c_ `, � wNSZ � sF,'�slr_ \o x NO 2 �. C9 sr, - ,�-_ FIR J IXIUG.FIR DOUG. FIR D0TJG.FIR -1 7UG FIR, S DO045 FIR_ s DOUG F NE>,t 'YR REM -FIR HINT -n ( H1Tv1 IN r— 14' -8" i a 2st gr ti TOP CHOW rr _ F I•: EB N,iA16E RJ -"4 SI ANDA RD RACE Eli -FIR. 20 #2 HEAI-FIR ORAS MGM) ON DE.[CN NOTES: - - .0-`Cw_ —> 713# 1060# d ` t 14$# !. _1L':zcio„ tau;nu.; andperm:.nc.4 :orsut i ,_�la;ua. forces Fe Aec; fiened Ind ptt;aid' k•y J LOADING DIAGRAM o h_��_ a Jc i�r: rssan:�s'__re:zl :ac:r. at::, axi:nvm 3'- C` o. c. Top I,L+J,L/Roof = :;2 psf —7 nxd v,,!. i_ t- sclwll ^Intl uric:oihe�!,•ise specified.___ _ _ _ DL/Ceiling = 10 p:;f ' ".O�:c11:n' a izt^_!7I !itnt ire;', a5 S.lu.i .^-"t . .. r: 241-0" clear s Baa c' FE - 2. 4x.'i . 5 _k,,'2 0- Block 4/1 ' 41 2x4 or 2x6 See Chart R-4. $x12 Hin_#1 R -4.8x7.5 Hit # R -1. 6::3 12 -�� 4 o: higher etch3. 15°0 increase in allc;,abtc unit str-,sses used for short duration loading. # (5 psf ceiling load reduction taken on Hip #1 only R -4.8x12 Hip #1 R -3.2x7.5 Hip #2 2 54:^11 f ' 91,0# ' �-� - - ---. d �1 T� C L� FORCE DIAGRAM b ^ • a uu ' Y xse� I 1000# onta /F JF COUWY S 0 Iss rOFi NG DEPARTMEM =�= Mo. 339i` 7070 .E - Jama F. •• �Meeoaam ��. ROVED � l Sra,Lf " Alt. Splice t (. R-1.6x3_,,R-3.2x7.5 (No SPI) I 1/4" �o mto 2x6 BC. Rc7.2'x91 2,x4 BC R-:. Sx1La NS .81_0t1 .._ t, NECDruIM �`ti _ _-- L/2 = 121-4" Max. Symmetrical About Centerline' _ CAMBER TO 3/8" yj 8H - 24 - 4. - 42 # #14 2 TRUSWAL CONNECTORS t f;.5:Wwe OIPrimo a Lhty 20 atu 189a. it ga)vaf%aW s,'ee: o1oW and we disi .gnod es WIO.sRF. : DIGITS INDICATE SOF PLA rE IN I.NCNES. . N0: Fife WON 201,rowoe bF peL. 'T')• 9 1ee1n p�::.d. in., . t 2"aA t" brq. T3c[n wo purr�+od Nn qs too'+ a:.10"..25" o.c Ndes are m bx. LUMBER: Shoff be of my.aee d -1, 91e aaeo (Or -+,'-as F-1 ma7 late: .12!1174 R,5000 pit %F 0 or Preh. -W i t0 tabu- :w ep m ..10" c.32- bog Teeth we qa + ,c ria nr N b w.25"..75- o c HOles are m bite. Ue subsWa:a rite a HMr.:n r.. oWP.-Som_enc"ro0) . Ck. 2y' ,�9 RN -Plate (I 86 Oy Praha `Rw y i& a egaP.-Sommrp Gal -Som eaiw z S evoly.lM1d N ran neem aM ,e _ a:y d. tt$III _ "G' i l7Kat84 Id Oa stock ae40.OrionPrioaro :0 go rtni' R -5-15-1 Ocs. 3y: M POSITIONING: Pians srten be Wj:-1 Pit Wh lace: Of�rus rV;Ialagd M Moo cervzten;rs�nnw. n io if :w'*ara uNR:e w-;. -too. iFat 0.-6.yyn vahreG:.sa+ I C e.Q. HR.1607. lElfl I L IviP/� S� ilei T _JS'a> ff_,ZS`DDdS=9YVSJ I. a signode company i�" '; � tri • O • •6 t0• oa�Y39 io 6 11_: 42 ..65. i9., 2x 4 a8 a 40 2 38 e T u 3 3 o r ' WEB MEMBERS 2" STAgDAGO OR STUD GRAM lEW+IR. 20 It HEM -PR OR AS NOTED ON DESIGN - • ) LAI PARC 9R.ACT NG REQUIRED FOP SPAN s 37• ' PEAK JOINT DETAIL A• S. 2x6 R4.617.5.TSe 4e' 8. 3.5 4.8. 5 2X6 Pa.Axb.0,756 42' 0. 2.0 4.8, 5 2X6 R4.Ox6.0.T46 3ti' A• 2.0 4.0, 4 2X4 R4.(IX6.0,T46 44' N• 3.5 0'n, 4 2X4 r.&.nxa.5.T46 42' 0. 3.5 4.0. a r 2X4 Ra.OX4.5.T44 36' A• 1.5 14.0, a -12 S.aO 7'3 OFA' TJ3 1S" MIN(SPI.) II (•) r� wnu� :•,.rP. ;- 1�2�f-. •:.•w=:.'.:. _..w.::._ -..s ,rP: �. r.- '..i a��.w T)fwOa"r rY. wrcaw•www,a,w. 57� 46 • 4A r:iw. •1 �.! b 91 aa�me.w.rwruvarrsiyeua.zwoaur.rri• w ar'p rurYaD.7 rrW on S o.r�.as�rF Gv afwarwWbl?Abr+wrWv► 7. Abrr1, aa.'4 w o.•.A OA P 4e 1 1 3 '1 U 1^ w moo,w.ww r.r wrp r,.a��..•,• w rpw 1..j}p r iArr ar,wlp I.m.•.� aIa w11w:.a.Ic- OFF PANEL POINT SPLICE (T2) 2x6 Ra.nXb.0,T46 TO OR' P• 2X6 P4.0X4.5,TQn TO a2' 0" 218 R2.4X6.0,T2.5/6 TO 4A' A• 21a R2.aX4.5.T2.5/4 TO 36' A. PANE1. POT' -T SPLICF. (TJ3) 296 R5.hV7.5,T5P TO W 8' 296 Ra.Ax6.0.T56 TO 42' n" w Log o a PON rw,aa.r n woe. SPaCEP 2&.0O.C. r 5.0:12 PITCH_ , r,/a CnF FIrrRATInN , LL•DL nN kPOF T 32.0 PSF DL nm CEILI''G = 10.0 PSF • TOTAL DESIrf" tnAO = 42.0'PSF • • 5 PSF CEILING PECIICT101' TAKEK, AXIAL STRESS 0k'LT LnAO nORATTnd IVCRE►SF = 1.15 I.AA1141J•" TWUSS •IErRER FnRCFS REACTION= 177A T( -377A H 1 3AR7 0 1 -534 * 3 -881 T 2 -3309 A 7 2794 2 561 • 4SUITE CO T 3 -2301 - V ' BUILDING DEPAMACkit 2Ya Q41 6.0,T56 Tn aA P 210 Pa.094.5+,T54TO 36' R• PANEL PnTk-T SPLICE (TJ2) tt i� �f+ 1, .,�T• •• �'� - ..•- �; ,��. �!" .! 1, ..�aA. �� r, >!�`'�.y- v_ t--L`q.i; .1�rF `• = - :� -� 1,<w 3. � r+. "�• ,SnF'f ). .r �1r• C` .3 l.�wi '7c-" �r 216 P5.6Y7.5,TSR TO 48' A" ETA B1-- (.0 SPLICF ' �: v..-.. ... �,.. �:a 216 R4.PY6.O,T5b TO 42' n' APP BJ3 R2.aXn.5,Ti4 Tn 4P'.'A. 1'z! R2.4ra.5,72.5/4 TO 42' (J" 2X4 Ra.8X6.0,T56 Tn OR' A• R2. a'3. 0, T;).5/a In 30' n' 2X4 R4.0x4.5.,T54Tn 36' A' SPPNCF-P),(E-FTP. R5.6X7.S.T58 TO 48' A•(04=2Xa) NO SPLICE Ra.nx9.o TO 49' 8" 9&.01105 TO a8' 7,2 TJ2 RI b x3.n,T3/1.5 TO OA' R1.6Y3.n,T31 TO 42' 8" n",,6 -- PR TO aft' Int RO.BYi. 1), T31 Tf) 3n' n• ' ���_ v '" c:u >•., W�vI 83.2X105 TO 42. 71 1 S�Aiv 3� + 29( y`� �� \ a41u1 �� 1.S_ IN(SPI.) R3.2X7.5.T38 TO 48' 8•(N4=2X4) R2.4Ya.5,T2.5/a TO 48' A" R2.4x7.5 TO 31' 6' equal TO 32' 7• _ .I WR � ro a i aam.r ewe wt RT a� • w .+�� n *.4•. > +'L -sap- - ��� tt i� �f+ 1, .,�T• •• �'� - ..•- �; ,��. �!" .! 1, ..�aA. �� r, >!�`'�.y- v_ t--L`q.i; .1�rF `• = - :� -� 1,<w 3. � r+. "�• ,SnF'f ). .r �1r• C` .3 l.�wi '7c-" �r ,✓�M��++t'L��,�.M t. F _ i-+ - -"a � _ r �;:--�`.,a•�, --- Y,� 'tea r �'�t:+^. s.i?: 3�: +`� '4s..�.Y .ia.�'.i'}�wrl.. :.,�+��..�_ � � -1•i+r: .a �. al}') � Si'?5V"�:7,1.: B2 ETA B1-- 'G�•aY •-_:�J .�w"'�°tAi '�t .:7��': -ni tr1;- :,,,�._.`F,,'y"�e.,..,_.., `J _.......-.T.S�'.:.... s:.. �,+-.. _ :...�.;._,_...... ' �: v..-.. ... �,.. �:a 4+.�:• s� �j _ ..�,'- ! �1'� ;..2r .✓_orr,�.. .t. _ -- .�.:I BJ3 BJ2 4 EQUAL PANELS BOTTOM CHORD • SPAN TO 4P' 9• PANEL POINT SPLICE (BJ3) PA%FL PONT SPLICE (8.12) 01r, -F R - SPPNCF-P),(E-FTP. R5.6X7.S.T58 TO 48' A•(04=2Xa) Pa.AX7.5.T58 Tn 4R' R• Ra.nx9.o TO 49' 8" 9&.01105 TO a8' A• R4.80.S.758 TO 42' n•(w4=290) Pu.AX7.5.T5b TO 42' n• R3.2x9.n TO 48' 2' R4.Ox9.0 TO aft' 6• R4.8X6.O,T56 TO 36' 8'(0r4=2Ya) P4.816.0,T56 TO 36' A• 83.2X7.5 TO 44' 7" 83.2X105 TO 42. 2' NO SPLICE Nr SPLICE 4.2X6.0 TO 35 -le" R3.2X9.n TO 30111' R3.2X7.5.T38 TO 48' 8•(N4=2X4) R2.4Ya.5,T2.5/a TO 48' A" R2.4x7.5 TO 31' 6' 83.217.5 TO 32' 7• R3.20.5,7`2.5/A TO 42' 0•(04=2x4) R2.413.0,72.5/4 TO 3n• n" R2.4X7.S.T2.5/8 TO 36. 8-(N4=2X41 Q0uG-F•IR SPRUCE -PINE -FIR T58 TO 4R• A- T58 TO 49' A" RN3.2XtO5 TO 48' 2' wF,3.2x105 TO 45' aA TAIT TO 43.11'. T47 TO 40' o• OFF PANEL POINT SPLICE (42) 146 TU 37' 90 T46 Tn 35' 1' 83.2Xh.0.T46 TO 48' A' Tay TO '%I 7' T4S. TO 29' A• 3;mlmehical R3.2X6.0, T36 TO a2' 0" About R2.4Y6.0,T2.5/6 TO 36' A• Centerline f1rE ND.TIRRMK OOf�CT011• t R•s,�w r rw alralr m.Ia la �. n •r.cmr rrr rr rr w ratlpiw.a alts - <+ , a(4na tO4ATt � of PL ATI M INCHIM - T -46-5- 420 (24) 6/4 _ �jRMasaAgOW'ri:a.rfar4k.1RIT'bpTrralw,rOrAro.rlr,r.70tffi'weNOYawYOa Mrrtmalre.a...nwo.e.aaara.sa(�o.�a•e Nftl DATE 4/19/79 SPF _. 11 44-•00.4 q/✓ti In:w...•Ir: MIIAL m•.]T•wpT..Mw vara,.. o. 1aa r.W'.LW ec NOW wM -. dtorte waw NW- rWMAWJ..- PIrc+A M n.a• �arT: • a.re wa400 eanr.or rw w,.r ane.rl r am rr aa. warA -�s;Si `:i; -M, Mfib -Or aavra a a.. aa.a rrw AA W1 w 20 F , ,_ P: Alii_ . 5-15- 7 A OEf. tiV: T K CLL tY:. .,P' rgl.Ylr..M LC1Q/t1rtl7 Iwi1t{L /'�T aTa��WOI/L.Ioo.aO.N�IaYaa111�.ErlraOaaava.arYwo•airwMw Orarawll�Olasab.rawlrl..._K.I mom rr .I WR � ro a i aam.r ewe wt RT a� • w .+�� n *.4•. > +'L -sap- - ��� tt i� �f+ 1, .,�T• •• �'� - ..•- �; ,��. �!" .! 1, ..�aA. �� r, >!�`'�.y- v_ t--L`q.i; .1�rF `• = - :� -� 1,<w 3. � r+. "�• ,SnF'f ). .r �1r• C` .3 l.�wi '7c-" �r ,✓�M��++t'L��,�.M t. F _ i-+ - -"a � _ r �;:--�`.,a•�, --- Y,� 'tea r �'�t:+^. s.i?: 3�: +`� '4s..�.Y .ia.�'.i'}�wrl.. :.,�+��..�_ � � -1•i+r: .a �. al}') � Si'?5V"�:7,1.: �r` �'. L� 4• Z,� -:�. )�.��' .Y.'. .,: >,'''c '1 {- - •�.y4 .K7 _ Lt Y- {,i.a'3 ' N`. : �.3;#�_�t - ':h ;;�'r �^^� s `t '„y. ,,++ ac.._ t *7.•�t•M<*:- `�-T•.y •'-....,:u. `'•�-K`°'�• "-.btt...p.l �'y-,{.-�`_a-.�. 'G�•aY •-_:�J .�w"'�°tAi '�t .:7��': -ni tr1;- :,,,�._.`F,,'y"�e.,..,_.., `J _.......-.T.S�'.:.... s:.. �,+-.. _ :...�.;._,_...... ' �: v..-.. ... �,.. �:a 4+.�:• s� �j _ ..�,'- ! �1'� ;..2r .✓_orr,�.. .t. _ -- .�.:I . LUMBER SPECIFICATIONS TOP CHORD 2X4 at OF -L BOT CHORD 2X4 si OF -L WEBS 2X4 STANDARD OR STUD OF -L + WEB s6 IS 2X4 CONSTR. OF -L PLATING IS FOR R-5000 SERIES / DF — NOTE: LOCATE INTER -PANEL SPLICES AT 1/5 PANEL LENGTH •/- 3 INCHES FROM EITHER ENO OF THE PANEL INDICATED. 4 R-5000 I UBC 124.00O.C.-I 1/29/86 RN RDViTRUS® DESIGN FILE- SC -34-5/3-36- REF.. ;r—A--5-9098 L----- MEMBER FORCES FROM LEFT TO RIGHT: TOP CHORD BOTTOM CHORD WEBS REACTIONS T 1= -5907 8 1= 5621 N 1= -331 N 7= -?87 REACTION a 1= 1054 T 2= -5561 B 2= 4837 W 2= 556 W 8= 449'• REACTION a 9= 1054 T 3= -4495 B 3= 4052 W 3= -561 W 9= -S61 T 4= -3431 B 4= 4051 W 4= 450 WIO= 556 BEARING AREA REO'D ISO IN) T 5= -3431 B 5 4836 W S= -788 Wtt= -331 BEARING o 1 2.60HF/ 1-69DF T 6= -4494 B 6 5619 N 6= 2423 BEARING a 9 2.60HF/ t-69OF T 7= -5559 T 8= -5905 TRU83 LOADING ICON 1) LL*DL ON Tor CHORD = 20.0'rar DL ON CEILING = 10.0 PSF ■ TOTAL DESIGN LORD = 36.0 PSF s s 5 PSF CEILING -REDUCTION TAKEN(5/8' DRY WALL) LORD DURATION INC"EASE = 1.25 PLATE ROTATED 90 DEO. w 4060 • 511 (S)--.' 244 4860(S) '(NS)2445 QgQE �SSlOyq�,, GR fCo�!`2c1 C No. X304 0 vi AIF OF ICP BUTTE T E COUNTY SUILDING DEPARTMEN) APPROVED 2445 1.5"(S)L}$ 2445(NS3 0 T R U C f I J W S Y S T E M S TRUSWAL SYSTEMS CORPORATION A BIONODE COMPANY 17 75 THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT TN LORDS UTILIZED ON THIS DESIGN MEET OR EXCEED THE ACTUAL DEAD LOADS 1MP06ED 8Y THE STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCP.L 8UILOING CODE OR H 16TOR]CAL CURRY ICRECORDS• NO RE6PON BI BILIT7 16 AS5UME0 FOR D1MEN 570NRL ACCURACY. VER7FI ALL DIMENSIONS PRIOR TO FASA ICRTION. CONNECTOR PLATES SHOWN FIRE TRUSWRL 16. 18. OR 20 GAGE AS SPECIFIED. FRBRICATION SHALL COMPLY WITH THE-OUAL.]TT CONTROL MRNURL- OF THE 7RUbE PLATE 1N 67'7U7E (7PII RND THE INUSWAL TRU6COn MRNURL. ALL PANELS NOT SPEC IFICR LLT DESIGNATED ARE TO BE EOUALLY 0 VIDED. a DENOTES SPECIAL CUTTING. ONLY LATERAL BRACING REQUIRED OF INDIVIDUAL TRUSS MEMBERS IS N07ED ON THIS DRAWING. THIS OE61 GN LINGIASSUMES THE TOP CHORD TO BE CONTINUOUSLY BOTTOM HOBRACED BY HALLSHEATHING UNLESS OTHERWISE L SNOTEEX EDING NO RIGIDCEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD. 77 SMALL 8E BRRCEG tRi INTERVALS NOT EXCEEDING 10'-0-. PERSON£ ERECTING TRU66ES ARE CAUTIONED TO SEER PROFESE]ONFIL ADVICE REGARDING TEMPORARY ERECTION BRRCING NHIC. 16 ALWAYS REQUIRED TO PREVENT TOPPLING AND -DOMINOING'. REFER TO 'BRACING WOOD TRUSSES, COMMENTAR `, AND RECOMMENDRTIONS- [7P)Ii NHERE CONFUSION .MAY EXIST CONCErrNIpG PROPER FIELD ERECTION. CLEP. RLY MR RM 111TERIOR BEARING LOCK TIONS. CANT]LEVERS. P. N i] INE CHORD; OF THE TRUSS TO PREVENT IMPROPER INS -1 RLI A7104. TRUSSES SHR LL N07 BE PLACED IN ANY ENVIRONMENT !HAI WILL CRUSE THE MOISTURE CONTEND OF THE !' W000 TO EXCEED 19'L RND/OR CRUSE CONNECTOR PLATE CO RRCS101:. -CANBER. WHEN NECE5SARY. IS HEST DETERMINED BY JUOIC14U5 RP PLICATION OF E%PER]ENCE FIND THE Ef ORE 15 OUTSIDE TME SCOPE OF RE£PONe!CIII TT OF 1P.0 SW RL• c Gil i(! LONGFELLOW LUMBE <2348> CB UANDARD PARR INC DETAIL t any web Configuration '_ju 0 '1'-32 Typical 12 Ma X. (off panel I)Oillt) 12 Max. (off panel. point) Ftirring for any 2.1"0. c. 'ri"Uss" with 101)sf I)Ottoni chord j(_)jj(IiIjg 1.1 L.= 101-3" 111 Doug.. Fir 91-1.111*112 Doug.r. it, 5 Const. DOII�,. Pi . r S c! I - 5 It F i 8 111 Hui-n-T-Oill 10" /12 [teat -1." it 71-6 11 . Const. Jlem-Fir �� ` i' SUITE COUN"rf MADING. DEPARTMEN7 APPROVED. STD- FURR'M: DI"I'AH, A DNI 1*., FILE NO. J DATE: fIEF�: Ik 21! - I P [J5 HY' Gjj LUMBER SPECIFICATIONS MEMBER FORCES FROM LEFT TO RIGHT: - TOP CHORD 2X4 sl HEM -FIR TOP CHORD BOTTOM CHORD WEBS REACTIONS s2 DF -L T 1= -9118 B l= 8416 N l= 2508 W 7= 368• REACTION o B l= 3780 s2 OF -L T 2= -8416 B 2= 12769 N 2= -4946 N 6= -2292 REACTION o B 8= 4260 T 3=-12769 8 3= 15592 W 3= 1662 W 9= 2141 3�COMFLETE_T_RUSSES—REOUIREDI TOP CHORD 2X4 s2 HEM -FIR T 4=-16825 B 4= 15592 W 4= -3207 W10= -5955.' "'" " CONNECTION REOU[REIIENTS s2 DF -L i 5=-14807 B 5= 16825 W S= 138 Wll= 2987 BEARING AREA REO'D ISO IN) T'C:'1CONNECTIONTROOUIREMET 12" O -C- •2 DF -L T 6= -9567 B 6= 14807 N 6= 1400 BEARING o l 9.33HF/ 6.OSDF T 7=-10364 B 7= 9567 BEARING o 8 10.52HF/ 6.82DF B.C.160 NAILS STAGGERED AT 12' 0-C.� BOT CHORD 2X6 WEBS 160 NAILS AT 12' O.C. THROUGHOUT +„sP*srb7+te:FA':3t�► i SEL.STR. DF-L.x�s� :1, +►5.?s:�.e .?:5.*�-� TRUSS LOADING ICON l) -r:e �r `.=:u�tz.• �.� » SEL-STR- OF _ LL•DL ON TOP CHORD = 26.0 .PSF` .�7Fa'9 i*35. taos4eZ +a •., _ . _o .. xer._,ar�p�i- WEBS 2X4 STANDARD OR STUD DF -L OL ON CcILING = 12.S PSF PLATING IS FOR R-5000 SERIES / OF TOTAL DESIGN LOAD = 111-5 PSF 42' :1' M[P TRUSS FOR SET BACK ADDITIONAL LOADING NOTE: TTUSS notsy metrical', ((PLATE- S . PLATE- OF 8' 0' FROM END WALL UN[F: TC VERT 39.0( 39.OLL) PSF FR 8.0 TO 34.0' CONC! TC VERT 485.31 485.3LL) LBS AT PANEL POINT 2 instalfin accordance with desl$n NOTE, LOCATE INTER -PANEL SPLICES AT 1/5 CONC: TC VERT 48531 485.3LL) LBS AT PANEL POINT 7 1 -_ PANEL LENGTH ./- 6 INCHES FROM CONC: BCVERT H.N CLBS 25 DDIST 2! '' specifications. Q�OFESSr LOURTIOINCREASE ( EITHER END OF THE PANEL INDICATED. Q 'I wl GRP ALTERNATE SHOULDER DETAIL IC�CN�� Cid . _ 5675 4Q, No. C3045 li ` WAR 31 W 1 �S7Ftz . I�.Q Z Z `sl9 CIVICor r� 4860(S) l2 S 2445 2460 (NS) 244s 4860 5� 5 12 s (7 _ �._ Ds I N MIN 2445 CW R-5000 I UBC 124.00' O -C --I 4%21/87 RN RNTRUS® DESIGN FILE- On -42-5-16. REF- g--'9 �115 2445 (NS) 0830 244S (NS) 2445 32450 3290 I �( 7290(S) 7290(S) I (. - ��'�l.n• •• 1/$O� a3si�'$'"f'�=� 3'",c1?i>ilfoii't"5I OVERALL SPAN "� SUltDING DEPART FNT II I6 THE RE 6PON6181L1TY OF OTHERS 10 RSCEN7RIN THAT THE LOq b 117'k 1'-,b 0 7 EXCEED THE ACTUAL DERO LOA06 ]MPO6ED BY THE S1RUC7 URE AND THE LIVE 6L�OROb1'MPDSE 0 1"E C� `L3)NO LOGE OR H15TORI CRL CLIMATIC RECORDS. NO REbv ON57 BILI TT ]5 AS MED FOR'i O7 E1N5 : 1. CC' VERIFY ALL DIMENSIONS PRIOR 70 FABRICATION. CONNECTOR PLATES SHOWN ARE TRUSWAI 16. 78. IR 7 GA DE A SPECIFIED FABRICATION SMALL COMPLY WITH THE-OURLIIT CONTROL MRNURL' Of INE 1RU66 PLA FE INSTITUTE !IPI! ANO 7ME I RU6WAL IAUSCOM MRNURL. ALL PANELS N0T 6PECIFIC ALI.T DES, ON TED RRE 10 BE EQUALLY DIVIDED. • 0ENOT E5 SPEC IAL CUTTING. GNLT LRI EARL BRACING REQUIRED OF INDIVIDUAL TRUSS MEMBERS IS NOTED ON 1H75 DRAWING. T R U'S W R:L THIS DE610N ASSUMES THE IOP CHREC TO BE CO NIINUDUSLT BRACED BT SHEATHING UNLESS OTHERWISE AL STATED. WHERE NO RIGID [EALING 75 APPLIED OIRECTAR TO THE BOTTOM CHORD. I1 SHALL BE BRAC REGAT INTERVAL NOT EXCE EOA NG 1D•-0 PER60fIb ERECTING TRUSSES RRE CAUTAONED 10 MEEK PROFESS IOWAL ADVICE REGARDING TEMPORRRT' ERECTION BRACING WHICH 16 AI.WA75 RF.�MIREO 70 PREVENT TOPPLING AND -DOM]N01 NG'. REFER TO '6P.ACING WOOD 7RUSSEb: S Y S T E M S COMMENTARY AND RECOMMENUAI IONS' CTP11. WHERE CONFUSION MAY MET CONCERNING PROPER FIELD ERECTAON, CLERRLY AINTERIOR BEARING LOCATIONS, CANTILEVERS, ANO THE CHORDS OF THE TRUSS 70 PREVENI IMPROPER JINSIRLLAMIIROAN. TRUSS E6 SHALL NOT BE PLACED IN ANT ENVIRONI!ENT THAT WILL CAUSE THE MOISTURE CONTENT OF IN' FRUCWAL SYSTEMS CORPOCnTION A SICNODE COMPANY WOOD 70 EXCEED 1D:! ANO/OR CAI],'.° COHNEC7nR PLATE CORKOSION. CAMBER. WHEN NECESSRRY. IS REST DETERMINED BY JUDICIOUS RPPLI CATION OF EXPERIENCE ANI) THF P,CFG•HE 15 OU7579E TME SCOPE OF N2SPON6IEIL111 OF TRUSNAL• 71 ' LONGFELLON LUMBE -4692> a) C]0ObC)C)!CO04 LUMBER SPECIFICATIONS MEMBER FORCES -FROM LEFT TO RIGHT: 12 SS75 2445 2460.(.NS): 2445 4860 5675 12 TOP CHORD BOTTOM CHORD WEBS REACTIONS TOP CHORD. 2X4 G 3275 2445 2445 (NS ) 0830 T l= -2809 B l= 2592 N L= 750-W-7= — 5S REACTION o B I= 1302 7290(S) T 2= -2592 8 2= 3865 N 2= -1445 N 8= -722 REACTION 0 B 8= 1302 s1OF-L T 3= -3865 B 3= 4SOL N 3= 398 W 9= 398' TOP CHORD 2X4 s2 MEM -FIR T 4= -4501 B 4= 4501 W 4=• -723 W10= -1445 s2 OF -L T 5= -3865 B S= 4501 W 5= SS WL1= 750 BEARING AREA REO'D ISO IN) s2 DF -L T 6= -2593 B 6= 3365 W 6= 0 BEARING 0 L 3.21HF/ 2.08DF BOT CHORD 2X6 s2 HEM -FIR T 7= -2809 8 7= 2593 BEARING o 6 3.21HF/ 2.08OF s2 OF -L TRUSS LORDING ICON 1) s2 OF -L LL.DL ON -TOP CHORD-= 26.0 PSF WEBS 2X4 STANDARD OR STUD OF -L OL ON CEILING = 10.0 PSF ■ PLATING IS FOR R-5000 SERIES /;OF TOTAL DESIGrl LOAD = 36.0 PSF a 5 PSF CEILING REDUCTION TAKENIS/8' ORT WALL) LORD DURATION INCREASE = 1.25 NOTE: LOCATE INTER -PANEL SPLICES AT VS PANEL LENGTH ./- 6 INCHES FROM EITHER END OF THE PANEL INDICATED. ALTERNATE SHOULDER DETAIL 5675 II _ rr PLATE COOE SPACING SATE R-5000 UBC 24.00' O.C. 4/21/87 RN RDVTRUSO DESIGN _ llUIL�� N DEPART1�tENT 42.T_ fo 0VERAL1L SPAN IT I6 THE RESPONSIBIL17-1 OF OTHERS TO ASCERTAIN THAT THE L(Ot1US 41TIL ZED TW OE EE EXCEED TME ACTUAL DEAD LOBOS IMPOSED BT THE 67R UCTURE ANO THE LIVE LOBOS ]MPOSEO8Y -HE OC L 8 ING COOS OR HISTORICAL CLIMATIC RECORDS. NO RESPONS]?]L ITT TS ASS ED FOR O1ME Nfi IONRL ACCURACY. VERIFY ALL 0 1 MENS DNS PRIOR 70 FABRICATION. CONNECTOF PLATES SHOWN ARE TRUSWRL 16. 18. OR 20 GAGE RB SPECIFIED. FABRICATION SHRLL COMPLY WITH THE 'DUAL I TT CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE 17P11 AND THE TR US NAL Tri USCOM MALI UAL. ALL PRNELL NOT SPECIFICALLY OESIGRATEO ARE TO BE EQUALLY DIVIDED. n DENOTES T R USW RSPECIAL CULT ING. OII 7H LRT ER AL BOATING RE OI mU OF iNO1RC a TRUSS MEMBERS 18 NOTED ON THIS ORR WIND. THIS DE SIGs q55 L'MEL THE TOP CHORD TO BE CONI IHUOUSLY BRAC EO BY SHERTHING UNLESS OTNERW ISE 6TRTE0. WHERE NO RIGID CEILING IS APPLIED 01REC7LY TO 1HE 0077 OM CHORD. IT SHALL 6E BRRCEO.RT 1NlERYRLB NOT EXCEEDING 10'-0'. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFES51ONAL AO'IC E AEGARO]NG TEMPORARY ERECTION BRACING WHICH 1S ALWAYS REO!'IREO TO PREVENT TOPPLING AND 'OOMINOING'. REFER TD 'BRACING WOOD TRUSSESr COMMENTARY AND RECOMMENOAl10N5' (TPI I. WHERE CONFU610N MRT EXIST CONCERNING PROPER FIELD ERECTION. CLE RLY MARK INTERIOR BEARING LO CRY NS CRNI I- VERS ANO 7HE CHORDS OF T E TRU T R T S Y S T E M S CAU" 66 O P EVEN 1MPROP EA FILE• 8M -42 -S -36m REF. � F IN57RLLR710N• TRUSSES SHALL NOT BE PLRCEO 1N ANY ENVIRONMENT THAT ;ILL CAUSE THE MOISTURE CONTENT OF PINE A�QI.6,I 4� TRU9;aL 9TBTEM9 CORPOARi[ON A 9[ONODE COMPpNr ;000 10 EXCEED III ANO/OR CRUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST DETERMINED BY ROD RPPIICR I_ OF E>.PERIENCE AND THEREFORE 15 OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSWRL. - 72 LONGFELLOW LUMBE 44693- O D OObC31M04 . . : .� �6;��..�:. .:. ,aria'L•�i�soesss.'rw:msv'�is:sSi+"�ilflllr�.'.3i•fEGr' . O �•'F'"`.w /AYii.�o�d 4;.�M ' 'i.Weaui'_v..::.m.. __. 1. 3_• 4860(S)' 12 SS75 2445 2460.(.NS): 2445 4860 5675 12 5 D QS G 3275 2445 2445 (NS ) 0830 2445 (NS) 2445 2445 3275 7290(S) 7290(S) -- .. ... _ .,. "^`►.-"`':,.s•.. ..r+;ya:-'7'"���zr+tyRY6rya�,Y`+^-'•_"e.t'-i't.^,et•ei•,..-,a•.rRa.PM9Y.�+'+`<cr...a+::*zg....:tnw;w� •9 . n A . n." a }.tis.. nrarx .e< A • ,}.r a S "T".^ tii'':+i' L GU 17. _n A . _ rr PLATE COOE SPACING SATE R-5000 UBC 24.00' O.C. 4/21/87 RN RDVTRUSO DESIGN _ llUIL�� N DEPART1�tENT 42.T_ fo 0VERAL1L SPAN IT I6 THE RESPONSIBIL17-1 OF OTHERS TO ASCERTAIN THAT THE L(Ot1US 41TIL ZED TW OE EE EXCEED TME ACTUAL DEAD LOBOS IMPOSED BT THE 67R UCTURE ANO THE LIVE LOBOS ]MPOSEO8Y -HE OC L 8 ING COOS OR HISTORICAL CLIMATIC RECORDS. NO RESPONS]?]L ITT TS ASS ED FOR O1ME Nfi IONRL ACCURACY. VERIFY ALL 0 1 MENS DNS PRIOR 70 FABRICATION. CONNECTOF PLATES SHOWN ARE TRUSWRL 16. 18. OR 20 GAGE RB SPECIFIED. FABRICATION SHRLL COMPLY WITH THE 'DUAL I TT CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE 17P11 AND THE TR US NAL Tri USCOM MALI UAL. ALL PRNELL NOT SPECIFICALLY OESIGRATEO ARE TO BE EQUALLY DIVIDED. n DENOTES T R USW RSPECIAL CULT ING. OII 7H LRT ER AL BOATING RE OI mU OF iNO1RC a TRUSS MEMBERS 18 NOTED ON THIS ORR WIND. THIS DE SIGs q55 L'MEL THE TOP CHORD TO BE CONI IHUOUSLY BRAC EO BY SHERTHING UNLESS OTNERW ISE 6TRTE0. WHERE NO RIGID CEILING IS APPLIED 01REC7LY TO 1HE 0077 OM CHORD. IT SHALL 6E BRRCEO.RT 1NlERYRLB NOT EXCEEDING 10'-0'. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFES51ONAL AO'IC E AEGARO]NG TEMPORARY ERECTION BRACING WHICH 1S ALWAYS REO!'IREO TO PREVENT TOPPLING AND 'OOMINOING'. REFER TD 'BRACING WOOD TRUSSESr COMMENTARY AND RECOMMENOAl10N5' (TPI I. WHERE CONFU610N MRT EXIST CONCERNING PROPER FIELD ERECTION. CLE RLY MARK INTERIOR BEARING LO CRY NS CRNI I- VERS ANO 7HE CHORDS OF T E TRU T R T S Y S T E M S CAU" 66 O P EVEN 1MPROP EA FILE• 8M -42 -S -36m REF. � F IN57RLLR710N• TRUSSES SHALL NOT BE PLRCEO 1N ANY ENVIRONMENT THAT ;ILL CAUSE THE MOISTURE CONTENT OF PINE A�QI.6,I 4� TRU9;aL 9TBTEM9 CORPOARi[ON A 9[ONODE COMPpNr ;000 10 EXCEED III ANO/OR CRUSE CONNECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST DETERMINED BY ROD RPPIICR I_ OF E>.PERIENCE AND THEREFORE 15 OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSWRL. - 72 LONGFELLOW LUMBE 44693- O D OObC31M04 . . : .� �6;��..�:. .:. ,aria'L•�i�soesss.'rw:msv'�is:sSi+"�ilflllr�.'.3i•fEGr' . O �•'F'"`.w /AYii.�o�d 4;.�M ' 'i.Weaui'_v..::.m.. __. 1. 3_• 21_ 0 l E TACK 2' 011 TYPICAL -OP CHOP -P '5I7E -p. FMATC_+i H I P TRLJ�f VE>`TIGAL COVE EACH TOP GliC9D PANEL Fal.T 11045 \.O + ZT --f FI GAL_ H 1 -`' P � R� PI_�IMh16 PR V--5oC1oi.5LI`IE5 I GALIfclZN1/.\ NIP TRL - r Np is C,0, m, I 50 FILENO'.'-- . fl -F -R. 1146 I-jA I L. DATE: ,l/ } TIM REF.: ,. �j eul_ DES. ®V: 66 CK. RY:/ 9 2160 E. bMNA1 AY♦ •Vi IN uauO r.• u�au _.•-.—_.. —_ ®�"� LUMBER SPECIFICATIONS- ` " MEMBER FORCES FROM LEFT TO RIGHTS TOP C110RD 2X4 •1 MEM -FIR TOP CHORD BOTTOM CHORD NESS REACTIONS T l= -6099 B 1= S630 N 1= 1896 N 4=. 4171' REACTION o B 1= 3496 2 OF -L T 2= -3681 B 2= 5630 W 2= -2527 W 5= -2767 REACTION o B 4= 3924 2"COMPLETE�TRUSSES�REOUIRfDi T 3= -3388 B 3= 0 W 3= 733 BOT CHORD 2X8 s2 HEM -FIR %7 CONNECTfON`=REOUIREMENTS a2 DF -L BEARING AREA REO'D (SO IN) T.C. 16D NAILS STAGGERED AT-12"'O:C.-- BEARING o l 8.63HF/ 5.59DF B X . 16D NA[LSsSTAXERED AT 5' 0•C: } a2 OF -L BEARING a 4 9.69HF/ 6.280E WEBS'160 NAEL-S L•12' D.C.- THROUGHOUT' WEBS 2X4 STANDARD OR STUD DF -L �^ LPLRiINO IS, FOR R-SOOO�SER[ES�/,EDF y pca + - sw y" GIRDER LOADING (CON I):�OftSSlO. *" LL*DL ON TOP CHORD = 52:0 PLF ( O Q /%9 11' O' GIRDER LL+DL ON BOTTOM CHORD = 555.0 PLF ` ` TOTAL LOAD = 607.-0 PLF � w GR �o F'� NOTE: LOCATE TOP CHORD INTER -PANEL SPLICES ADDITIONAL LOADING 6 r/� �a✓ C/ AT 1/5 PANEL LENGTH «/- INCHES. Q BOTTOM CHORD SPLICES MAT -BE LOCATED uN[F: TC VERs 78.01 78.OLLa PLF FR 7.7 TO 11-0: TO OPTIMIZE LUMBER WITHIN THE UN[F: TC VERT 52.0( O.OLL) PLF FR 0.0 TO 11.0 PANELS INDICATED. CONC: TC VERT 485.01 485-OLL) LBS AT DIST 7.7' UNIF: BC VERT 555.01 O.OLL) PLF FR 0.0 TO 11.0' 4045 N0. C30450 LOAD DURATION INCREASE = 1.25 NAR 31 '88 OF� 7 4045 4075 of i j (0 YD 3'-0.4• 11'-0.0" OVERALL SPAN > RUM PLA TL CODE 3FRCINO 0R1 17 16 THE RESPONSIBILITY OF OTHERS 70 ASCERTAIN THRT TNEJVOAOSlUTIX%RED 1��N7¢p QEI T EXCEED THE R-$000 UBC 24.00.1 O.0 • 4/21/B? RCTURL DEAD LORDS -IMPOSED -BY THE STRUCTURE AND THE L7 YE 'L OAD887MP.pS£D 1^'CWMAEh CODE OR MISTOAICAL CLIMRTIC RECORDS. NO RESPON6IBIL ITT 75 Rb6UME0 FOR OIM N59 N L IFY ALL OIMEN81ONS TOMPRIOR 70 FABRICATION. CON NEC70fl PLATES SHOWN R_RE TQQRUSNAL I6. I8. OR 20 GR GE SPECIFIED. FR TII CO RUBNRL T TRUSCOMALHCNURLLY Ril'iPR THE NOTLI6PEC IN7ROLLY RO $1 iRYErEA $$�TRUSS PLATE LI�N'S1117UUTT EEO(TPI) OENOTEE A N A D V T R U S° DESIGN 7HECIAL CUTTING. ONLY LRTEHRL RO 10❑v REOUIREO OF IND] TR tM ERS I!6 /N(mjF0 HIS'TE ORpW ERE T R U W 7HIb DE61 Gtl ASSUMES THE 10P CKORO 10 BE CON7INU OUS LT B CED T 6df G S H$RW1 gTEO. NHEREIto R3GI0 CEILIIIG 1:; APPLIED UIRECTLY TO THE BOTTOM CHORD. 11 SHB� BR A IN Y OT EICEE01 D . I0'-0'. PERSONS EP.ECTING TRUSSES ARE CAUTIONED TD SEEM PROFESSIONRL ADVICE REGARDING TE RAAY ERECTION BRACING WHICH 15 Al WAYS REDO ]RED 10 PREVENT TOPPLING ANO "DOMINO)NG-. REFER TO 'BRACING, WOOD TRUSSES, S Y S T E M $ COMMENTARY RNO RECIIAMEN11R.11,J1'S' (1P]). WHERE CONFUSION MAY EXII51 CONCERNING PROPER FIELD ERECTION. CLEARLY MARE 1N TERIOR BE''"i LOCATIONS. CRt]T ILEVER6. RND THE CHORDS OF 1HE TRUSS TO PREVENT ]MPROPER ' FILE- &1M-ll-S-PLF REFS _ a- 9 1 6 1 3 )NST RELATION. TRUSSES HALL ,OT BE PLACED IN RNT ENVIRONMENT 1MRT WILL CRUSE THE MOISTURE CONTENT OF THE TRUSWRL SYSTEMS CORPORATION R SIONOOE COMPANY WOOD TO EXCEED ]9% RND/OP. CH75E CO NI:ECTOR PLATE CORROSION. CAMBER. WHEN NECESSARY. 15 BEST OETERMIRED bT JUDICIOUS RPP_'ICA7:CN OF EXPERIENCE AND THEREFORE 15 OUTS'OE THE SCOPE OF RESPONSIBILITY OF 1RUBWAL. . 73 1 LONGFELLOW LUMBE '•4G95> OO 0 C7b CI MIC304 LUMBER SPECIFICATIONS TOP CHORD 2X4 CONSTR. HEM -FIR CONSTR. DF -L CONSTR. OF -L SOT CHORD 2X8 -2 HEM -FIR -2 DF -L -2 OF -L WEBS 2X4 STANDARO OR STUD OF -L 1630 7290 ... ` y:+i. r .nom... x v ... .. Ty'•. MEMBER FORCES FROM LEFT TO R(GHTti TOP CHORD BOTTOM CHORD WEBS REACTIONS T 1= 0 B 1= 198L W 0- -97 W 3= 1600 REACTION o 8 1= 1808 T 2= -2146 B 2= 1961 N 2= -2211 REACTION o 8 3= 1808 — - BEARING AREA REO'D ISO IND BEARING 0 1 4.46HF/ 2.89DF BEARING o 3 4.46HF/ 2.890F GIROER' L OAOING .1 CON 11:LLDL ON TOP - LL•OL*ON BOTTOM CHORD = 400.0 PLF R-5.000 SERIES CONNECTORS TOf:;L LOAD = 452.0 PLF ADDITIONAL LOADING UNIF: TC VERT 52.0( •52.OLL) PLF FR 0.0 TO 8.0' IF: SC VERT 400.0( 0.OLL) PLF FR 0.0 TO 8.0' LORD DURATION INCREASE = 1.25 4860 3275 �o QROFES No. C30450 F CAU t r—w • � � • ,.. ., x�".nka.:: r � ,- .w �. ,.rr,,�arsf1Ai-.P .r.,rr �r -. :rte ax�v J'"�:4�-2 � � pr+», .-•>, .+.L.ti-�•:M.'•aW �'?'=en�+ty,�,•,-;-�e'�r- f�='i] sum COUN"SVow 8'-0.0' OVERRLI-'SPAN--�. C -------- i Nl JR. Cllr! ' M- A ` 1T IS THE RESPONSIBILITY OF OTHERS TO ASCERTRIN 7MR7 THE LORDS UTILIZED ON THIS DESIGN MEET OR EXCEED ' R-5000 UBC 24 --o'O.C• 4/21/87 ACTURE OERO LORO6 IMPOSED BT TME STRUCTURE AND TME LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HISTORICAL CL1MRTIC RECORDS• NO' RESPONSIBIL]TT ]6 %.iR6 UIIEM F0 0 S1 HR T. VERIFT RLL OlnEM610N6 Oq RB SPEC]PIED. TO FABRIC R770N. C_ON NEC TO FLAT 6HOVMigtfARE �IIU ll�6y.� 8 A N A D V T R U S D E S I G N T R U S W R IO.PRIOR �yQ �* TgUBMRLTTRUBCOMa. RLRRNURLL CDR �Y ALLTP PANELS NOTLIBPEC/FI CRLLTAOES OM EO T'�R �i0''BEPE DRL15T► �7 9ED�TP 11 DENOTES SPECIAL CUTTING. ONLY IATERRI BRACING REQUIRED OF ]ND IVI DUAL TRU 56 REMBEA6 16 NOTED ON TNIB ORAWiMO• THIS OEB3GN R65UMEb TME TOP CHORD TO BE CONTINUOU6L7 BRACED 8Y SHEATHING UNLESS O7H ERMI6E STATED. NHE RE MO RI01D CEILING I6 APPLIED DIRECTLY TO THE BOTTOM CHORD. 77 SHRLL BEING INTEAVAL8 NOT EXCEEOING 10'-0'. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEM PROFE8610N AL ADVICE REGARDING TEMPORARY ERECTION BRACING WHICH 16 ALREDUTAED TO PREVENT TOPPLING AND DOMINOING'. REFER TO BRACING W000 RUS6ESi /ILL- 110-SX27-5-SI _ Ra- �A 9 1_6 1 2 SYSTEMS TRUSWAL SYSTEMS CORPOY.!.TtON R 3Ir,NODE COMPANY COnn EN TRAY ANDRECOMMENDATIONS' IIPll. NHERE CONFUSION MAT* EXIST CONCERNING PROPER FIELD ERECTION. CLEA ALT MRRM INTERIOR BEARING LOCATIONS. CANTILEVERS. RNO iNE CHORD' OF THE TRUSS TO PREVENT IRPROPER IM 6TRLLATION. TRUSSES SHALL NOT 8E PLACED IN ANY ENVIRONMENT THAT WILL CRUSE THE NO ISYURE CONTENT OF THE HOOD TO EXCEED 1?Y. RNO/OR CAUSE CO NWEC70R PLATE CORROSION. CAMBER. WHEN NECESSARY. ESSARY. IS BEST DETERMINED By JUOIC IOUS RPPLICAT !ON OF ;TPERIENCE RNO THEREFORE IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF TRUSNRL• - 70 1 LONGFELLOWLUMBE <46CS> 0000'CIO01004 MBER SHALL BE OF MINIMUM CHO SIZE TOP CHORD 2x ii, 2X 4 46' BOTTOM CHO. IEAS 120 STANDARD OR STUD GRADE HEM•FIR. 21,3 02 HEM -FIR OR AS NOTED ON DESIGN 2x4 STANDARD OR STUD GRADE HEM -FIR FOR WEB MEMBERS * 1 LATERAL 9RACING REQUIRED FOR SPAN > 52' PEAK JOINT DETAIL A" B. 2X6 Rb.4X7.5,T78 60' 0" 3.5 6.4, 7 2X6 R5.6X7.5,T5A 54' 0. 3.5 5.6, S 2Xb R4.8X7.5,T58 48' B" 3.5 4.,8, 5 2X4 N4.8X6.C,T56 48' 8" 3.5 4,8, 5 B", 2X4 R4.OX6.0,T46 42' 0" 3.5 4.0, 4 12 A" 5.00 1.5" MIN(SDI.I It 1 � * 1b equal }I L/25- 83 BJ3 ,nay oe 6" 134' 7" OFF PANEL POINT SPLICE (T2) 2X6 R5.6X7.5,T58 TO 60! 0" 2X6 R4.8X6.O,TS6 TO 54' 0" 2X6 R4.OX6.0,T46 TO 48! 8" 2X4 R3.2Xb.O,T36 TO 5011" 2X4 142.4X6.0,T2.5/6 TO 44' 8" 2X4 R2.4X4.5,T2.5/4 TO 36' 8" PANEL POINT SPLICE (TJ3) 2X6 R6.4X7,,5,T78 TO 60' 0" 2X6 R5.6X7.5,T58 TO 48' 8" 2X6 R4.8X6.0,T56 TO 42' 0• 2X4 R5.6X7.5,T58 TO 51'11" GENERAL NOTES: (urges, Od- sO sped0"p) O F 1650 F 1450 f 1200 F I. InttWeon is mla.ly p e resao ms y a v,s n sPO- om ao d. 2. N br, comp.. aro perm- to rrars"l l 40 (ones ,0 rrgned oand Pn ocho W adltsa. ' 0' 5 7 ' " mng 3. Oemgn assumes -oY m,opm' a ux m ,anoarroava arno"rrmn,. 491 S ^ 44' 2 " 4 1 ' 2 " 36' 9 ^ .. Gass" esaumes haul b mwv "l Y wlop aide. 12' =oo"orn ctlda. 5. Des+gn assumes . bearing a aypdtl. Slim or nadpp a natessary. 6. GniDer utiss ,o VM Ilatse!„ a0pons. 7. AdM.. drauleg" is ws-od. 60' 0" 49' 2" 42' 9" 35' S^ 6. 1.3 con- W"br"mp.tslere vnts,l.• S.-Inioacibnopi^D d N,tsr lx"erq remrmslese .oleo apw1.•' ,0. Long "xts a pW" pit pprlOaAar b crwo.* SPAN TO 6 0 SPACED 24.0. O.C. S.Ot12 PITCH 6/5 CONFIGURATION LL+OL ON ROOF a 32.0 PSF nL ON CEILING Q 10.0 PSF * TOTAL DESIGN LOAD o 42.0 PSF * is 5 PSF CEILING REDUCTION TAKEN. AXIAL STRESS ONLY LOAD DURATION INCREASE = 1.15 MAXIMUM TRUSS MEMBER FORCES REACTION= 2145 T 1 4713 8 1 4350 W 1 -600 W 3 -937 T 2 4467 B 2 3470 W 2 933 N 4 1074 T 3 -3333 B 3 2613 2X4 R4a8X6.0,7`56 TO 48' A" PANEL POINT SPLICE (TJ2) 2X4 R4.OX4.5+,T54TO 36' 8" 216 R6.4X7.5,778 TO 60' 0" l NO SPLICE 2X6 R5.6X7.5,T58 TO 48' 8" TJ3 R4.OXa.5,T:-: TO 60' 0" 2X6 R4.8X6.0.T56 TO 4:' 0" R3.pi4.5,T44 TO 54' 0" 2X4 R5.6X7.5,T4A TO R.7,.X6.0,734 TO 48' A' 2X4 P4.8X6.O,T;6 ''; 48' A" 2X• R4.OX41"1'4T0 36' 8" ~ NOSPLICE 72 R1.6X3.O,T3/1.5 TO 60. 0" 1-30; (, TJ2 R1.6X3.0,T31 TO 42' 0" RO.8X3.O,T31 TO 30' 0" �2 equal �1 1.5" MIN(Spl.) equal r �- 82 Bi PANEL POINT SPLICE (BJ3) R5.6X9.O,T58 TO 60' 0" R5.6X7.5.T58 TO 48' 8" R4.8Xb.0,T56 TO 42' 0" NO SPLICE R4.OX6.0,T44 TO 60' 0" R4.OX4.5.T44 TO 54' 0" R3.2X4.5,T34 TO 42' 0" OFF PANEL POINT SPLICE (83) Symmetrical R4,41X7.5058 TO 60" 00 R4.OX7.5,T48 TO 54 0 About R3.2X6.0,T36 TO 48' 8" Centerline FILE NO.: DATE- T -60-5- 42* (24) 6/5 5/ 8/79 SPF REF.: S-15-78 , DES.BY: TK CK.BY: T 0y6 BJ2 PANEL POINT SPLICE (BJ2) R4.BX105,RN6.41150 TO 60' 0" R4.8X9.0,T58 TO 54. 0" R4.8X7.5,T58 TO 48' 8" NO SPLICE R4.OX4.5,T44 TO 60' 0" R2.4X6.0,T34 TO 48. 8" R2.4X6.0,T2.5/4 TO 42' ON OFF PANEL POINT SPLICE (82) R4.81X9.0,7`510 TO 60' 0" R4.OX7.5,7`48 TO 54' 0" R3.2X6.0,T46 TO 48' 8" VELS BOTTOM CHORD SPAN TO 60' bOjl DOUG-FIRSPRUCE-PINE-FIR R4.8X105 TO 60' 0" RS., 8X105 TO 60' 0" R4.OX1O5 TO 59' 6" R4.OX120 Tn 58' 3" R4.OX9.0 TO 55'10" R4.MX105 TO 55' 6n R3.2X9.0 TO 47'10" R4.OX9.0 TO 48' 1" R3.217.5 TO 44' 3" R3.2X105 In 41110" nOUG-FIR SPRUCE-P�IjNE--�FIR TSIO TO 601 2 T410 TO 59' 6'" T4`1�2' C��T 59 , 6" T48 TO 49' A" T41„,0 C ?R, "w, 747 TOG3j'k6L4B2 DCP4fPiYl1`9a T46 TO 37' S T47 TO 40' 5" ,'A i't r% i'r1" w% % / %" 1% TRUST,AL CONNECTORS t R-5.Vm of pram* pis,ty 20 aro 18 ga tt gayarAaed ~ ase aro NO oiW0.31ro As 10111otse: Gang INDICATE SaE OF PLATE IN INCHES. mom 20 (in0ntr try proea -Tl: 8 teem per in in, .12"..11" krq. Tpwn w puna,eo bso per Meat .10"x.25" ac HHaas v" in Iins. LUMBER: Snag Oe a mit-num Mao" 8 apeoaa a" Mod. (pages F may R.5000 (irnYcmd Oy PrMa 'R'1: 10 t1Mn per aq.im..1(Y"x.37' Imp. Tsstn w punChod ttsd par nae at .25"x.75" o.c Hoin "re in km. be substiWted ~@ He Rr is sp"oneO.) RN-Plrte (ird *W W prsr'RN-): is " speaal R-5= mnsaa ^sn every tNN rots at W40 And Mn omrd. "Swiss -G' indkatee 18 569F*NI),G: PNlesellagOsI-W mDON t"nsa InVis-11 Pendrdr,srarfrraoo'vlaeawN g". ato.CS.O. r IW? aro20ga. piater,darra. unsex ansrtsirrldw. tFd Osac design vaHra, Gas I.C.8.0. RR"t607 and RR"IsBp. a `SAY I Mi)H R A F T F P A NO 1n T ST P A K'S 5 PAi E O P4 nn" of LIMITINfi C;:I7Fg1A: N*L-2 T-31, R-1. 6A ----------- <= 1.25 (FON CEILING JOIST RF=1.0, Cgi=I,0) ! A►FH.gF�S DL>=.5•LL I any pitch (ser chart) f 5•w•L-4 SLOPES<4:12 9LOPES>=4.12 ALL SLOPES CEILING JOIST -- = OEF' w=LL W=LL w=LLaK•OL W=LL t84■c•1 nEF<=L/?40 DEF4=L/180 nF.F<zL/180 OF,F<=L/240 I T-32, PRUPERT IFS: I R-1.6x:3: 2x4, S=3,06 , I= 5.358 2X6, 5=7.5631 1=20.797 r RF=1.15 , K=1.0 RAFTER RAFTER CEILING see chart for maximums ans and SLOE44:12 SLnPE11,=4:12 JOIST respective lumber grades LIVE LnAO =___> ?O.OPSF 20.OPSF 20.OPSF 16.nPSF 16,OPSF 16,0PSF I0.0PSF 2x4 stud with T-31, R-1.6x3 = DEAD LOAD> B.OPSF 15.OPSF 20.OPSF - -- 7,OPSF 14.OPSF 19,OPSF- 5.OPSF (not required if top chord supported) - TOTAL LOAD =___>. 28,OPSF 35.nPSF 40.1,PSF 23.OPSF 30.OPSF 35.OPSF 15.OPSF plates sized :or handling only and :aay be IZE GRADE E FP Sreplace•` w;:;i any equal fastener Jxa.SS DF 1;g 2:lin 8' 1• 7. 5• 7. 1• 9' ` 7''10" 7' 5- 10' 3 2x4 al OF -�_ .. 1.8 1750 BeR' 1" 7� 5" '7i 1' - 9'- A" 7'10" 7' S" 10' 3" 2X4 tl2 OF 1.7 1450 A. 0" 7' 3" 7' 0• 9' S" 7' 8" 7' 3" 9'11- �E�O`C `��H�Js. 2;X4 CON OF 1 .5 1050 7' 5" 5' 8" 6' 2" 8' 2- 7' 2" 6' 8" 8' 5" �'�'��' 2x4 tl3 OF 1.5 800 6' 6" 5' 9" 5' S""- 7' 2' 6' 3" 5' 9" 7' S" 3677 ' 2X4 STUOOF 1.5 800 6' 6" 5' 9" 5' S" 7' 2" 6' s" 5' 9. 75" a - s +, a, 2X4 STD OF 1.5 600 S' 7- 5' Ow 4' 8" 61 2• .51 5" 5' 0• 6' 5■ or c ! .w 2x4 83 NF 1.5 "i650 7' AR 7i ON 6'-e"- 9' 1" -7i 4" 7' 0" qi Aw �vr.ss, 2X4 tll NF 1.5 1400 7' 8" 7' 0- b' 8" 9' 1" 7' 4" 7' 0" 9i A" �>CMApQ �•7 PP' O1 2X4 N2 HF 1 .4 1 150_ 7' 6" 6' 10 6' 6" 8' 7" 7' i 10" A' 10" �` •• 990 �� Ro sas7 ` 2X4 CON HF 1.2 825 6' 7" 5 11" 5' b�-- 7� 3�- hi a'■ 5111- �� b- G SCOT:R o 2 X 4 tl j HF • w i w 1 • i w i • i w , X16016 `. CARR;xI i 1.2 650 5 10 5 3 a 11 6 5 5 8 5 3 6 8 2x4 STUGHF 1 .2 650 Sol 0" 5' 3- 4 i 11 6' 54 5' 8" 5' 3" 6' 8" FQOCO�°P' " ° I w I w 'I--i-T-�_--- l i-- • I w Zxa STO HF )-;2 �� u75 S 0 4 6 c 2 5 6 4 10 � 4 6 5 8 2x6 SS OF 1,A 1800 12 g" 11' R" 11 2" 15' 20 12 3" 11' 8" 16 1"�. •w,, o. •4 ". C .pl lSLp 2X6 91 OF 1.8 1500 12 91 1i' 8" 11 2" i5' ?' 12i 3" -11' 8- 1511" ;° 2xb 92 OF 1.7 1250 12' 6- 11' 5" 1n' 8" 14' 0- 12 0" 11 S" 14. 6" 2x6 93 OF " 1.5 725 9' A- - 8' 8- R' 1" 10' A" 9' 4" 8' 8- 11 0" "` - �Iwll - 2Y6 STIId6F 1.5 725 9''8- -8i 8.80 1" 10' A- 9i 4" A' 80 n 2xb SS HF 1.5 1400 12' 0" 11' 0" 10' 6" 14' 3" 11' 7" 11' 0" 15 2" a'+ao.R •O` �i��,,.�w f a cup 2Xb tll HF 1.5 1200 12' 0" 11' 0" ln' 5" 13' 9" I I' 7" 11' 0" 14 2" �oratIN"'o I 2X6 r2 HF i.4 1060 11 5" 10'.2" 9' 6" 12� 7", 11' 0" 10 21 13 0" �`� 216 #3 HF 1.7_ 575 8' A" 7' 9" 7' 3" g' 6- A' 4" 7' 9" 91.10"p��f ��� �� 1 fCQITL I.osl �` 2X6 STUGHF 1.2 575 A' A. 7' 9" 7' 3" 9' 6- A' 4" 7' 9- 9'10P�JILD1ING DEng T+VlCd�lT - So1l�� Arr "OVED �a /�' '' ` T EJ VA4IAPt_E (1/1) CST =1.25 T 8/22/77 LL DEF=L/240,L/IAO ►♦�����ISYSZEL S-25-5 .✓ r..I.-.-.v. .- S RAFSPAN.CT81g77 -A GREGORY A. PEITZ ARCHITECT 1907 Mangrove, Suite E, Chico, CA 95926 (916) 894-5719' Structural Calculations for del AR�ti No. C 21283 9fF REN. BUTTE COUNTY 0 CAS BUILDING DEPARTMr=N7 APPROVED V i 7-0... F,r! � ra C /o PS =� oLC) PL /c- z9.ZZ /o-3�f < 4* D, fi), 0 7 D Ill n :K D. X >< Z! ^i 0 11 !30 zr -- -- r" 17 0 0 iv C: 0 071 rt* rl i 1 Z.'5 Ol rL 21, u. iT! 0 1 Til PR --I D M ri D 17, ro ip, FI ijD --i-i �-:- 3:11 If.' 7 �u- -j < cr ly 0 .-1- Iji, uf, J CL yt 0 L OIL i I'D f -D 171 fl:* 7 D D D ri :y M I-! cr C D Ill I CI F -b ifi 0 - , T C) 0 7-1 D 7, M n 6 .ii a 'ji ::i n _5 mu. ci 7 :ji IML In, I- i -i rf, X rt j:) LO CL :Y �i 'x "Cu m IT ri ( .1 M K- i:i r , Cl w < C: C I Fi EL D i Dl. Ji i Icl 0 C, r--,-!-:- ::, =T, 03 :3 7 -zi if: LE: i*-,' ci i i D FI 7 ID !ji 1 ,: C: i C; ::D !T; tzi ISi Ij- 1c, �A 0 Zl c! C: 1 1 C.- C: C-.4 iC, :71 ,r,1 D ril Ln K Fill 0 :Z: -q 17! 4� 1 Di U 1 4h CL -:D C. C lz� C: C" S) 0 < 4* 1:10 --i 2 0 0 zr -- -- 0 071 rt* rl Ol 21, u. 4 1 0 1 Til PR --I D M ri ip, FI ijD --i-i 3:11 If.' 7 �u- < 77 ci f -I n CL yt 0 L 71. rt, ::i n _5 mu. :ji rt j:) LO CL m w < C: C 0 EL D Ji i Icl 0 C, 03 LE: i*-,' ci i i D FI 7 1 ,: C: i C; ::D !T; 1c, 0- 0 ,r,1 D -q 17! j!Ti* 1 Di U 1 4h F3 0- r-3 i Z! Ll"I Lill D m < 1:10 5-;7 0 0 0 071 Ol 21, u. 0 jl < yt HILTI, Inc. Date:09-14-1992 P.O. Box 21148 Hilti Anchor Program Tulsa, OK 74121 version 2.0 FIND: ALL ANCHORS THAT MEET THE GIVEN CRITERION ^ GIVEN : Anchor . . System : HVA Size : 1/2 *Working Loads . . . Tension T ' . . (lbs} : 1321. Shear S . .(lbs> : 0. angle a . . . . (deg) : 0.000 Resultant R (lbs) : 1321. Concrete compr. strength . (psi) : 2000. Depth of embedment E . . . (in) : 8.0000 ** Min. Edge Distance ED . (in) �EDf : 2.7500 ED2 : 3.2500 ED3 :12.0000 ** Min. Anchor Spacing AS .(in) AE}1 : (std) AS2 : (std) AS3 : (std) Thickness Fastened PT . . . (in), : 0.0000 - note: * see HILTI Technical Guide for safety factors and anchor theory used. ** the anchor selections are based on the distances and spaqings of the installed,anchor 6eing equal to or greater than these values. (std) indicates that default values (that don't require reductions) have been used. You should consult the HILTI Technical Guide for these values. ANCHOR SELECTION, TABLE ~` ------------------------ Resultant _____________________Resultant Influence Ratio / Anchor (lbs) AS EDs EDt E/Eused Eused Reason/OK _... _..... ... ..... _..... ..... ..... ..... .... .... _ _______ _____ ------------ H V A ________HVA�Adhesive Caplule w/A36 rod HVA 1/2 1321. 1.00 0.36 0.47 1.00 8.00 OK U HILTI, Inc. Date:09-14-1992 P.O. Box 21148 Hilti Anchor Program . Tulsa, OK 74121 version 2.0 FIND r SPECIFICATION FOR HVA: Adhesive Capsule w/A36 rod GIVEN: Anchor System : HVA A66hor size : 1/2 Depth of embedment E . Z. (in) : 8.0000 Thickness Fastened PT . . . (in) : 1.5000 - SOLUTION : REQUIRED MATERIALS : Item Length (in) Box No. Description Available Threaded Ctn OK/? Special HAS 12-10 10.000 10.000 ? Delivery 000668046 HEA 1/2'' x 4 1/4''(2 Capsules) 10 . INSTALLATION DETAILS : Hole Depth (min): 8.00 Bit Size:9/16 Adhesive Vol.: 1.008 (in^3) Wrench Siz6 : 3/4 Torque: 30 (ft*lbs) ANCHOR SPECIFICATION 1 Adhesive anchors shall consist of hll-thread ^` anchor rod, nut, '. . . .^ ^ . HILTI, Inc. Date:09-14-1992 P.O. Box 21148 Hilti Anchor Program . Tulsa, OK 74121 version 2.0 FIND r SPECIFICATION FOR HVA: Adhesive Capsule w/A36 rod GIVEN: Anchor System : HVA A66hor size : 1/2 Depth of embedment E . Z. (in) : 8.0000 Thickness Fastened PT . . . (in) : 1.5000 - SOLUTION : REQUIRED MATERIALS : Item Length (in) Box No. Description Available Threaded Ctn OK/? Special HAS 12-10 10.000 10.000 ? Delivery 000668046 HEA 1/2'' x 4 1/4''(2 Capsules) 10 . INSTALLATION DETAILS : Hole Depth (min): 8.00 Bit Size:9/16 Adhesive Vol.: 1.008 (in^3) Wrench Siz6 : 3/4 Torque: 30 (ft*lbs) ANCHOR SPECIFICATION 1 Adhesive anchors shall consist of hll-thread anchor rod, nut, washer and adhesive capsule. Anchor rods to be manufactured from material meeting the mechanical requirements of ASTM A 307-80 Grade A. The anchor rods shall have rolled threads. The adhesive capsules shall be Hilti-HEA and shall contain a vinylester resin. INSTALLATION SPECIFICATION : Adhesive anchors shall be installed in holes drilled with Hilti carbide tipped bits or Hilti matched tolerance diamond bits. The hole shall be blown clean of dust and chips with a jet of water or compressed air. The hole may be damp, but the water should be blown out of the hole. Insert the HEA cartridge and spin the anchor rod into the hole with a hammer drill set 'on rotary hammer. The set anchor rod must not be disturbed before the end of the specified hardening time. The hardening times shall be: ^ � _________________________________________________________ 1 Base Material | | Temperature | | (degrees F) | Above 68 50 to 68 32 to 50 23 to 32 | |_____________________________-_________________________| | Curing time | 20 min. 30 -.min. 1 -hr! 5 hr. | i GREGORY A. PEITZ ARCIII'T'EGT 1907 Mangrove. Suite E. Chico. CA 95926 ' 894.5719 STRUCTURAL CALCS WEBORG RESIDENCE �5�� AR�y Ry 4. N®. C 2128.3 � REN.7• ef3- - CA 92 Jul rG CQUNTy 9UILDING DEPARTNI EN1 r T -R l S i ��P ✓1 G �� �OQ d 5yt v+7 n-7 Cr y b o b S/R Co�Z V'o o f I, / NO is. ,7 x /.3/365 J< -S r of e. c -f r b o b S/R Co�Z V'o o f I, / NO trO�J 1`70✓1 /�b — (,e"2 -s r G7-S�<d/3(os`� _ /, 77 K Pz 11 ?e- = 2.84 t- C3 ewl X04 6q, )rl Q o S -c° S; y.,�, S o � ter, �-f•A.,rc� ago' �<<iyr�l'f'.� /OC��,�,� cy// ��J 7i� hvr 2/ _d m I,� 00 vlSc 3b" C0� P/ 7 O- C.. O0 ✓l SC' 435. G!i�S {tea•-+� /Jd�' C'ND✓G7 �O �Oj�' iG� '► e, /705 . & ewl X04 6q, )rl Q o S -c° S; y.,�, S o � ter, �-f•A.,rc� ago' �<<iyr�l'f'.� /OC��,�,� cy// ��J 7i� hvr 8 11 yv� Ise �. GGC oT �ic Uri !J�►� s C.) wl•' �P.�� 2 2 0� N� 2.4 ti 9: l_ 2x Co S 7 4,,_of S , t � g -Z- yre G (�'a,-r, 0 iS- 3.5- <f .G� W' C- Cid) ('�p o 2Z . I/ l� o. c _ t/� �-P 57L4 v, �a v o' e v i �.-� -Q-� �✓ d t� �i . COUNTY OF BUTTE I BUILDING DIVISION DEPA RiMENT OF DEVELOPMENT SERVICES 1469 Htunboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 ®liott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE h 42-Q--13 2 O1tlYfiSt PERMIT NO. AimViecifimbullicates; that the following violations of Butte County Ordinances exist at tis abo aid3esc and shoa1d be corrected. Please notify this office when correction of work is mV questions pertaining to this matter, or need additional explanation, pose tlh6 afBoe immediately. tM I/` Rtndc 1p-tArv� Dabs -5 ' S 'T3 Inspector u. IAV 9W COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS -96 Memorial Way, Chico — Phone: 891-2751 7 CDunty Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE UWNE'H- PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address ^^"" ,should be corrected. Please notify this office when correction of work is cs ted. If you have any question pertaining to this matter, or need a itional , tion, please contact this office immediately. —1';' F'i S Date C2/— Inspectors/ r NCOUNTY OF BUTTE, BUILDING DIVISIONI DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 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 notify this office when correction of work is completed. If you h ve any questions pertaining to this matter, or need additional explanation, please contact th' office immediately. A- A -4A JF LQ - C ?// inti Sf��+�-«2 �p.fi.N uyc.� /�c'•�� o k I� r,,, s �►l.� � er Date 1- Inspector REV f V92 / COUNTY OF BUTTE - - . '. - DEP.ARTMENT OF PUBLIC WORKS 1469 H-imboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 E'liott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE a73i-Fz OWNER ,I PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. OL r-0 J C) %"f %lOv%cls e/e��.-�u�s l 4/l sera .vc Li li-vPS d L/ (I (i 4o INSKtu�e c.f- t 00r Date 9- Inspector rcl 515 C REV 11/91 - y1 'J = bK �: • • )• O=Not OK Not Applicable '(Not Not Ready Date UND LOOR (Plans) OK except If's 7 AO�= RESIDENTIAL (Single 6 Duplex) r-2LF1�, ai ; Soils -Elea Grnd.-/)'(.L" Ftq,,Depth aV Garage; Soils-Steel-Elec d. -/W' Ftg. Depth a A( Y hJ Ftg, Porches & Decks; Soils -Steel-/ /Ftg. Depth P e r L,-6tem ails, Main; steel -Bloc kouts-Wrapped e FIs, Garage; Steel-Blockouts-Wrapped old Downs and Special Anchors 7. SI , St --Wrapped P' Fire place FAg.-steel (2,-Z.W.V.; F ittin l)TdetV WaTC2yewer Tey 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 1 ater Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground ante-Materi I -Supp rt -Ins. i rs-S -Anch olt s - Cri s 16 --Access &'Ventilation 16. Insulation Date -9-fr Card B-1 _ Datea..2-1-2_ Card B-1 Date/)- CIL-Card B-1 CO Date d -q- i? Z Card B-1 V,6 Date PLUbWING (Permit),OK except ti's 1 W ter Htr.: Vent -Access -Combustion Air -Baffle ------------ ------ ---------------------------- ldAVater Pipe: Test & Anchor -Nail Protection f18. D.W.V.: Test -Fittings & Anchor -Nail Protection ------------- --- —-------------- %`a��� U. Shower Pan: Test, First Floor -Tub Access ° �Z . est Tub &'Shower, Second Floor -Tub Access ----------------- Q4 --Gas Pipe: Sizel& Anchors ----- iv, - ------------ ,%ard B-1 Q�d r __Date_ _ Card B ------- - --------- Card B-1 v� Date Card B-1 Date EfL5ETRICAL (Permit) OK except ti's _ 2?.' Fixture _& Transformer Clearance -Ins. Protection _- ----_ 2j;; i . Receptacles_ Spacing -Lights & Switches at Doors ---- i-- - ---------- l-<ze Boxes & No. of Conductors -Stapled ---------------=--------------------------------------------------------------- 2 mex Installed Close to Edge of Studs & C.J. E .Gro ---und-made-`up-w/Mech.--Fastners-Bond Gas & Water ------------ --- - - - -------------------------------- --- ------------- 2 Appliance Circuts in Kitchen & Conductor Size/GFI ---------- - ---------------------------- d. Subfeed Wire Size / r ga. Cu or Al -VE. Wire Size !j10 ga. i or -- AI ----------------------------------------------------------------- 2�,Range Circ. ! ga. Cu or Al -Fre irc..M ga.jn)br Al. Insulated Neutral ❑ No --------------------------------- - --- ---- --- ---- -- ervice-Riser Conductors & Ground ain Disconnect -------------- ----------------------------------- ------------ -I 3VyE-quip. Clearances Panels-Motors-Mech. Equip. --.3P/Clothes Closet Light -Shower Light -Spa Light ------ - - - - - -- - -- --- 3 Detector --------- - - - - - ------------------ -- - - - - ------------ -- ----- - - ---- - --- -------- -------------- Date f'� ' Card --1 Date Card -B-1 ----------- -- 411) ----------------------------- and B-1 Date Card B-1 Date M C ANICAL (Permit) OK except 4 A.0 ucts Insulation &or �,J t 7iZ,e/_Y Z ------------------- - 3_ ent Fan_Exhaust above insulation - 3den ate Drain & Overflow Size & Grade - 3Vurnance Vent. Access Comb Air Return Air Vent 115 -outlet - - tic Access-& Fla tform-if-Furnance in -Attic ------ - --- - --- -g- `r- -- -- •-------------- ----- -- - --- -- Date •1` 1 L' Card B-1 t 5! Date Card B-1 Dat--- -- -- - -rd B 1 --- -------------------------------------- Date jZ C rd B-1 U v Date Card -B-1 Date FR ING (Plans) OK except ti's Proper Material & Anchors -- -- ------------------------------------------ -- all- Studs -Nailing Spacing & Bracing -Plates -Sound --- - -- -- ------------------------------------------------------------- B ri Waits over Girders & Floor Nailing -- ---- ;42 a --- --- aft StopinWalls(rat proof)---------------------------------- - - ----------------------- ps: Furred Ceilings -Stairs- -Tub Headers & Beam -Size & Bearing. Date FOMING (Continued) --- rs-Post Caps -Anchors -Connectors 4 ng oist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. _- - - /. - epr ce Ties or Type A Fy&-Fire a Throat clearance j Attic Access; Size &�i -Draft Stop -Ins. nr2e� Windows or Exiting Doors -Sill Hgt. & Dimensions 5 a Fire Protection Framing -7 1,0,e ly - --- 5 roperty Line Firewall & Openings ---- 5 . - x1. Doors -One 3' -Check Garage -3rd Story, 2 Exits It, - - Swidth-Head room -Rise-Run-Landing-Fire Protection 4 ywood on Roof Overhang -Attic Vents -Rafter Outriggers — ding --------- -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 azing Area -Glass Protection -Skylights -Plastic q QZ 5?- Shear Walls; Nailing -Bolts t �1-0�f--9. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows ----------------- - ---- - - ---- Date . Card B-1 Date Card B-1 Date /ii r2 Car -t L°EN Date Card B-1 Date FINA tans) OK exce s 4;1,�Exj,eps-Dobrl Sidelight Protect ion -L rags Detector urnace; Ve Clearance -Comb. Air- ec"Wr- ii�a<rage: Above, Floor -Ducts -Meeh. Protection ----------------- 8br. G.F.I Bath FixtukPs I u Acc pa 64ec. Trim & Subp reaker Siz Label's'- ----------------------------- airs &Rails a t�dT�r,t �s-tiarttr- - ------- lec.__Qj.Ltlets at Wood Panel; Int. & Ext. 7�t.Fixi &Appliance; Grnd - p -Cooking _rance 71. Outlets & Recept at Ki Counter - 7 araa Fire Door Swing-- Clo r 73.�C ct in Garage -Damper 74. t�_Vents-Clearance-Comb. Air -Conn or -P. . In/Garage: Above Floor -Meeh. Protection 7&. -'15 -1b.7&. -'15-1b.. Elec. & Mech. Equip. List r Lo ation - --- ----- 7�eceptacles in Garage: (G.F . -Romex P�ction - elation -Foam -Looked in Attic Yes 7 u d Rails &Deck ConstructionCaps Fdn. Vents & Crawl Hole Door -Drainage & od-Earth Clear, a Looked under Flo es a0. ollwinqg instld. Drive es ❑ No: WalksYew s 0 No: yPla___rs ❑ Yes No -- ------c7+1�Stu . Brown -Finish ----- — A.0 nit Disconnect. Electr' I, Plumbing be -Vents Above Roof: PI Appliance-*ksTtaC%r'L'learance to ---- ---------------- aell: Disconnect, Electrical, Plumbing i a9�Ex or Elec. Trim: G.F.I. Receptacle -Underground -- ---_ a e anon Throughout House -- --------- -- -..........'. _. a Gla Protection -------- --- --------------- ------- --- a" 'orrrrections from Previous Inspections / r - ----- ----a9.- --s Test -Meters -Tagged Gas-Electrc ti»�{ir-_„etz` 0 -fl 90. Wat &Sewer Connected -C o Grade -HD Approval --Sid nergy Compliance Certificate -Other Certificates --- PM 01iVeOLAPIN - -DateDates S� Car'd B-1VQ Date Card B-1 -------------Card-------n------------ — --- Date,T-(o-q5 Card B-1 �N Date Card B-1 --- --------------------------------- Date - -- ------------------------------- --- --- Date Card B-1 Date Card B-1 Comments at Final: J =*OK . O'= Not OK = Not Readyable - MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /" L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date _ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements T 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)t' l< except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1' Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 A 4 0 %VZV2 Z- 1,5,- V90L- of-46" - /-j3p, cre-d,cot eo'ta-Af ok so // 'Vee'd .3 C, S�/ 1, �/ -f/41� {ff✓wc,'�. IA -y 0 cf- atw'" / 3L.) 3—P�— 93 QA51�" PfA PAA -1,0 , RE NTIAL t U - 6-0-014 92-2732 BPEM BUSHARD & WEBORG 4250 KEEFER RD, CHICO new sf-62/1200 iAk- U Cjc. JAA� ko.� r4- 1 -2 -q3- OFFICE COPY Address 12Z74 ]L"V� GAS Meter By :—�Zate �14 3" 1 I I ELECTRIC Meter By JOB FINALE Signature ell l SFr �,�% � fz ;Avner: `��'���/tN1 Pertait0 Dy7-H6—o-o�y ENERGY CERTIFICATION i �Sv Ile LOCATION A.P.# DESCRIPTION OF INSULATION. ROOF MATERIAL THICKNESS EXTERIOR WALL MATERIAL Fiberglass THICKNES'S ' CEILING BRAND NAME THERMAL RES. BRAND NAME Certineed THERMAL RES. 02 BATT OR BLANKET TYPE—FIBERGLASS BRAND-NAME Certineed THICKNESS % �THERMAL RES. 3c� LOOSE FILL`INSULSAFE III BRAND NAME CERTAINTEED THICKNESS / % � THERMAL RES. SO - _. FLOOR—ELEVATED �C2 �r I � *' --5 MATERIAL /hlSoiG £d`'� % -dkiw MATERIAL Fiberglass THICKNESS � FLOOR -SLAB,, INTERIOR WALL MATERIAL Fiberglass THICKNESS 3Ia- &0 BRAND NAME Certineed THERMAL RES. BRAND NAME Certineed THERMAL.RES. .1I I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS'INSTALLED IN THE ABOVE BUILDING IN. CONFORMANCE WITH THE .STATE OF CALIF. ENERGY REQL•1REMENTS. HAWKINS IHD.I.NC%dba SHASTA INSULATION LIC.€650722 C / 111 / 93 Ihereby certify the above insulation and all required items as shown on the building departmei►t al►I•ro%-vd 1.1anc and uttathnie•nts ha%►• been installed as required Ivy the State of (:alifornia Energy Requirements. All Equipment , devices anis mat ei 1 :: t, c• of the qual i t v pr►•sc r . 1►r•d tit are specifically approved by the , t i►t v of Calif. FSM PME/OWNER (PLEASE I`Rl NT) SI ATI: CUN' . I.lt • oili SIGNATURE OF- GEKERAL CONT' :OWKER `s 11ATi This certificate must 'be on file- witt. the hui?c:r:r l•t•pt . I•t .►•t. tr• Iinal APA.; Certificate -of r Certificate NT 14435 THE'UND519SIGNED MANUFACTUiAER HEREBY CERTIFIES that the structural wood products identified below and marked with a collective mark of American Wood Systems (AWS) were man- ufactured in accordance with the specifications indicated below. Xd] ANSI Standard A1190,1-1983, for Structural Glued Laminated Timber NER 267 a Job Name WESTERN BUYERS INC. JgblaCatiori'�o?50� �f"� � .eO ellpl e ELK GROVE, CALIFORNIA customer' s•0fdor 41,4o. WB -,2422 Date 10-23-92 Migr's Order No 09-00796 Signa�ue. Cgrr,aarry SE r.t{e QUALrrY CONTROL SUPERVISOR DE CORP. Address P - 0. BOX 50 Data - BOISE, IDAHO 83728 it 1S: HEREBY CERTIFIED that the structural glued laminated timber production of the above-named maanufact.urer which carries a collective, mark of American Wood Systems (AWS) is subject to regular Audit; by American Wood Systems, such audit consisting of tate inspection with reasonable frequency of the i anufacturing process, with adequate sampling to verify the quality of giulam construction and the adequacy of glue bond. Roy d i SEAQ Michael !. O'Halloran . g Executive Vice President AMERICAN WOO() SYSTEMS —'A RELATED CORPORATION OF AM-1-RICAt-i PLYW000 ASSOCIATION ! y x •.-DEC 09 192 09 WESTERfI.BUYERS-DISTRIBUTION CfyTR P.5i5 : _TlBBet' and -Wood P�du Gi;6up CUSTOMER ORDER DA E - PAG P.O.aox 62 837G7OISE, IDAHO 8a� _ _.- 397 10 23 92 2 09-00796-�02_- -' FRMS CUSTOMER ORDER NO. ORDER DATE rF�REIiGkT SHIP. WEEK OF. PREPAID - - - -1-1/02/92 COPIES TO: _ M;ILL y AM6UNT .. �Yr�ir�rx*Rsklr TOTAL BOARD ESTIMATED. FREIGHT MISC CNG' AMOUNT PIECES FOOTAGE WEIGHT' 44 24,560 44,453 REVISED REVISED REVISED ********* MILL DELV BDFr TOTAL EST. PCS 1,4AP.K SIZE LENGTH PRICE PRICE / PC BGFT WG4T STOCK ARCHITECTURAL BEAM 6 D31360 3-1/8 X 13-1/2 X 60' 360 2,160 3910 2 8.91060 5-1/8 X 10-1/2 X 60' 420 840 1520 14 01260 5-1/8 X 12 X 60' 480 6,720 12163 6 D51360 5-1/8 X 13-1/2 X 60' 540 3,240 5864 6 E51560 5-1/8 X 15 X 60' 600 3,600 C-516 2 C61260 6-3/4 X 12 X 60' 640 1,280 2317 2 D61360 6-3/4 X 13-1/2 X 60' 720 1,440 2606 2 E61560 6-3/4 X 15 X 60' 800 1,600 2896 2. F61660 6-3/4 X 16-1/2 X 60' 880 1,760 3186 2 G61860 6-3/4 X 18 X 60` 960 1,920 3475 _ M;ILL y AM6UNT .. �Yr�ir�rx*Rsklr TOTAL BOARD ESTIMATED. FREIGHT MISC CNG' AMOUNT PIECES FOOTAGE WEIGHT' 44 24,560 44,453 REVISED REVISED REVISED ********* €tVG RIER ?wUY t3D Y4S EAh:S Fin TJ CERTIFICATE OF CONFORMANCE NO. 14435 —DATED jobNatne WESTERN BUYEkS INC. i . .lo5trocetlor, i ELK GROVE, CALIFt}rAIA Cuuomer's Order No. WS -22422 10-23-9210-2e-92 Mfgr's order No: 09-00796 i 1 The following gives the additional specifications that were used in the manufacture of the members on this job: 1. Lumber Species DOUGLAS FIR/LARCH Grading rules WCUB #lfi Paragraph 154 thru 154C r Grades 241' 22T 201' L1 L2D L2 L3 I I Slope of grain 1:1 1:14 1:12 1:08 i 2.: Moisture Range Content B-11% Variation per member 1 5% i 3. End Joint HORIZONTAL FINGER JOINT .4. 'Adhesive Conforms to ASTM; 2559-82 oYRe PENACOLITE, R-300 5. Gluing Pressure 100 psi rrji n i mum Glue spread 62-63 lbs specifications. Batch No, C6 22"-1 - Pressure Period 12 hours minimum S. Fabrication . Conforms to specification of ANSI Standard A190.1-1983 BOISE CASCADE CORPORATION 4 -0 Ax_,e�,d� �_ Company i M ualldy. Co Supervls r _ Date Y l ' . AMERICAN WOOD SYSTEMS - A RELATED CORPORATION OF AMERICAN PLYWOOD ASSOCIATION r DEC 09 "92 09:.3 WESTERN BUYERS-DISTRIBUT10N CHTR P. 4/5) 0 10AW L D EST It ier anWood ducLi Group CUSTOMER ORDER PATE _ , R.O. BOX 62 g' BOISE, IDAHO 93707 2 397 •1e/23 92 3 09-00796-Q2•- ERMS CUSTOMER ORDER NO. ORnER DATE �SHIP WEEK OF FREIGHT PREPAID 11!02/92 COPIES TO: ROUTE: CALIFORNIA LOAD: LEGAL COMMON CARRIER TRUCK SPECIAL INSTRUCTIONS- ---- SPECIFICATIONS *DOUGLAS FIR/LARCH *EXTERIOR GLUE *'STRESS 2400-F V-4 *ARCHITECTURAL APPEARAAWCE.- S3S *INDIVIDUAL WRAP *ENDS & SIDES SEALED *A. P.A.'/E. W.S. CERTIFIED *ON.E END SQUARE ONE END WILD *CAMBER 2000' RADIUS *NO, -:SHOP DRAWING * * * *ANSI A190.1-1983 REPLACES VOLUNTARY PRODUCT STANDARD PS 56-73. * DEC 09 '92.01'3:31 WESTERN BUYERS—DISTRIBUTION CNTR RNAM-APA . j hm'intiamb N er TO CERTIFICATE OF CONFORMANCE NO. 14436 _ DATED Job Name WESTERN BUYERS IWC. ELK GIME, CA' IFOitiI?A Job Lasatlon WB -22422 10-23-92.09-00796 Culorrer's Order No. - —_ Datod - _ Mfgr's Order No, The followi g identifies the members and giveS the basic SPeCif CatiOnS that were used on this jab: Lumber Sp cles: _ DOUGLAS FIR/LARCH , - M-qmoer Adhesive Appearance Idardiiication Quantity Size Combinatlon Type Grade Camber *** ScE ATTACHED ORDER ACKNOWLEDGMENT FOR EXACT SPECIFICATIOldS. *** i I cate of Compliance: r Pro*& Climate Zone 11 9r2- 273 Z Batldinji,N 0 9 _59 C hedred By / Date Ertforoanent Atenc y Use Only BUILDING DATA �« p O N_F ILS' Glass Area - % Glass North =� 3.5 Conditioned Floor Area S Number of Stories _� East ZD . !a Slab/Raised FloorktbNumber of. Units South [ ] Single Family Detached (SFD) [ ] Addition Alone West GHQ [ ] Single Family Attached (SFA) [ ] Existing Building Skylight cps 3 [ ] Multi -Family (MF) [ l Existing -Plus -Addition Total BUILDING SHELL INSULATION Component Insulation Locaflorl/Commenits Type R -Value*--, (attic, to &wage, _ ictal, etc.) Wall .............. Wall. .......... k Roof ............. " Roof ............. Floor ............. M 2 r Floor ............. `l d Slab Edge ..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (Sf) '(single, double) (roUer blind, etc.) (shades elm etc.) (yeshw) (met ll�vood) No rth ( ) - r> Sds, ALQU %t6 M rl North East ( ) East ( ) South Sou th ( ) West ( ) 4Z West Skylight....... - THERMAL MASS Type/Covering Area Thickness (slab/exposed. tile, etc.) (sf) (inches) Locadon/Descd2tion (kitchen, bath. -etc.) - HVAC SYSTEMS Minimum Duct .411JG Type (furnace, air Efficiency Location Duct Ot r conditioner, heat um) (SE. SEER.HSPF) (attic:, etc.) R -Value U Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) _ SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures mprdlna of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent cbmpfiarrrs• requuem►,nis fisted on the Certificate of Compliance. Wben this checklist is incorporated into the Permit documents, the features noted shall be considered by all parties as binding minimum component performance spectfreations for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCUMON DESIGNER ENFORCEMENT Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R. 19 weighted average. §2.5352(b): Loose fill insulation manufacturer's labeled R -Value. • §2-5352(c): Minimum wall insulation in framed waits R-11 weighted average (dots not apply to exterior mass waits). 62-5352(kr Slab edge insulation - water absorption rate no greater than 0.3%. water vapor transmission rate no greater than 2.0 perm/inch. 12-5311: Insulation specified or installed meets California Energy Commission (CECT quality standards. Indicate type and form. §2.5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Exfilvation Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all joints and penetrations caulked and scaled §2-5352(e): Special infiltration barrier installed to comply with 12-5351 meets CEC quality standards. 12-5352(4): Installation of Fireplaces 1. Masonry and factory -built fireplaces have a. Tight fitting. closeable metal or glass door b. Outside air intake with damper and contml c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment siring: attach akulatiats 62.5352(h) and 2-5315: Setback thermostat on all applicable heating systertu. 12-5316(a): Ducts constructed, installed and insulated per Chapter 10.1976 UMC 12-5316(br Exhaust systems have damper controls. §2-5314(e): Gas-fired space heating equipment has intermittent ignition devices. 12-5314: HVAC equipment, water heater. showerheads and faucets certified by the CEC §2.5352(1): Water trate insulationblanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater); fust 5 feet of pipes closest to tank insulated (R-3 or greater). 52.5312(Exception 1): Pipe insulation on steam and steam condensate m4um tit recirculating piping' 12-531R(d): Swimming Pool Heating 1. System has: a. ONoff switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures 12.5352(j): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2.5314(c): Gas fired appliances equipped with intermittent ignition devices. 12.5314(a): Refrigerators. refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. _. CONIPLIANCE STATEMENT This certificate of compliance lists the binding features and performance specifications needed to comply with Title 24. Chapter -2-53 and Title 20. Chaptcr2. Subchapler4. Article 1 of the California Administrative code- This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to any subsequem putdhaser of the building. Designer - Name Tltll�FIttfL' Address: Telephone: Lic. (siattatttre) (date) Documentation Author Name: Td./F.. Address: Building Ovmer Nance Address: Telephone: 1 8f qZ (signature) (date) Enforcement Agency Nan+e: Atenry: Telephone: F2 factor 0.90 Insulation -3 -1 0.80 Number of stories -1 0 R -value ' One Two Three R-0 -103 -49 32 R-19 -8 -4 .2 R-30 -2 -1 -1 R.38 0 0 0 U -value 40 -90 37 0.50 -176 -84 .54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6 . .� 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 27 -52 -17 -9 2. Wall Insulation 6 13 26 Single- Single - -8 .1 Family Family Mulfi- R-value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value -37 -9 i 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 12 17 16 -20 3. Raised Floor Insulation 9 13 Insulation in Flour 15 -17 1 Number of stories 10 R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value 15 19 11 0.60 -144 -70 -46 0.50 -120 -58 38 0.40 -95 -46 30 0.30 -69 34 .22 0.20 -13 -21 _14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace 1 -4 Number of stories 2 R -value One Two Three R-0 -11 -7 .5 R-5 -4 -4 3 R-11 .2 -2 -2 R-19 -1 -2 -2 4. Slab Edge Insulation -12 -8 3 Number of Stories i R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 -4 -3 -1 0.80 .1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 S. Infiltration (Air Leakage) Specifim6on Points SWdard 0 6. Glass Heat Loss Total Climate Zone 11 Slab Floor Raised Floor Mass U -value %Glass North Percent South West .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 .1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 -9 -3 3 9 15 21 -34 -7 -2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 3 7 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) Effecthre Peremt Glass (percent Sloss x SC) Effective Climate Zone 11 Slab Floor Raised Floor Mass x = %Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 - 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed 10 4.0 3 6 IB. Shading (Shade Closed) 9 10 ENeedve Percent Glass 4.5 3 7 ownceet hese x SC) 11 11 5.0 4 7 9 11 12 Norlt Etta Sault West Slq*1 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 •29 -40 -37 na 11 -7 -26 -36 -33 na 10 -6 -23 -31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21.. -56 7 -4 -14 .19 -18 -47 6 -3 -11 .15 -14 -38 5 -2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 -4 .5 -4 -16 2 1 -1 .2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 9. Interior Thermal Mass Intenor Climate Zone 11 Slab Floor Raised Floor Mass x = Stories Family Family Multi Stories Mass /CFA One Two Three One Two Three 0.0 -8 -5 -4 .2 .1 -1 0.1 -8 -5 3 .1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 .1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 '13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Climate Zone 11 Exterior Single- Single. East x = Wail Family Family Multi -4 Mass Detached Attached Family 0.00 0 0 0 3 0'p3 0.40 5 4 3 1 I, 0.60 8 6 4 +6 to 0.80 1.00 10 8 13 10 5 7 -15 .6 1.20 13 12 8 8.0 1.40 12 13 9 -6 1.60 10 13 11.. . 1.80 10 12 12 8.9 200 10 11 13 -2 11. Heating System 9.0 -4 3 .3 SE or ASPF .2 -1 (assumes ducts In attle) 0 0 0 0 Sum of 1-6 0 10.0 4 25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 ' +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 0.80 7.33 3 3 3 2 8 7 6 5 2 4 1 3 0.85 7.79 0.90 8.25 13 11 10 8 17 15 13 11 7 _ 9 5 7 0.95 8.71 20 18. _ 15 13 - ti 8 - 5 - Effective SE or HSPF : .. _. (SE or HSPF x duct efficiency) 12 Effective -25 or -24 to -14 to -4 to +Glo 16 or . . SE HSPF less 45 -5 +S +15 more 0.30 275 -73 34 =56 -47 -38 30 na 3.41 -45 -39 -34 -29 -24 -18-- 0.40 3.67 -34 .-30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3- 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19, 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment -5 System Type 3 -2 •2 Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst•-m Climate Zone 11 SCORE CARD b._ East x = SEER One ' -5 -4 -4 -3 (Acme, ducts in atUe) Two + 3 3 Stm of 7-10 2 2 1 I, Single -25 or ,24 lo r14 to -4 to +6 to 16 or SEER less -15 .6 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 8.5 -9 -7 -6 -5 -4 -3 8.9 -5 .4 -4 -3 -2 -2 9.0 -4 3 .3 -2 .2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 =• 12.0 15 13 11 9 7 5 SE 20 17.1 14 12 9 6 _13.0 MY. Solar -1 .1 -1 0 0 Effedive SEER HWR -18 -12 -9 (SEER xauet efficiency) 3 1.9 WSB S ,,-n of 7-10 -16 -12 Effective -25 or -24 to -14 lo -410 +6 io 16 or SEER fest -15 -5 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11. -9 -7 -6 -4 6.6 -5 -4 -4 3 -2 •2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 1 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 0 i Zonal Control Adjustment to I 10 8 7 6 4 3 1699 No Cooling System Installed SG -Stories Climate Zone 11 SCORE CARD b._ East x = c. One ' -5 -4 -4 -3 -2 .2 Two + 3 3 .. 2 2 2 1 I, Single -Family Detached and Attached U -value [0.098] 3. Raised Floor Insulation Unit Size (so or TYPE 1 MASS Water R -value (19) 099 1200 1700 2200 2700 Heater credit or -1 to to to . or Type Type less.t1699 Zonal Control? ( Y / N) SE or HSPF 2199 2699 more SG None 0 0 0 0 0 or Solar 12 ' ' 8 6 5 4 HP HWR 8 5 4 3 3 WSB S. 3 3 2 2 15% POU 8 5_ 4_ 3 3 SE None 37 -24 18 -15 -12 MY. Solar -1 .1 -1 0 0 0.4 HWR -18 -12 -9 -7 3 1.9 WSB -25 -16 -12 -10' -8 _ POU -1.0 _-12 -9 J. -6 IG None '-S .3 -2 -2 -2 0.8 Solar 7_' S 4 3 2 Z3 POU Z-. _z- 1 1 1 i IE None -28 -19 -14 -11 .9 5.2 Solar - 8 5 4 3 3 1.2 POU - -10 -6 -5 -4 -3 2.7 MuIU-Famih (individual units) 3.1 3.3 3.S 3.7 • Unit sire (s 4.1 4.3 Water 4.8 699 700 1200 1700 2200 Heater Credit or 10 to 10 or Type Type less 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 Z4 WSB 9 4 3 2 2 3.8 POU 9 5 3 2 2 SE None 45 -23 -15 .11 -9 1.3 Solar- 2 1 1 0 0 ZI HWR -23 -12 -8 3 .5 i WSB -25 -13 .8 -6 -5 5.7 5.9 6.1 5576 0.9 1.1 IG J None -8 -4-3 2.2 2 1--2 28 Solar 6 3 2 1 i 1 4.3 POU 1 0 - 0 0 5.6 IE None 30 -15 _ -10 -8 _0 3 1.7 Solar 18 9 6 4 4 3.1 POU -8 • -4 -3 -2 -2 Interior Mass/CFA t rr►c i MAis Climate Zone 11 SCORE CARD b._ East x = c. Measures x = 1. Ceiling Insulation x = or Skylight _ x = R -value [38) U -value [0.030] 2. Wall Insulation or x = R -value [ 11) U -value [0.098] 3. Raised Floor Insulation lI•7.YlwC-4.71 or TYPE 1 MASS AREA 3 e R -value (19) U -value [0.037] 4. Slab Edge Insulation 10. Exterior Wall Mass 1 TYPE 1 MASS (UIMC a 4.2, 10: exposed �- slab) R -value (0) F2 factor [0.77] S. Infiltration • x 6. Glass Heat Loss Zonal Control? ( Y / N) SE or HSPF Duct Efficiency [0.78] Effective SE or Type [double] U -value [0.65] % Total Glass [ 16) 7. Shading (Shade Open) % Glass SC Eff. % Glass 0% 5% 10% 15% 20% 25% 30% 35% 40% 45% 50% 55% 60% est 70% 75% 6076 MY. W% 95% 10076 105% 110% 115% 120% 125- 01/. 0 0.2 0.4 0.6 0.6 1.1 1.3 1.5 1.7 1.9 Z1 23 2.5 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 S 53 10% 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 2.1 Z3 ZS 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 54 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 2.7 Z9 3.1 3.3 3.S 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.S 0.7 0.9 1.1 1.4 1.6 1.6 2 2.2 14 Z6 2.8 3 3.2 3.5 3.7 39 4.1 4.3 4.S 4.7 4.9 5.1 5.3 5.6 $ 8 40% 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 Z4 Z6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.S 5.7 5.9 50% 0.9 1.1 1.3 15 1.7 1.9 2.1 Z3 25 ZI 3 3.2 3.4 3.6 a8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 5576 0.9 1.1 1.4 1.6 1.8 2 2.2 Z4 2.6 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 Z1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 S 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 22 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.1 64 70% 1.2 1.4 1.6 1.8 2 Z2 Z5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 15 1.7 1.9 21 23 Z5 2.7 3 3.2 14 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 65 801. 1.4 1.6 1.8 2 2.2 2.4 2.6 2.8 3 3.3 3.S 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 S.6 5.8 6 6.2 64 66 85% 1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 S4 S.6 5.9 6.1 6.3 SS 67 90% ' 1.5 1.7 2 2.2 Z4 Z6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 S.9 6.2 6.4 66 60 95Y. 1.6 1.6 2 2.2 Z5 27 2.9 3.1 33 3.5 3.7 9.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.6 6 6.2 6.4 6.7 69 100% 1.7 1.9 Z1 2.3 2.5 Z8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 S.1 5.3 55 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.6 6 6.2 6.4 6.6 68 7 110% 1.9 2.1 2.3 2.5 ZI Z9 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 S.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 Z9 3.1 3.3 3.S 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 50 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 2.1 2.3 2.5 2.8 3 3.2 3.4 3.6 3.6 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 74 Point System Summary: Climate Zone 11 SCORE CARD b._ East x = c. Measures x = 1. Ceiling Insulation x = or Skylight _ x = R -value [38) U -value [0.030] 2. Wall Insulation or x = R -value [ 11) U -value [0.098] 3. Raised Floor Insulation 9. Interior Thermal"M1ss or TYPE 1 MASS AREA 3 e R -value (19) U -value [0.037] 4. Slab Edge Insulation 10. Exterior Wall Mass or TYPE 2 MASS AREA = $ R -value (0) F2 factor [0.77] S. Infiltration Standard x 6. Glass Heat Loss Zonal Control? ( Y / N) SE or HSPF Duct Efficiency [0.78] Effective SE or Type [double] U -value [0.65] % Total Glass [ 16) 7. Shading (Shade Open) % Glass SC Eff. % Glass a. North x = b._ East x = c. South x = d. West x = e. Skylight _ x = It Shading (Shade Closed) % Glass SC Eff. % Glass a. t x = b. EN�oSrth C. Stjuathsi� j x = d. West`U.- . ,., tt: x = e. TNSkylight .-�. i -A ""' ' x = 9. Interior Thermal"M1ss TYPE 1 MASS AREA 3 e �`� InteriorMass/CFA COND. FLOOR AREA 10. Exterior Wall Mass TYPE 2 MASS AREA = $ Exterior Wall Mass ND . L R AREA 11. Heating System x = Zonal Control? ( Y / N) SE or HSPF Duct Efficiency [0.78] Effective SE or [0.7216.6] HSPF [0.5615.15] 12. Cooling System x = Zonal Control? ( Y / N) SEER [9.5] Duct Efficiency [0.74] Effective SEER [7.03] 13. Water Heating Type [SG] Credit [none] Point Scores 0 Sum 1.6 Sum 7-10 Point Total. �� j 1 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center. Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. 92-2732 ASSESSOR PARCEL NUMBER 'ONIh,1G 047-460-014 SRI BUILDING PERMIT OWNEPAUL BUSHARD/BERNICE I,TEBORG TELEPHONE 345-8805 so. FT. OCC. BUILDING VAL ATION 1195 R 64,530 OWNER'S MAILING ADDRESS 4250 KEEFER RD CHICO 95926 625 M J1,250 CONTRACTOR'SNAME KEN CLEMENT TELEPHONE 891-1488 922 C 7 G jj QOG ' OV CONTRACTOR'S MAILING ADDRESS 27 VERMILLION CT CHICO 95926 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is 87,766 Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 543.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 271.75 Energy Plan Checking Fee $ 20,00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILD?; KEESS RD CHICO Permit fee $ 849.75 PLUMBING PERMIT Filing Fee 15.00 LS�Z, Each Trap It 5-001 60.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 7,00 Each qas water heater or vent 7.007.00 USE OF STRUCTURE Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 15.0019-00 SF U Duplex❑ Mobilehome❑ Other Mobile Home is G W @ 15.00 SPECIFY TYPE OF WORK New&X Addition❑ Remodel❑ Utilities❑ Installation[] Other E] Permit Fee $ 109,00 Describe work: 62/1200 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600VORLESS 200A OR LESS 1$,50 Main service 200A TO 1000AI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business/POWER and Professions Code and my license is in full force and effect. License No. Classification NEW CONST. ( DWELLING OCCUP.lY\ OR ADDNS. ACC. BLDGS. NEW CONSTR. ULTI.OUT LET NON.RESID BRANCH CIRC ITS APPARATUS el \SINGLE OUTLET CIR. / Ex. Occup(OUTLETS OR FIXTURES\ 3.6Q sq.ft. @ 5.00 L F; ❑ I, as the owner, or my employees with wages as their sole compen- Ex. Occup. OUTLETS ((RESID )'TEA.) I 3.00 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) Temporary service Mobile Home Facilities Misc. �yirin 9 15.00 15.00 15.00 ❑ I am exempt under Sec. , Business and Professions Code for this reason Permit Fee $ 112.20 - WORKMEN'S COMPENSATION INSURANCE Contractor I declare under penalty of perjury (check one): MECHANICAL PERMIT Filing Fee 1 15.00 ❑ The permit is for $100.00 (valuation) or less. Heating 9.00 ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Consent to Self -Insure. SPLIT Cooling 9 9.00 ,Of I shall not employ any person in any manner so as to become subject Hood 6.50 6.50 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. Ventilation X, Permit Fee Contractor 2, 4.5q 9.00 $ 48.50 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 against said County in consequence of the granting of this permit. s Mobile Home Installation Fee S Energy Inspection Fee $ 40.00 occ CONST TYPE TOTAL FEE $ 11 Q.45 HAz oFE IMP F OD CDF PAR PD Iss E X U Q / Date Signature of Applicant - Owner❑ Contror ❑ Agent &J'_sions An OSHA ion of structures toverr3gstoedesoinehe excavations over 5't)" deep and demolition or construct- This permit is hereby iss under the applicable provi- of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DI CT R OF PUBLIC WORKS Receipt No. 117677-1154,70//122943-4.75 122943-4.75 S WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT By PER IT EXPIRES Date Date �J /-f COUNTY OF BUTTE -'DEPARTMENT OF IJBLIC WORKS PERMIT N0. 7 County Center Drive - Oroville, California 95965 - Telephone. 916.538-7541 APPL)CATION AND PERMIT ZONI ASSESSOR PAR EL NU BER BUILDING P MIT �, �f —� _may/ r� 1.4 1 CONSTRUCTION—r. ENDER LENDER'S MAILING ADD! ARCHITECT OR ENGINEE ARCHITECT OR ENGINEE BUILDING ADDRESS LOT A I -D L� ADDRESS I /LZ -/0V C&:7-- ESS 2TESS R R'S MAILING ADDRESS C,FF71 k6_ y SUBDIVISION NAM QST S0. FT. OC UILDING VALUATION i_ . -Cr- i Gy PARCEL MAP USE OF STRUCTURE S,V Duplex❑ Mobilehome❑ Other SPECIFY Newl�r Addition ❑ Describe work: TYPE OF WORK elo Utilities ❑ Installation❑ Other ❑ 1.2 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 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): . ❑ The permit is for $100.00 (valuation) or less.. ❑I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Orfllnances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all abilities, judgments, costs, and expenses which may in any way accrue a�t said County in consequence of the granting of this. perm .� X Date Signature of A �ti n Ow�%r �0 t4i 10� _/(7 ❑�j: % An OSHA perrniY is re rfed for/ekcavefi n er 5 edp'8dd demblitio$or construct- ion of structures over 3 stories in height. Fireplace�-- $ 00i , an Total Valuation $ ELECTRICAL PERMIT [Fi ling Fee 15.00 Filing Fee $ Main service 200A To 1000AI 15.00 Permit Fee ?j $ NEW CONSTR. ^ULTI.OUTLET re11 I I@ 5.001 Plan Checking Fee Z $ Energy Plan Checking Fee $ 2o, OL Penalty I $ Permit fee g ,7 $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 , ig Solar or heat pump water heater 20.00 Water piping 7.001-/,00 Each qas water heater or vent 7.00 , C7 Gas piping system 1 - 5 outlets 5.00 ,V � Building sewer 15.00 Oc Mobile Home I S I G W I @ 15.00 Permit Fee $ 00i , an Contractor ELECTRICAL PERMIT [Fi ling Fee 15.00 600V OR LESS Main service 200AORLESS 18.50 Main service 200A To 1000AI 37.50+ NEW CONST. ( DWELLING OCCUP.aq OR ADONS. ACC. SLOGS. // 3.64sR.ft. r NEW CONSTR. ^ULTI.OUTLET re11 I I@ 5.001 POWER APPARATUS AI (POWER OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76d FIXED APPLNS. OR EX. OCCUp. OUTLETS IRESID.1 EJ I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heati no 1 ff,2u— Cooling Hood 6.50 Venti lation 41110 Permit Fee $ Contractor Mobile Home Installation Fee S Energ Inspection Fee ys, $ Q r 1 `r%5 E TOTAL FtE $ +46 This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS P" Date -,7 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California -415965 =Telephone: 916.'538-7541 APPLICATION AND PERMIT PERMIT NO. Z7- < ASSESSOR PARCEL NU B V . r ZONI� r^ ' /[/L BUILDING PERMIT E� 1 /� ,D j� &fsU /"f 1�(� `7 psi SO. FT. OC BUILDING VALUATION W ER'S MAI LJN ADD E !� G� o2 CON A TOR'S ,N AM� TELEP `^ _ /• �O C �RACTOR'S MAILING /&LL/OVC-�/co� � Fireplace CONSTRUCTION -LENDER UNKNOWN Total Valuation $ Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 3ar ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ 20, OV ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS G�4_X Permit fee$ 1 OD PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00-/,00 Each qas water heater or vent 7.00 , Q USE OF STRUCTURE SF Duplex[]Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 , Building sewer 15.00 0J Mobile Home I S G W @ 15.001 �.�/ TYPE OF WORK New j� Addition ❑ Remodel Utilities [IInstallation❑ Other E] Desccrriibe work: �- - 2 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600VORLESS 200A OR LESS Main service 200ATO1000A, 18.50 37.501. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect.SINGLE 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) El 1, as the owner, am exclusively contracting with licensed contract -Mobile ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST.DWELLING OCCUP.& OR ADONS. ( ACC. BLOGS. 3.66sq.ft. , NE w CONSTR ULT' -OUTLET NON.RESID BRANCH CIRC ITS ^ 5 00 l: POWER APPARATUS &) OUTLET CIR. EX. OCCUp(OUTLETS OR FIXTURES 20 @0 76d PAL 0 464 FIXED Ex. Occup. OU LETS PIRLESID 1NS REA.) 3.00 Temporary service 15.00 Home Facilities 15.00 Misc. VVirin g 15.00 ,Q 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 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. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling ,00 Hood 6.50 , Ventilation r 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 against said County in consequence of the granting of this perm i . X Date Si nature of Applicant - Owner 9 PP ❑ Contractor ❑ Agent ❑ An ion ofucturestis aver required over 5'0" deep and demolition or construct- Mobile Home Installation Fee $ Energy Inspection Fee $ Q, Q occ CONST TYPE TOTA EE $ , I HAz DFEES I IMP I IkED-TCDF PAR PD HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC BY PERMIT EXPIRES Date applicable provi- resolutions to do have been aid. WORKS p Date Receipt No. ����� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLI `CATION DATA SHEET OWNER f� liT/ C /,of ev A. P. No.© 7'7 -4')14/ Proposed Building Use Building Inspector Datek/ At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 seta, signed by preparer of plans . .......................... 3. Complete plans, 3!'4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation ................... w J. Statement of Intent for Non -Heated and A/C Buildings. . LV 8. Engineered truss details and layout in duplicate (required prior to plan check). .... y_ . Mobilehome data�nd manufacturer's installation instructions, 2 sets. ........... eesof $ 4 ?....................................... . 1. Impact fees as shown on attached schedule . .............................. California Department of Forestry plan approval/fees. ....................... . 1 Flood elevation letter (100 year flood by California Engineer ................... �i -` 4. Sanitation and plot plan approva / C (7 Health Department. — — 15. City of Chico plumbing permit. �PI da ot plan and busiress license ar I frolq City of Biggs/Gridley. .. .. . 17. Planning approval -or (A) Use: �O U (B) Parking: 4�. FLw . �18. Contact Land Development abou (A) Improvements (B) Drainage. . 19. Driveway permit (construction approval required prior to occupancy). . . r5r -4nspection reque 20. Pre -inspection for — required. . to Building l�spedor (Date 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Veriffication (Given to owner , Mail to owner ). ........... Re rded copy of Agricultural Acknowledgement Statement . .................. etter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on tuilding use . ........................................ . 28. Mobilehome utility clearance...............1........................... . 29. Documentation of legal access . ........................................ 30. Documentation of E0% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area anfrontage requir entl,�,�; fiC-L xisting vlo a pPrml}� ,�� T ��-� / 32. Planchecklist...................................................... ?i 33` 34. Wh n yodissue the, pe� 't,� ces as follows: Mad to ovyner. Mail to contractor. phonV and hold for pickup at C_ A / office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Q 7 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted p 1. Index permit for above items No. 2. Addtbnal items required: uance: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was vied of above required data by _ phone _ mail Counter y _ Date Plans checked by )p Date`lS�2S��Z Plans approved by 7 Date Z Sets of plans on hold in 1"�_File cabinet AP folder Copy - Department of Public Works eir Lkjo_�:i oivaujuoJIAu3 � 1unc�Ung r ,WF y;(oaf{ ( i , it r! j , 1�z AF 4 440, r , 3r Fes. ... — • �l ool t -M �. Y OOK7 747 t . o Oil 01 �. TO Building Department FROM:'' Environmental Health SUBJECT: Sanitation Clearance Owner Loc tion AP# Plan 'Approved for: Sewaqe Disposal Hold final for: Final clearance O.R. for: Clearance for Z bedroom a home. Other NOTE *** Water Supply Water Supply Water Supply Sanitarian Date (,COUNTY OF BUTTE - DEPARTM' NT.OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 OWNER r PROPOSED BUILDING USE ff3. A. P. NO. 4-7 —460 DATE REC. # DATE REC school Distric Fees V J� ` paid at District Office) 300 `7 >heriff Fees ,paid at Building Department) Residential ... .....�_X�7= unit amt. Commercial(per sq.ft.) X =$ sq.ft. amt. Urban Area Fees (paid at Building Department Residential (per unit) % _$ # units amt. Commerical(per sq.ft.) %4' _ sq.ft. amt. 4. Recreation District Fees e:; 12--0 (paid at District Office) 5. Drainage District Fees (Contact Land Development) 6. Other 7. Other C. S,7 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT W-�--�-c DATE l 3 PERMISSION TO BUILD DWELLING ON ANOTHER PERSON'S PROPERTY WE,PAUL J BUSHARD AND CAROL B BUSHARD, GRANT PERMISSION TO -BERNICE M. WEBORG TO BUILD A 1,200 SQ. FT. RESIDENCE ON THE BACK PORTION OF THE 2.56 ACRE LOT LOCATED AT 4250 KEEFER RD' IN NORTH CHICO AREA. THIS DWELLING WILL BE BUILT BEHIND THE MAIN HOUSE THAT WE LIVE IN CURRENTLY.AND WILL COMPLY WITH BUTTE COUNTY CODES GOVERNING THE BUILDING OF SENIOR REDIDENCES.:BERNICE WEBORG IS.CAROL'S MOTHER AND SHE WILL BE LIVING ALONE. SHE IS OVER 62 YEARS OLD. SIGNED PAUL J B SHARD DATE SIGNED L-�Mz CAROL B BUSHARD DATE 4 BUTTE COUNTY PARRS DEVELOPMENT FSE CERTIFICATION FORM CHICO AREA RECREATION•AND PARK DISTRICT Assessor Parcel Number(s) —;4( o — 6 Property Owner bV �5H A Project Location/Address /z—o' x— 79 Subdivision Lot Number(s) Residential Developm-Bnt: (check one) _ ew Developmen= _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units Comment: r �ryrytaryr�r�r�r�r�r*�r�r,r�r�r�r�r�r�rx�r�c�r�cyr�r�ryryr�r�rrtyr�r�ryr�r�t�ryr�r�r�r�r�rw�r�r�r��r�c�ryr�ryr�r�r�ryryr�rwyryr,tit�ryt�r,��ryr Chico Area Recreation and Park District(CARD) certifies that 9 Y V\ C, e \\n) p b o rg Applicant Name (Street Address) 2 C i 0 Phone Number) M (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for total payment of $ .60. CARD Representati bate PAID BY CHECK NO. © REMARKS:' BANK NO. PAID BY CASH i RECEIPT NO._ Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. BUTTE COUNTY SCH06LS IMPACT FEE CERTIFICATION FORM (One�Form Per Building) School District .{/�Q �t� '"-�� Building Department No. A.P. Number C...--/J(J Jurisdiction City >;�, County Property Owner Property Location/Address 4 S D e - e R o a Subdivison Lot No. Residential Development "' ` 0 Sq. Footage No. of Living MHI Addition ( roup R) Units Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) 'Building Departme eprese tative Date (Floor Plans reviewed by School District Personnel) t� 1 District Identification No. . h Ica L�� �l t � School District certifies that i✓ Yue- bo r (Applicant) (Street Address) C-klC,o (City) (State) has complied with the requirements of Resolution No. representing /,, r square feet. ., ., (Phone. Number)' ? ` (Zip Code) by payment of $ School,District Representef e �� Date Paid by Check Number Remarks: Bank Number Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project" is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkl (4/92) August 12, 1992 County of Butte Building Department 7 County Center Drive Oroville, CA. 95965 NwthStar ENGINEERING Civil Engineers • Planners • Surveyors Re: Residence for Bernice Weborg 4250 Keefer Road, Chico, CA. AP No. 47 -46 -14 - Gentlemen: CpuN IV A WT VUI71y91 At the request of Mrs. Weborg, I have investigated the flooding potential of the above referenced building site. The recently adopted flood insurance rate map indicates that a portion of this parcel lies within a special "Zone All flood hazard area inundated by 100 -year flood from Rock Creek. The actual building site lies just on the fringe of the Zone "A" area of inundation and is mostly in the Zone "X" which is not subject to flooding. The base flood elevation for this area was not established by the FEMA consultant. However, it is very likely that this site may be subject to relatively shallow sheet flow flooding if Rock Creek overtops its banks. As such, the 100 -year flood elevation was established by proven engineering processes and personal knowledge of this area. A reference benchmark, a rebar stake, has been set near the proposed building site. The elevation of the rebar stake is 186.32 U.S.G.S. based upon Butte County Benchmark #1078. The finish floor elevation of the residence shall be set at elevation 187.8 or above in order to be above the 100 -year flood. I trust this provides the information necessary to process the permit, however, please Sge4, free to contact me should you have any questions. oG�ft,.� S. No. 034267 cc: Bernice Weborg Truly Yours, ENGINEERING ® F Mark Adams RCE 34257 Exp. 9-30-95 R. C. E. 34257 Reg. Expires 9-30.95 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # OWNER _E>VS WEf:0F_>!i.`_ A. P. # Q% 4 l Plan Checker_ 12 jL GENERAL ing requirements: (sideyards and number of permitted liv1 g units). C2uation. dans signed by designer. �. Proper description of work on application. 5 Existing violations on property. S}- 0P 7 - ® Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). _.---Recorded notice of violation. PLOT Y p ete parcel size and dimensions. Setbacks, sideyards, easements, etc. \ Oter buildings or structures. - S140p ? CNo REcoRD ding, fills, drainage. Flood hazard. Special conditions on creation map, (noise, CDF, .fire sprinklers; -non-comb- ustible, and foundations). FAU & FAS road setback. 8. Building or utilities across lot lines (Record form). FLOPLAN 1�! mplete to scale plan with dimensions. Z quire w=indows for light and ventilation'(Sec. 1205)'. R fired windows for second exit (Sec. 1204). }S)cyl" s (Chapter 34 & Sec. 5207). jltr6an impact glass (Sec. 5406). � quired room sizes, ceiling heights (Sec. 1207). s in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for main - t ance of mechanical equipment. Lo 'ons of water heater, heating and cooling equipment, other electrical gas equipment. 1 G firewall, door size, and closer (Sec. 503(d)(3)). 11,-'1 3e0" exterior exit door (sec. 3304 (f). e -and wood stove location, alcoves, and clearance. 1 e detectors (Sec. 1210). 1 Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS � Y/ Standard bracing or engineered design (Table 25V) 2---Un-usual shape, size, or split level house requiring lateral design. restory requiring balloon framing and/or engineering. ree story building requiring engineered calculations and plans. /Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. 7. levations and wall construction details complete enough to construct building g Roof construction details -complete enough to construct building. ce construction details and calcs if necessary. 1 �ater ties or bearing ridge beam. :ge door or porch header sizes. Stu 1 d heights. 1 Adobe soils - special foundation design. 1. Retaining walls requiring design. It. Special Inspection required. 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR _ 34 Sta'rway details: landings, rise and run, head clearance, handrails r3306). Guardrail details (Sec. 1711 & 3306(j). icc or stone veneer (Chapter 30). x error p aster - weep screeds (Sec. 4706). 572-/ roper roof pitch for roof convering (Chapter 32). 6. ng type - (fire hazard). rwulation - protection. 8�-136" halls and stairways. Mn, area over garage - complete 1 -hour separation required on garage side i clu i orting walls and posts, etc. on three-story dwellings (sec. 3303 & see Mezannines - 1716). 1 c access and ventilation (Sec. 3205). 1 .. U�loor access and ventilation (Sec. 2516). 1 ombustion air for fuel burning appliances - L.P.G. requirements. 1quirements on duplexes. 1 . E rgy design. 1 . Flashing at all exterior openings. 1 CDF responsible area requirements. 3 5;40P .%CM- o �� GO RO 1 �-G GO MF_ / AVE G'�- � w N -ry -r t joop 4M PC=Cz1\7 MUST {�-'E l4gpbIED po(Z ivci, pLAKic. Pt2�va To TSSvAuce J U F COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, 6alifornia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. Q� --- �; 6z ASSESSOR PARCEL NUMBER 047-460-014 ZONING SRl BUILDING PERMIT OWNER PAUL BUSHARD TELEPHONE 345-8805 S0. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 4250 KEEFER RD. CHICO CA 95926 CONTRACTOR'SNAME KEN CLEMENT TELEPHONE 891-1488 CONTRACTOR'S MAILING ADDRESS 27 VERMILLION CR., CHICO CA 95926 Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation is LENDER'S MAILING ADDRESS Filing Fee $ 155,00 Permit Fee $ ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS HICO Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 7.00 Each qas water heater or vent 1 7.00 USE OF STRUCTURE SF X❑ Duplex[] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 Building sewer 1 15.00 Mobile Home I S I G I W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ® Describe work: WELL ELECTRIC — GARAGE Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 18.50 CONTRACTORS LICENSE LAW I declare er 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. �r�!/. #a Classification Y 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) El 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 Main service 200ATO1000A) 37.50 NEW CONST. DWELLING OCCUP.&) OR ADONS. ACC. BLDGS. I 3.64 sq.ft. NEW CONSTR. ULTI-OUTLET NON.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS .&) SINGLE OUTLET CIR. EX. OCCUp�OUTLETS OR FIXTURES 20 76d IA1 41,1 EX. OCCUp. OUTFIXED TS ((RESID )REA.1 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 15.00 Permit Fee $ 48.50 WORKMEN'S COMPENSATION INSURANCE II r r penalty of perjury (check one): he permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of�onsent 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. Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all 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 against sai County in consequence of the granting of this permit. n �— Signature of Applicant — Owner [IContractorAgent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 ststor/ies in height.F Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 48.50 HAz DFEES IMP FLOOD CDF PARCEL PO HD ISSUE This permit is hereby issued under the Code and/or sions of the B e C�egFb work indic which fees PUBLIC By P RMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date l%p Receipt No. 13SU WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT CQUNTYOF BUTTE - DEPARTMENTOFMEVE`LOPMENTSERVICES -BUILDING DIVISION F 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 OWNER Proposed Building Use PERMIT APPUCATION DATASHEET -51r, A. /r - r A. P. No. tq-2 Building Inspector 61 Date 1L At tim of permit application, I was advised the following data must be submitted .prior to permit processing and/or issuance: ... DATE RECEIVED BY 1. All items have been submitted. .. .... ... .. ..... .. . 2. 3. .4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. Plot plans, 3/4 sets, signed by preparer of plans . .......................... Complete plans, 3/4 sets, signed by preparer of plans . .......... .............. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. Hazardous Material Form. .... ..:�:t. .................. Energy Design Compliance and supporting documentation. ...v .'............. Statement of Intent for Non -Heated and A/C Buildings. ....... a .............. . Engineered truss details and layout in duplicate (required prior to plan check). ... . Mobilehome data and manufacturer's installation instructions, 2 sets . ........... . Feesof $ ............ .......................... Impact fees as shown on attached schedule. .... ........................... California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flood) by California Engineer ................... Sanitation and plot plan approval Health Department . ............ City of Chico plumbing permit. ......................................... . Plot plan and business license approval from City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parking: Contact Land Development about (A) Improvements (B) Drainage. ........... Driveway permit ('construction approval requiredPre-Inspection requ� . prior to occupancy). . . Pre -inspection for required. . . to Building Inspector (Date) - Contractor's license information. (No., Name Style, Classification) . .............. - Certificate of Workmans Compensation Insurance. .......................... Owner -Builder Verification (Given to owner , Mail to owner ........... . Recorded copy of Agricultural Acknowledgement Statement. ... A .............. Letter of signature authorization . ........................................ Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . Letter of intent on building use . ........... ...- .......... . Mobilehome utility clearance . ................ ....... _ .... . Documentation of legal access . ..................................... . Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... Existing violations/expired permits. . . . . . . . . . . . . . :' . . . . . . . . . . . Plan check list . ...................................................... A; When you issue the permit, process as follows: , . Mail to owner. flail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data,by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville„Califomia 95965 - Telephone: 916!538-7541 APPLICATION AND PERMIT ' ASSESSOR PAR DUMB R ` / Eq�, ZONIN A / BUILDING PERMIT OWNER fie v% Chu s �2� TELE PMO�os � y�, SO. FT. OCC. BUILDING VALUATION OWNER'S MAIL' G ADDRESS L12 -S' K )9 Cl�- 5s72G CONTRACTOR'S NAM tee � ( C -.w TELEPHONE CONTRACTO77R'S M/4AING A0077 7V/CiD..�% ee_ Z• ' Fireplace CONSTRUCTION LENDER UNKNOWN C Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 ' LOT NO. SUBDIVISION NAME _ PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF(2/Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remode>l ❑ Utilities ❑ Installation ❑ Other i Describe work: kG �-� �• �� Permit Fee $ Contractor ELECTRICAL PERMIT FilingFee 1 15.00 Main service 600V OR LESS 18.50 200A OR LESS i CONTRACTORS LICENSE LAW declare (check one): l 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. �aG3�a Classification 5 ❑ 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- s. (Sec. 7044) •WI am exempt under Sec. , Business and Professions Code j for this reason Main service 200AT01000AI 37.50 NEW CONST. ( DWELLING OCCUPM 3.64sq.ft.I OR ADONS. ACC.BLDGS.PenaltyofPerIury NEW CONST R. UL '.OUTLET NON ESID BRANCH CIRC 'TS @ 5.00 POWER APPARATUS tr SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES 20 76d AL- FIXED APNS Ex. Occup. OUTLETS P(RESID )REA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare pder 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 n ' osent to Self -Insure. I ll`=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. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all 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 agai t aid County in copse uence of the granting of this permit. X Da AW 9 Signature of Applicant — Owner❑ Contractor Agent ❑ An OSHAwork permit is required for excavations over 5'()" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE arp TOTAL FEE $ �-- MAO 0FEES IMP I FLOOD COF PARCEL PD HO ISSUE This permit is hereby issued under the applicable provi sions of the Butte County Code and/or resolutions to do indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. WNITE•O.P.W., YELLOW-ASSF530R, PINI( -INSPECTOR, GOLD ENROD•APPL I CANT 7, o w; ILE "'R 'y it" P4 r: W ve! t wjnwi 'T WPM �`Nq- 4 i F 4 74 14 . . . . . . . . . . . . . . PFoi '94 - 40 77 titIfill ell INA is47 Airy To i, f Ji AliMax, Rho Uh m I Run measured too to; to 'UT E UNI Y FIARI EN r 44 PIZ a ; 17 Y' F x I is (, �I .. :. ,•.: Ykn. '._x. : .r , P �,. y n r , N. z M„ v '. .m•M14:+: F}M,� .N�x fWwMJaxvnt 14, . .. I _r,�_r.�__.,,.��♦. �.. ._._a� �� �... ._.�_,...�._..L:�rr.' .�..-....I +iX .. u..u. .:,Ja-" ...,.. . ) a i'F NsNbk+. W. � �:� . 6 1. �.4.� . r i. . r. .. .. ... _„�...: P..Q..:...M.�,,:: ...,,:.� . .- z r : � '� -R � e. : ,..a._� ., is -....rr .«� � r � I ..w'..: .r i �: , � r t'�. I .. :.� _i�cr +'. «>r •PW .'. - � � I' . . ,..� � 4'rt� � Oat'r i.s �.. .aI` 4�. r '.u � .. � Ia. ., '•r , r � R�.w.i. rr, ♦r« .a. A'. - � me. r�t..,,..p .r . r' . , .S ... . n I t. 4� jk !f.e.' ._ri ..+..n_W.. � •r ...�... .':�i L4 _ � .. �..t. a... r .,.i. �...