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HomeMy WebLinkAbout022-240-153+ems+—,. .r :,:�.� `..i .ywJ - �Jr ai �- � ► Z' � R~ _ _� �� — - _., ...-.._. 22-24-153 '` 74-91 022-24-0-153 i 00-0867arY 'k BILL, Richd ;SMITH, DEANNA 5 4,® , 570 Macedo Rd,-Gridle Orz •1vIACEDO RD., GRIDLEY Ag ExemptionPermit � Y _ �:_ NEW SINGLE FAMII.X r•-' .. a '. store farm equip &fertilizer) e 1 00 r o , +ems+—,. .r :,:�.� `..i .ywJ - �Jr ai �- � ► Z' � R~ _ _� �� — - _., ...-.._. 22-24-153 '` 74-91 022-24-0-153 i 00-0867arY 'k BILL, Richd ;SMITH, DEANNA 5 4,® , 570 Macedo Rd,-Gridle Orz •1vIACEDO RD., GRIDLEY Ag ExemptionPermit � Y _ �:_ NEW SINGLE FAMII.X r•-' .. a '. store farm equip &fertilizer) e 1 00 IN NOTES RESIDENTIAL i PERMIT NO. _-0'22__240--I5')__ t SMITH, BILI. LA-, 582 MACEDO, GRIDLEY Cont: WAGNER, WILLIAM ADD/SF Y t I y' i f z _ 1 05-1280 SPECIAL CONDITIONS CHECKED BY t SRA 1 FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature _ lJ -4_� f R yi 1 JOB FINALED (Date) Signature _ lJ -4_� ✓' BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neAdds LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class : License Number: U,2A aso Date: -a t o `c� �� Contractor: 'i�); ( L0C-r•.t,p,, -V- OWNER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance; also requires the applicant for such permit to file a signed statement that'he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of .the Business and Professions Code) or that he or she is exempt therefrom' and the basis, for the alleged: exemption. Any. violation of Section:;,7631.5 by any applicant for a permit subjects the applicant to.a.civil.penalty of not more than five hundred dollars ($500).): O 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not ...,..intend or„of(ered..for,sele,•($ec..,7.0,44„Business and :Professions Code: The Contractors' -State License Law does not apply to an owner of. property who. builds or. improves thereon, and who does such.work himself or.herself or through his or her own employees, provided that such improvements are not. intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). O I, as owner of.. -the ...property, ..am a exclusively„ contracting.. with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). D 1 am Exempt.under Article 3 of the Business and Professions Code Date: -.Owner: WORKERS' COMPENSATION DECLARATION I hereby affirrn.under penalty of perjury one of the following declarations: ❑ I have and will.maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. O I have and will maintain• workers' compensation insurance, as required by Section.3700 the Labor Code, for the performance of the work -for which this permit is issued. My workers' compensation insurance carrier and, policy number are: Carrier: Policy #: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: `cl� Applicant: y.J WARNING: Failure to secure workers' compensation coverage is unlawful, and.shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Address: PERMIT NO. BP051280 Issued Date: 07/26/2005 APN: 022-240-153-000 Site Address: 582 MACEDO RD BIG Map Index: Description: addition (448), screen porch (336) Owner: BILL RICHARD L JR ETAL - MURILLO DEANNA L `578 MACEDO RD GRIDLEY, CA 95948-9490 ..Applicant:..BILL RICHARD.;L,JR„ETAL,",. MURILLO DEANNA L 578 MACEDO RD GRIDLEY, CA 95948-9490 Contractor: B W CONSTRUCTION 578 MACEDO RD. GRIDLEY, CA. 95948 License #: 639350 Architect: ,Engineer: Total Square Ft: Valuation: Census Code: This pem itis here yis Resolutions tofdd work PERMIT 784 S.F. $34,496.00 V U:� b cions of the Butta Crunty Cods ?nrVor_---.-- have been paid. 7�2t/ �O Date: O 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that 1 am the owner or the duly authorized agent of the owner. 1 agree to comply with `all county and state laws relating to building construction.' I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpr¢� 1 Print Name: Signature: -7 l Date: (. 1`7 -06- ❑ Owner L. Idd Contractor ❑ Agent for Owner O Agent for Contractor 4=OK 0 = Not OK . = NRao lots Not MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except fi'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) S. Electricity, Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat or/ /" L W P 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 Ii's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test-Regulator-Connectoe 7.' Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 • Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify it's with Office Date Cana B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except it's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors T. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -landings 12. Braced Wall Panels Date Card B-1 Date Cana B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except fi's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GA 5. Elec.; Pool Lighting; 15 Voles-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date /41NDF.KFLOOR (Plans) OK except #'s VFtg., Main; Soils-Elec. Gnjd,-/ Ftg. Depth -T" Ftg., Garage; Soils-Steel-Elec. Grnd.4 /" Ftg. Depth g., Porches & Decks; Soils -Steel-/ ALr Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped Downs and Special Anchors 8. Piers -Fireplace Ftg.-Steel %.* .W.V; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11: Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground f 13. PI urns & Ducts; Clearance -Material -Support -Ins. 1 irders-Sills-Anchor Bolts-Joists-Vents-Crippies t . Access & Ventilation 16. Insulation Date ' V Card B-1 Date Card B-1 Date as- Card B-1 IfDate Card B 1 Date PLU BIN Permit) OK except #'s ater Htr.; Vent -Access -Combustion Air Baffle• f(- ater Pipe; Test & Anchor -Nail Protection 1 D.W.V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 2 .. Test Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25" Elec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled 27"Romex Installed Close to Edge of Studs & C.J. 29' quip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI -12Q bfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral O Yes O No c 32. ervice-Riser Conductors & Ground Main Disconnect 33 quip. Clearances Panels-Motors-Mech. Equip. 34 . Clothes Closet Light -Shower Light -Spa Light 36. Smoke Detector Date V)tl Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MEC NICAL (Permit) OK except #'s Ducts Insulation & Support 37. �nt Fan, Exhaust above insulation 38r eondensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & rlatform ff Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRA G (Permit) OK except #'s 41/.,Sills Proper Materials & Anchors 42/, Walls Studs -Nailing Spacing & Braces -Plates -Sound 4 . earing Walls over Girders & Floor Nailing 44/Draft Stop in Walls (rat proof) 49. ;Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46.1 Headers & Beams -Size & Bearing Date FRAMI (Continued) 47. an ers-Post Caps -Anchors -Connectors 48. pg. Joist-Rftr. Ties-Purlin-Roll Brac: Truss-Shting: Rtng. 49 ire ace Ties or Type A Flue -Fireplace Throat Clearance 50. ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51,. Bdrm. Windows or Exiting Doors -Sill Ht & Dimensions 52._Oarage Fire Protection Framing -RC Channel 53,ijoperty Line Firewall & Openings 5 . Ext. Doors -One T -Check Garage 3rd Story, 2 Exits -66 -&fairs; Width -Headroom -Rise -Run -Landing -Fire Protection 5 Iywood on Roof Overhang -Attic Vents -Rafter Outriggers g -Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 59!Glazing Area -Glass Protection -Skylights -Plastic 6 Shear Walls; Nailing -Bolts 6 �race Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 63. Infiltration -Walls- Indows Date '1! Card B-1 Date Card B-1 Date cj : Card B-1 Date Card B-1 Date FIN tans) OFC except #'s S ps-Door & Sidelight Protection -Landings 6 . S ke Detector 6 Furnace Vents -clearance -Comb, Air-Connector- ,kf( arage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 6 .Fl. & Bath Fixtures & Tub Access -Spa 69.,EI6c. Trim & Subpanel, Breaker Sizes & Labels 11 u. Stairs & Rails lace or Stove, Clearance -Hearth Elec. Outlets at Wood Panel, Int. & Ext. 7 it. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. . Outlets & Receptacles at Kit. Counter 7 . Garage Fire Door, Swing -Landing -Closure 76. A.C. Dud in Garage -Damper 77 tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in arage; Above Floor-Mech. Protection 7 . Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. jP6..ing InstldJDrW. D Yes O No(Walks O Yes O No/Planters O Yes 0 No ci Stucco Brown -Finish 85. AIC. Unit Disconnect, Electrical -Plumbing 86. Pents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. xterior Elec. Trim, G.F.I. Receptacle -Underground !K Ventilation Throughout House §9/ Glass Protection 91. )Zorrections from Previous Inspections Gds Test -Meters Tagged, Gas-ElecVic 93^ater & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: NOTES RESIDENTIAL PERMIT NO. 022-24-0-153 00-0867` SMITH, DEANNA MACEDO RD., GRIDLEY NEW SINGLE FAMILY 1 L t r 2— Address— GAS ddress— GAS 4 Meter By Date ELECTRI Meter By Datd�� r F f r OFFICE COPY 4' • SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER a i k� JOB FINALED (Date) A124O Signature COUNTY OF BUTTE 40"OUILDING DIVISIOW DEPARTMENT OF DEVELOPMENT'SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE3,4 r OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances eicist at the A. above address and should be corrected. Please notice 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. 11�j! ;) A-.- U (JLJ i1�rT� R-- 4'ti Lam`' IA J �s Date Inspector REV 10/92 CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS LOT # ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 �\ !` /-1 ,, lJ [:]P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 G`a `J �/ DATE INSULATION COMPLETED CEILINGS •• ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION 'MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.O. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SOUARE FOOT INSTALLED THICKNESS 19G % 3S i 2 V, I L� <, KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE • MATERIAL FORM R•VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAJF MANUFACTURER ' nr� W R GRACE TkQS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MA IAL STANDARDS AND REGULATIONS. • SM. N UR INSUL ION CO R TITLE p r MANAGER q_ -_Q o SIGNATURE -GENERAL CONTRACTOR TITLE DATE REMARKS: • SIC -303. BUILDER COPY V= OK 0 = Not OK - = Not Applicable, MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except ff'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-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date 4 Card B-1 Date Card B-1 1( Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except ft's 1. Zoning Requirements -Setbacks -Easements - 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cent. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Y MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except ft's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 11 4. ' Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric B. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels i Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ff's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit ` 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (; Date gpderfloor (Plans) OK except #'s Zon ing-Setbacks- Easements -Flood -Slope ?�tf4ain; Soils-Elec. Grnd.-/ r Ftg. Depth 3 garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth 4-*rtg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stem , Garage; Steel-Blockouts-Wrapped 6 old Downs and Special Anchors r Slab, Steel -Wrapped 8. Piers-F'replace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. U as Pipe; Size Anchors - Yard Gas Piping; Size Test It—"Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenjwis& Ducts; Clearance -Material -Support -Ins. ites-Sills-Anchor Bolts-Joists-Vents-Crippies lo -Access & Ventilation: 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s W Htr.; Vent -Access -Combustion Air Baffle Wate pe; Test & Anchor -Nail Protection 1 W.V.; Test Fittings & Anchor -Nail Protection 20. Sh6wer an; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors i Boxes & No. of Conductors Stapled ee—Romex Installed Close to Edge of Studs & C.J. 27. ip. Ground made up w/Mech Fasteners -Bond Gas & Water 8. 2 Appliance Circuits in Kitchen & Conductor Size GFI e Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30 a ircle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral I] Yes O No 41. Ser, i er Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clot set Light -Shower Light -Spa Light 4. Smoke Detector Date' -'Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date UECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 3 ent Fan, Exhaust above insulation 7 ondensate Drain & Overflow, Size & Grade 8rnace-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date e -FRAMING (Permit) OK except #'s 411' Sits Proper Materials & Anchors ,4 alts Studs -Nailing Spacing & Braces -Plates -Sound 42. aring Walls over Girders & Floor Nailing 4 . �Fia t Stop in Walls (rat proof) 44. Fir tops, Furred Ceilings -Stairs -Chasers -Tubs 45` eaders & Beams -Size & Bearing jingle & Duplex) GL Date FRAMING (Continued) 6. H a pagle"rs-Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties- Purl in- Roff Brac.-Truss-Shting.-Rfng. fireplace Ties or Type A Flue -Fireplace Throat Clearance tti s; Size & Romex Protection -Draft Stop -Ins. Baffles 59�dr_mWindows or Exiting Doors -Sill Ht. & Dimensions Gara ire Protection Framing rop Line Firewall & Openings 5 ors -One 3' -Check Garage 3rd Story, 2 Exits S ; Width -Headroom -Rise -Run -Landing -Fire Protection Plywo n Roof Overhang -Attic Vents -Rafter Outriggers 14 an :ding- g Venee 57 cco Mesh -D Scree -F!� 58. ing Area -Glass Protection -Skylights -Plastic ShW Walls; Nailing -Bolts Al race Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ext eps-Door & Sidelight Protection -Landings S e Detector Furnace Vents -clearance -Comb, Air -Connector - I rage; Above Floor-Ducts-Mech. Protection 6. 13 m Exiting . G ath Fixtures & Tub Access -Spa 8. Elec rn & Subpanel, Breaker Sizes & Labels AAT'stairs & Rails epr Stove, Clearance•Hearth Elec. Outlets at Wood Panel, Int. & Ext. it. Fixt ppliance; Ground -Air Gap -Cooking Clearance lec. Outlets & Receptacles at Kit. Counter Closure 7 ., . uct in Garage -Damper 6. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Above Floor-Mech. Protection 01-'Plb., Elec. & Mech. Equip. Listed for Location G aces in Garage (F.F.I.)-Romex Protection 417T—Insulation-Foam-Looked in Attic n -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under FIo9r­0 Yes , 82. FollqViag Instld./Dr - es - alks J No/Planters ] Yes _ St - is A - nit Disconnect, Electrical -Plumbing Vents Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings &_'jL1!A7�1'jAeffl86. Wa ell, Disconnect, Electrical, Plumbing xterior . Trim, G.F.I. Receptacle -Underground ...... atipir hroughout House 9 ss Protg n- 0 ections from Previous Inspections ge , G3 - ectnc ater & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates Address Posted Dat Date Card B-1ate Card B-1 Card B-1 Date Card B-1 Dat6 Card B-1 Date Card B-1 Comments at Final: Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ytiP IT7. APPLICATI.ON AND PERMIT �(� SESSORPARCELNUMBE )' / %p� C//J1S' 20NIN0 , c --J BUILDING PERMIT OWNER l �NE D Sa. FT. OCC. BUILDING VALUATION OWNERS NG'-AOD0.ES� / kh'`Cl JI /�( {� �iv` oz_ � F CONTR/ACTTO'R'S/ NAME (7f /�'^ ^ W ( �� ( I 1 ,( ` TE ONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER I LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ (j SUILDINGADDRESSSY �rj/^t�,U Energy Plan Checking Fee $c. /l^/= PERMIT FEE $ LOT NO. SUBDIVISIONS NAME p c L - -i ` PLUMBING PERMIT FII g Fe 0.00 Each Trap 7.00 USEOFSTRUCTURE / SF 1 Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 { Each gas water heater or vent 'Gas piping system 1 - 5 outlets TYPE OF WORK New M Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ,/ L- � Building sewer 15.09 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service z�o.OR LE S 23.00 a LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of—a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor O Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR. S OR ADDNS. ( a ACC. BLOS. 3.50� 10 EW ST. NOFFRES p, =T -0 @7,50 APpARATUs 8 SINGLE OUTLET CSI R. Ex. Occup. OUTLET OR FVTURES 20@''50 BAL 9 .50 Ex. Occup. GU °S RES D.1 E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 PERMIT FEE S f MECHANICAL PERMIT Fling Fee 20.00 Heating qL- CoolingODj> Hood 6.50 Ventilation PERMIT FEI: S Mobile Home Installation Fee $ Energy Inspection Fee c CONST: n TOT L F $ NAZ. D. FEES I, F>roo CDF p HD ISSUE _ This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date Date Receipt No. cZttyl 44 / 3-s— 0 WHITE-D.D.S.-B. D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT J IQ) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDI G DIVISION County Center Drive • Oroville, California .95965 • Telephone ( 38-7 _ op IT NO. (Rev. 12/96) APPLIWONANDPERMIT 0 ((J ASSESSOR PARCEL NUMBER ZONINGBUILDING PERMIT OWNER TELEPHONE SO. Fr, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 1 97S MAr.F.T)Q RD, GRIDLEY CA 95948 60,480 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Felin Fee $ 20.00 Permit Fee $ 464.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS .Y., 582 MACEDO RD 948 Energy Plan Checking Fee $ . $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME 1 CEL Al PLUMBING PERMITI Ing Tee 20.00 USEOFSTRUCTURE 117-99 SF 6 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 5X 7.00 35.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK NehXX] Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 1 BEDROOM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 aoov Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason82 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. so 3.5Q-; NEW R61DT. MULTI.OUTLET 97.50 OWER APPARATUS b SINGLE OurtEr CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ 1.00OWNER-BUILDER sAL @ .so Ex. Occup. DFIx��Ds A� DEp 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 20 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the, performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S 86.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compertsati A provisions of section 3700 of the Labor Code, I shall with comply wit th a provisi s. X Date SigneftuBf Applican -Uwner Contractor ❑ Ag t An OSKA permit is required for excavations over 60" deep and emolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ CONST. TYPE TOTAL FEE $1108.3,0 p D F IMP OD F PARD HD This permit is hereby Issued under the f the Butte County Code and/or Indicated a ove hi fees have B PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date Q® to Receipt No. 0 4 7 473 S ® WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i �'1•'S/►hil"�+Mi`�n-�h #.+ca^• � y. f / '3�.w � i t+%'* a-Y'G�1 "''�`'�:.-v i.-. �. -.JGti, --.-�r r�P�� r. ,. ,� ,�• _: r V S. "" ..«�.^. �!`'1i -�7"" .�.:-►^+, � -in� •s�'-+.. r":-'�c .n.,it.,r�'�;,,.., �, .a,.r' f +n,'W,�t"�r-•pn.,. COUNTY; OF BUTTE -DEPARTMENT O' DEVELOPMENT SERVICES-�ILDING DIVISION •�7piOUNTY CENTER DRIVE - ORO.,,V E;CALIFORNIA 95965 - TELEP (530) 538 7541 PERMITAPPLICATIONDATA`S'H ET OWNER: (e-1 ASSESSOR PARCEL ER� ®4� _C' L ► D ~ /s Proposed Building Use: Building Inspector: �� Date: At time of permit appliicat' n, f was advised the following data must be submitted prior to permit processing and/or issuance: .# Date Received By 1 iiems have been submitted -------------------------------------------------------------------------------------- ot plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ WE0:.Er mplete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- . gineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- gineered truss details and layout, in duplicate (required prl or to plan review) No faxes! ------------------ , 9 — Zy 0 rgy Design Compliance and supporting documentation.---------------------------------------------------- ❑ . Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- - ❑8. Hazardous Material Form------------------------------------------------------------------------------------------- ufactured Home data and installation instructions including Tie Down Specifications .------------------ dc..— `� (3------------------------------------------------------------------------------------- 0 ees of $— pact fees as shown on the attached schedule.-----------------------------------------------------------------�C9 1112. California Departme t of Forestry plan approval/fees. --------------------------------------------------------- P 13. Flood elevation certificate - ---------------------------------------------------------------------------------------- W_gw ..Sanitation and plot plan approvaj�) .) Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- 'T— ❑ 16. Plot plan) business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval pri 9r to occupancy). ------------------==-------- 020. Pre -inspection for required Request to Building Inspector on '(Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 1122. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑,,Mailed to owner 0) - -------------------------------------- I` TR7 erofsignature authorization. --------------------------------------------------------------------------------orded copyofAgriculturalAcknowledgment Statement. -------------------------------------------------- —0co. er of intent on building use. ----------- :: --------------------=------------------------------------------------- , ❑ 27. Manufactured Home utility clearance. ------------------- ------------------------------------------------------- ❑28. Existing violations and/or expired permits. --------- ----------------------------------------------------------- —`— 029 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑Check to H.C.D $ .--------------- . Other: t - ",�'"x« .� - ------- Y, VJhen,you is th�t, 7ocess 11 ws ❑Mail to owner, ❑Mail t contractor. Telephon7L and hold for pickup at © office. ❑elr er wil L j inspector. ' Applicants Date 2 Copy of Haz-Mat form sent o Health Department, o Fire Department, o Air Po lution By: Copy of plans sent ❑ Health Department, o Fire Department, o Other: ate: By: 1. Index permit application for the above items numbered: �� ❑ Plan Check List 'T 2. Additional items required: 7� Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Building<Division counter, by Date: ' Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, o Building P 'sion counter, by Date: Plans reviewed by: Date: Plans approved by: Date: s Sets of plans on hold in ❑ Plan Cabinet, o A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. -t i TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.H. USE ONLY Plot Plan Attached Floor Plan Atta a Sant to B.D Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other A /L6)1) -'D Lti P ULI /l)(- � Hold final for: Final clearance O -K_ far: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEV9LOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER S PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ - Revised Plan Checking Fee ....... $ HOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK 89.00 (paid at Building Division) ff<8'WATER TENDER FEES (Battalion # ) $200..00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER DATE RECEIPT # DATE REC 2 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Governme Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above Jhave been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) ,CO, QTY OF BUTTE DEPARTMENT OF DEVELO MENT SERVICES - BUILDI CG DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORN.I'A 95965 - TELEP -NONE (530) 538-7541 t SCHEDULE OF FEES DUE +. OWNER J AA ( 1 `-� ry A.P. # O "OLYD^��5 PRO -OSED BUILDING USE �. DATE 7 Q RECEIPT # DATE REC 1. BUILDING PERMIT FEES D -- Balance Due ................... $ -- Additional Fees Due ........... $ ^-9 —0 O -- Additional Fees Due ; ..>......... $ -- Revised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES / J /dik(paid at Distric�Offic6)0( SHERIFF FEES (paid at Building -Division) Residential .,........ x $360.00 = $ Units / r` Commercial (sq.ft.)... x r $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq'ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) '. SRA FIRE INSPECTION AND PLAN CHECK ` 89.00 (paid at' Building Division) WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) r � 0 tJ` 10. OTHER r At time of permit, application, I was advised the above fees are required to be paid prior.to�issuance of the,building permit. Y These fees may be chdnged during the plan checking process. APPLICANT 1A DATE Pursuant to Governmen Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant „ 3rd Copy - Ownerr•Y.:yj ! ¢ . • (Rev. 2/97) Fv RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner: C�S'h,Df Building Permit Number: 4 Plans Examiner: A. P. Number: GE RAL: Zoning requirements — (number of permitted living units). Building permit valuation. Y Plans signed, by the designer. -.' Proper description of work on the application. Existing violations on the property. ,' Recorded notice of violation. PLOT PLAN: —47- Complete parcel size and dimensions... Setbacks, side yard, easements, etc. 3 Other buildings or structures. b 4--- Grading, fills and/or drainage (f h-- Flood hazard. 6 --Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). (,j a—� kl?, Qfle� FAU & FAS road setback. -wilding or utilities across lot lines (record form). LOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Egress windows (Uniform Building Code section 310.4). fQ ylights (Uniform Building Code section 2409 & 2603.7). azing in Hazardous locations (Uniform Building Code section 2406). quired room sizes and ceiling heights (Uniform Building Code section 310.6). CI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). hibited locations 'of gas water heaters (Uniform Plumbing Code 509& 1213.5). hibited locations of gas heating equipment (Uniform Mechanical Code 304.5). rage firewall separation - required on garage side including supporting walls and posts (Uniform ilding Code section 302.4 exception #3): ood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). oke detectors (Uniform Building•Code section 310.9.1). ater closet clearances (Uniform Plumbing Code 408.5). ower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). r .` Page 1 of 2 iv C_7;�e STRUCTURAL DETAILS: Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). Standard bracing or engineered design (Uniform Building Code sedtion 2320.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor 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. Rafter ties or bearing ridge beam. ireplace construction details and calculations if necessary. Garage door header size(s). orch header size(s). f.SExpansive ud heights. s. soil — special foundation design required. etaining walls requiring design. pecial Inspection requirements. eader sizes. ypsum wallboard nailing inspection required. CELLANEOUS ITEMS: ,lTt.—Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). 1 Guardrails (Uniform Building Code section 509). Drick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Roof covering type - (fire hazard). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). is access and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances — LPG requirements. Md requirements. gy design compliance and supporting documentation. Flashing at all exterior openings. CDF responsible area requirements. Building Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. Page 2 of 2 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District. Building Department No. A.P. Number Jurisdiction: City County Property Owner . Property Location/Address Subdivision Lot No. Residential Development Commercial/Industrial Building Department Representative Sq. Footage No of Living Mobile Home Addition (Group R) Units Installation Sq. Footage New Addition (Including Exterior Roofed Areas) Plans reviewed by School District Personnel) Distri f Identification o. School District certifies that n _ n A 51 (Street Ad*4 (City) has complied with the requirements of Resolution No. i representing square feet. (State) Date c (Applicant) (Phone Number) (Zip Code) by payment of $ JVB 2926 $ LL MITIGATION $ Date .Paid by Check # Remarks: -—� Notice: You may protest the imposition of the fees Identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit youfrom challenging the Imposition of the fees In any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its Impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R -------------------------------------------------------------------------------- Project Title: W1120N Run: 209 19 -May -00 Project Address: UNKOWEN W1120N BUTTE CO., CA. Building Title: W1120N Building Pe it # Document Author: MICHAEL F. SROKA K10 -D % Telephone: 530-742-6148 Plaq Check / Date �- _A� Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: 1120 ft2 Average Ceiling Height: 8'0" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 25 deg (North) Glazing Area, % of Floor Area: 17.70 Average Fenestration U-Value:0.41 Average Fenestration SHGC: 0.73 Number of Stories: 1 Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor BUILDING SHELL'INSULATION FLOOR TYPES AND AREAS Construction Type ------------------- Cavity Sheathing Exterior Conditions/Descripti ------------------------- Non-Slab 1120 Component Insul Insul Total Assembly value Type --------------- R -value -------- R -value R -value U -value Location/Comments Door 0 -------- -- -------- 3.03 -------- 0.330 ----------------------- Outside / FRONT Wall 1-9 0 15.38 0.065 Outside Wall 19 0 15.38 0.065 Outside Wall `19 0 15.38 0.065 Outside Wall 19 0 15.38 0.065 Outside Floor 1� 0 27.03 0.037 Crawlspace Ceiling 38 0 41.67 0.024 Attic FLOOR TYPES AND AREAS Construction Type ------------------- Area (ft2) ------------ Conditioned? -------------- Exterior Conditions/Descripti ------------------------- Non-Slab 1120 Yes Crawlspace FENESTRATION Area U- Interior Exterior Overhang Orientation -------------- (ft2) value Panes Shading Shading and Fins Window -------- East 50.0 ----- 0.400 ----- 2 ---------- Standard ---------- BugScrn -------- None Window South 32.0 0.400 2 Standard BugScrn Overhang Window South 33.3 0.400 2 Standard BugScrn Overhang Window West 44.0 0.400 2 Standard BugScrn None Window West 33.3 0.400 2 Standard BugScrn None Window North 6.0 0.870 2 Standard BugScrn None CERTIFICATE 07 COMPLIANCE: Residential Page 2 CF -1R Project Title: W1120N Run: 209 ------------------ 19 -May -00 THERMAL MASS Area Type Exposed? (ft2) None HVAC SYSTEMS Thick (in) Location/Comments Duct Location Type Efficiency and R -value -------------------=------ ---------- ------------- Heat pump -- central pckg 6.60 HSPF Attic R-4.2 Heat pump -- central pckg 9.70 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type ------------ -------- Heater Name Heater Type Htrs Factor (gal) Standard_Gas Standard ------------ StandardGas ----------------- Heat pump ---- 1 ------ 3.20 ------ 50 WATER HEATING SYSTEMS MISC System Name ------------ Standard_Gas Solar savings fraction WATER HEATER/BOILER DETAILS Solar system type ------------ Wood stove boiler? No Wood stove boiler pump? ------------- No Rated Pilot Water. Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ StandardGas -- -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -----=-- --------- --------- ------- None CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: W1120N Run: 209 19 -May -00 SPECIAL FEATURES, REMARKS, AND NOTES 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER OR OWNER WILLIAM C. WAGNER UNKOWEN UNKOWEN BUTTE CO., CA. 695-2502 Certificat' igned ENFORCEMENT AGENCY Name: Title. Agency.: Telephone: DOCUMENTATION AUTHOR MICHAEL F. SROKA MICHAEL F. SROKA 4140 DAN AVENUE MARYSVILLE, CA. 95901 530-742-6148 Date Signed Date Signed Date COMPUTER.METHOD SUMMARY Page 1 C -2R Project Title: W1120N Run: 209 19 -May -00 Project Address: UNKOWEN W1120N BUTTE CO., CA. Building Title: W1120N Building Permit # Document Author: MICHAEL F. SROKA Telephone: 530-742-6148 Plan Check / Date Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 19.72 Space Cooling 17.97 Water Heating 19.47 Total Surface 57.15 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, o of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: Ground Floor Area: BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) HOUSE 1120 8960 Proposed Design --------------- 13.66 24.47 9.64 -------- Complies 47.77 Yes 1120 ft2 8'0" ft -in SFD Single Family Detached 25 deg (North) 17.7a 0.41 0.74 1.00 1 Raised floor 1 8960 ft3 1120 ft2 Type ------------- Conditioned Vent Thermostat Height Type (ft) CEC_Standard 210" OPAQUE SURFACES -' Surface Area U- Insl Total Tru Slr Construction Type ---------- (ft2) ------ value ----- Rval ---- Rval ----- Azm --- Tlt --- Gns --- Type =----------- Location/Comments Zone = HOUSE -------------------- Door 20.0 0.330 0 3 25 90 Yes CEC_30-Wood Outside / FRONT Wall 198.0 0.065 19 15 25 90 Yes W19.2x6.16 Outside Wall 270.0 0.065 19 15 115 90 Yes W19.2x6.16 Outside Wall 158.6 0.065 19 15 205 90 Yes W19.2x6.16 Outside COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: W1120N Run: 209 19 -May -00 OPAQUE SURFACES continued Surface Area U- Insl Total Tru Slr Construction Fenestration Type ---------- (ft2) ------ value ----- Rval ---- Rval ----- Azm Tlt Gns Type Location/Comments Wall 242.6 0.065 19 15 --- --- 295 90 --- Yes ------------ W19.2x6.16 -------------------- Outside Floor 1120.0 0.037 19 27 -- 180 No FC19.2x8.16 Crawlspace Ceiling 1120.0 0.024 38 42 -- 0 Yes R38.2x4.24 Attic PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type (ft) Factor R-val (in) Location/Comments None FENESTRATION SURFACES OVERHANGS Fenestration Name Height Width ------------ W4 ------ 41011 ------ 4'0" Glazing 618" Fenestration W6 Area Tru Open Frame Charactr Name -=------------ Type ---- (ft2) ----- Azm --- Tlt Type Type Name Comments Zone = HOUSE --- ------- -------------------- ---------------- W1 Wind 20.0 115 90 Slider Vinyl U=.40 W2 Wind 6.0 115 90 Slider Vinyl U=.40 W3 Wind 24.0 115 90 Slider Vinyl U=.40 W4 Wind 16.0 205 90 Slider Vinyl U=.40 FD5 Wind 33.3 205 90 Hinged WdDr/Div U=.40 W6 Wind 16.0 205 90 Slider Vinyl U=.40 W7 Wind 20.0 295 90 Slider Vinyl U=.40 FD8 Wind 33.3 295 90 Hinged WdDr/Div U=.40 W8 Wind 24.0 295 90 Slider Vinyl U=.40 DOORGLASS Wind 6.0 25 90 Slider Vinyl CEC_Db1StD GLAZING CHARACTERISTICS Glazing Interior SHGC SHGC Charactr Glazing # of U- Shade Type Int Exterior Ext Name --------7--- Type --------- Panes value ----- ----- SHGC See notes Shade ---------------- Shade Type Shade U=.40 Clear 2 0.400 0.770 ------ Standard 0.680 ---------- ------ BugScrn 0.757 CEC_Db1StD Clear 2 0.870 0.765 Standard 0.680 BugScrn 0.757 OVERHANGS Fenestration Name Height Width ------------ W4 ------ 41011 ------ 4'0" FD5 618" 510" W6 41011 41011 Above Depth Glazing ------ --------- 11611 -------- 1'6" 01011 1'6" 4" 11611 0'0" Left Right Extension Extension --------- --------- 2010" 6'0" 1116" 1316" 41011 221011 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: W1120N Run: 209 19 -May -00 FINS Left Fin Right Fin Fenestration Exten Dist Exten Dist -------------------------- Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing ------------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ None THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Name None HVAC SYSTEMS System Name -------------- Zone = HOUSE HPpkg6.6 HPpkg6.6 Winter Summer Targetted Fraction Fraction Thermal Mass Comments Duct Location System Type Efficiency and R -value -------------------------- ---------- ------------- Heat pump -- central pckg 6.60 HSPF Attic R-4.2 Heat pump -- central pckg 9.70 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water - Water # of Energy Volume System Name Type ------------ Heater Name Heater Type Htrs Factor (gal) -------- Standard_Gas Standard ------------ StandardGas ----------------- Heat pump ---- 1 ------ 3.20 ------ 50 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System.Name fraction type boiler? boiler pump? ---=-------------------------------------------------------- Standard_Gas -- -- No No COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: W1120N Run: 209 19 -May -00 WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) StandardGas -- -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. MANDATORY MEAS U11ES O ECKLIST: RESIDENTIAL (Page 1 of 2) MT -1R Note: Lowrise residential buildings subject to the Standards ,,list contain these measures regardless of the compliance approach used. Rents marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component perliornlance specifications For the mandatory measures whether they are shown elsewhere in the documents . or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIrrjON DESIGNER ENFORCEMENT Building Envelope Measures: * §150(a): Minimum R-19 ceiling insulatiou. J §I50(b): Loose fill insulation nmnulhcturcr's labeled K -Value. * §I50(c): Minimum R-13 wall insulation in wood fiamed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). / * §I50(d): Minimum R-13 raised floor insulation in liamed floors. / J § 150(I) : Slab edge insulation - water absorption rale no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. §118: Insulation specified or installed meels insulation quality standards. Indicate type and form. §l16-17: I cncstrttion Products, lixlcriur bhans, and Inliltraliou/lislillration Controls I. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except lield-Ihbricated)have label with certified U -value, certified Solar I leaf Gain Coefficient (Sl IGC), and Fnliltration certification. 3. Exterior doors and windows wcatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatury in Climate Zones 14 and 16 only. §150(l): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. § 150(e): • Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. I. Masonry and lactory-built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed. Space Conditioning, Water Ideating and Plumbing System Measures: §110-§113: 11VAC equipmew, water healers, showcnccads and faucets certified by the Commission. §150(h): I leating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or RCCA. §150(i): Setback thermostat on all applicable healing and/or cooling systems. § 1500): Pipe and tank insulation 1. Storage gas water heaters rated wish an Encrgy Factor less than 0.58 must be cxtcmally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. first 5 feel of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage links, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55" 1; insulated. 6. Piping insulated hetvicen healing source and indirect hot wafer tank. July 1, 1999 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF -1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water bleating and Plumbing System Measures: (continued) • §150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, insulated, fastened, and scaled to comply with the ICnO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requiremetns of UL181, UL18IA, or UL18113 and other applicable specified tests for longevity given in § 150(m).. 2. Exhaust fan systems have back draft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. § 114: Pool and Spa Heating Systems and Equipment. 1. System is certified with 78%% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. ' b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. §115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (f xception: Non -electrical cooking appliances with pilot < 150 Btu/hr) Lighting Measures: § I50(k)I.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumenshvatt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. § 150(k)2.: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in § 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. July 1, 1999 CALIFORNIA ENERGY CODE REQUIREMENTS (TITLE 24) (JULY 1999) CEC-1 PROVIDE 40 LUMENS/WATTS OR GREATER LIGHTING IN KITCHENS AND ROOMS WITH WATER CLOSETS AND RECESSED CEILING FIXTURES IC (INSULATION COVER) APPROVED, 1999 CEC, SECTION 150(K)(1) & 150(K)(2). CEC-2 EXTERIOR DOORS AND WINDOWS SHALL BE WEATHERSTRIPPED. ALL JOINTS AND PENETRATIONS SHALL BE CAULKED, GASKETED, WEATHER- STRIPPED, OR OTHERWISE SEALED TO LIMIT INFILTRATION AND EXFILTRATION. 1999 CEC, SECTI❑N 116 & 117. CEC-3 ALL HEATING AND/OR C❑❑LING SYSTEMS OTHER THAN WOOD STOVES SHALL HAVE AN AUTOMATIC THERMOSTAT WITH A CLOCK MECHANISM OR OTHER SETBACK MECHANISM APPROVED BY THE EXECUTIVE DIRECT❑R THAT SHUTS THE SYSTEM OFF DURING PERI❑DS OF NONUSE AND THAT ALLOWS THE BUILDING OCCUPANT TO AUTOMATICALLY SET BACK THE THERMOSTAT SET POINTS FOR AT LEAST TWO PERIODS WITHIN 24 HOURS. EXCEPTION, GRAVITY GAS WALL HEATERS, GRAVITY FLOOR HEATERS, GRAVITY ROOM HEATERS, NONCENTRAL ELECTRIC HEATERS, ROOM AIR CONDITIONERS, AND ROOM AIR -CONDITIONER HEAT PUMPS NEED NOT COMPLY WITH THIS REQUIREMENT, ADDITIONALLY, ROOM AIR CONDITIONERS HEAT PUMPS NEED NOT COMPLY WITH SECTION 1120), THE RESULTING INCREASE IN ENERGY USE DUE TO ELIMINATION OF THE SETBACK THERMOSTAT SHALL BE FACTORED INT❑ THE COMPLIANCE ANALYSIS IN ACCORDANCE WITH A METHOD PRESCRIBED BY THE EXECUTIVE DIRECTOR. 1999 CEC, SECTI❑N 150(I). CEC-4 THE FIRST 5 FEET OF PIPES, LESS THAN OR EQUAL TO 2 INCHES IN DIAMETER, CLOSEST TO WATER HEATER TANK SHALL BE INSULATED WITH R-4, 1999 CEC, SECTI❑N 150 (J)(2). CEC-5 MASONRY AND FACTORY -BUILT FIREPLACES SHALL HAVE) 1) CLOSEABLE METAL OR GLASS DOORS COVERING THE ENTIRE OPENING OF THE FIREBOX. 2) A C❑MBUSTI❑N AIR INTAKE TO DRAW AIR FROM THE OUTSIDE OF THE BUILDING DIRECTLY INT❑ THE FIREBOX, WHICH IS AT LEAST SIX SQUARE INCHES IN AREA AND IS EQUIPPED WITH A READILY ACCESSIBLE, OPERABLE, AND TIGHT -FITTING DAMPER OR COMBUSTION -AIR CONTROL DEVICE. 3) A FLUE DAMPER WITH A READILY ACCESSIBLE CONTROL. CONTINUOUS BURNING PILOT LIGHTS AND THE USE OF INDOOR AIR FOR COOLING A FIREBOX JACKET, WHEN THAT INDOOR AIR IS VENTED TO THE OUTSIDE OF THE BUILDING, ARE PROHIBITED. 1999 CEC, SECTION 150(E)(1) & (2). CEC-6 EXHAUST FAN SYSTEMS SHALL HAVE BACK DRAFT OR AUTOMATIC DAMPERS, 1999 CEC, SECTION 150 (M)(7). CEC-7 AFTER INSTALLING WALL, CEILING, OR FLOOR INSULATI❑N, THE INSTALLER SHALL MAKE AVAILABLE TO THE ENFORCEMENT AGENCY OR POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER STATING THAT THE INSTALLATI❑N IS CONSISTENT WITH THE PLANS AND SPECIFICATIONS DESCRIBED IN SECTION 10-1030)(2)(A) AND FOR WHICH THE BUILDING PERMIT WAS ISSUED AND CONFORMS WITH THE REQUIREMENTS OF PART 6. THE CERTIFICATE SHALL ALSO STATE THE MANUFACTURER'S NAME AND MATERIAL IDENTIFICATION, THE INSTALLED R -VALUE, AND (IN APPLICATI❑NS OF LOOSE FILL INSULATION) THE MINIMUM INSTALLED WEIGHT PER SQUARE FOOT CONSISTENT WITH THE MANUFACTURER'S LABELED INSTALLED DESIGN DENSITY FOR THE DESIRED R -VALUE. 1999 CEC, SECTION 10-103(A)(4). CEC-8 ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURE AS COMPLYING WITH THE CALIFORNIA QUALITY STANDARDS FOR INSULATING MATERIALS. A. INSULATION IN WALLS EXPOSED TO AMBIENT CONDITIONS OR TO UNCONDITIONED AREAS (SUCH AS GARAGES) SHALL�j{AVE A THERMAL RESISTANCE OF NOT LESS THAN AN R f B. INSULATION IN THE CEILING AND ROOFS SHALL HAVE A THERMAL RESISTANCE OF NOT LESS THAN AN Rlt:T C. INSULATION IN RAISED FLOORS SHALLHA A THERMAL RESISTANCE OF NOT LESS THAN AN R D. INSULATION AT PERIMETER OF SLAB SHAU/HAVE A THERMAL RESISTANCE OF NOT LESS THAN AN R- f j' AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2000-001 6969 Recorded i REC FEE 7.00 Official Records I CONFORM .00 CountyBUTTEOf I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Nikki 02:40PM 09 -May -2000 1 Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Phe following described real property in the county of Butte, State of California: Parcel 1 and 2 as shown on that: certiai Parcel Map filed for record in the office of the county recorder of the County of Butte, State -of California on March 1, 1990, in Book 117 of Maps at page 99. RESERVING THEREFROM a 40 foot nonexclusive easement for road and utility purposes as set forth on that Parcel Map filed for Date record. in the $J6�EJT14�__the _County Recorder of the County of W1�ERS Butte, State of California on March 1 1990 in Book 117 of Maps at page 99. State of California County of -%.s A - On Mme" 'l . d.00D before me, Vfi �c� personally appeared" \Z�c\ne x-� L."a'.\1 17M Q.- ��ysy SyhA-�n personally known to me (or proved to me on the basis of satisfactory.evidence) to be the persons) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument; the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WTTNES my hand and official seal. Signature �.. LYNETTE GARTON Seal: COMM 1178394 y ,*@ NOTARY PUBLIC.CALIFORNIA Q COUNTY Of BUTTE y !� l w A.P. # Comm. Expires April 17, 2002 I Mr -APPROVED ❑ CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: O O— 0 8 ��% Date•—'Z d Genera /Information AP# Owners Name: Parcel Acreage: e, Owners Address: 5 % 8 b� IJ �� d I� _ X21 \� CA (�) Sc, 4 8 `_ Building Site Address: Proverfvinformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home IR SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: A— Date of toning Ordinance: 60-2-T — l32 General Plan: A 2 Development Agreement: r Use Permit: Variance: Parcel Is In: Land Conservation Agreement §1 No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan No ❑ Yes Violation Area No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2'N ❑ Cohasset Enterprise Zone No ❑ Yes, check use ❑ Floodplain No Yes Zone:_ Panel Number: 12� ® ❑ Watershed Protection Zone No Yes Proposed Use Complies With: General Plan 41 Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family U Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Zoning Code Street & Highways Fire Prevention Subdivision Ma Front Side Side street �— J O ,Rear Height Permit Clearance cnwronmental Health Issues• Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes y Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes 3arcel Created by: ❑ Deeds Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: in , Map pate of Recording: 3^) — 0 - 0 �� Lot: Block: Book: 117 Page: onditions That Must be Met Pricr to Issuance of Permit• ❑ Verify Legal Parcel ❑ verify Legal Access ❑ Provide Creadon Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other :eneral Comments: COUNTY OF BUTTE - C11`0 TTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PE MIT N0. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticulutral 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 N0. Z �2 FLOOD ZONING OWNER / , / ROOFING PHONE NO. 95 OWNER'S ADDRES 5 Z Z'V e- 0 g a/ Z iUe 0,4 CA LOCATION OF BUILDI G , , A�� (74C c USE OF BUILDING ��L,, 0 60 /-► lam!' rc/l r /4/V l,//2�/� SIZE OF STRUCTURE 00, SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME V STEEL CONCRETE OTHER (Specify) TYPE OF SIDIN � ROOF COVERING FLOOR TYPE %vv ESTIMfjTEDD COST OF CONSTRUCTION AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follo s:por ( ""` 4k FRONT ---SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated above and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date Signature of Owner Permit Fee - $25.00 Receipt No. "I? The above described AG Building is exempt from a building permit. White - DPW, Yellow - Assessor, Pink - B.I., Goldenrod - Applicant Director of Public Works By Date i FLOOD PARCEL P.D. ROOFING ISSUE I I I Director of Public Works By Date i T .n-\.,.- �r•v- . .. •+>r+'M'F7A+'r'v. ^i9"._., _..-7� 'i!^Rr�..rY'4^ 4. i- .' i i COUNTY OF`.BU-"T1= - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION I 7 COUNTY CEIgER DRIVE - OROVILL'E, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 -'PERMIT APPLICATION DATA SHEET N i P ermt o. OWNER � � (/hA4 t ( ,. Z Z— 7z/—,/ S // A. P. No. Proposed Building Use ,� �rl�'�XG.�s� 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 . ........ ...... :..................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3.`C.omplete plans in duplicate/triplicate, signed by preparer.of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. r 5. Hazardous Material Form ........................................ 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ 11. 'Chico Urban Area fees paid ...................................... . 12. Park fees paid .................................................... ' 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. +•sc» Pre -Inspection for requiredPre-inspec.request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment�Statement ......... 25. Letter of signature authorization .........`:''°f°�' ................. . 26. 27. When voij issue the permit, process as follows:«_. Mail to owner. Mail to contractor. 6%S- /33 : < ele hone p 7 and hold for pick'u.p at office. Deliver w/inspector. ��'� Other i?_`i N4pplicant �l-�.l C—W!rG�-----.Date i0-5- " �I 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---nail—counter by ..date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW r I -- 22� 1 3 190 r••, (a5r-rr= ccs ' if !,7i.17• cca aE= . SRI iV4 0,,q rri Kr-rrrEw+6�TE, �1 r i , 17-* X aYv ca ac . FQ . ri - i ► i ��►g coHQ 1 CACtIGt 7 - AT -r ��) /2 tC 2y Gn+�c. FR • , � N i �-N fj ? � S 1?E I �>� �* ; p���;, i p�-n•-Ilo �` �a�.�--sae , SL�ric � 3 �H/O hlvuSE I 10 )C I t -;:p i G[TaC • I I FR . � I I I 22� 1 3 190 r••, (a5r-rr= ccs ' if !,7i.17• cca aE= . SRI iV4 0,,q rri Kr-rrrEw+6�TE, �1 r �• r-�.+c-=..ems-,.=-.w-...�-s-� e+��.un.,a...•�" ,�i.,4a�e'-_.. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 ? 7 County Center Drive, Oroville — Phone: 538-7541 f 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE I?Irdmro OWN E R I T , PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date I / —01-0 --91 Inspector In' /w, t- l f{� � 1 Date I / —01-0 --91 Inspector In' /w, 16 COMPLAINANT eSSO� ADDRESS: PHONE NUMBER: OTHER COMMENTS: a �. - . �.2, a`�d X53 %G Qu ��.D ��G t S N ��5�, L, � o ��S � � t�,� �� �� ��D�►� G A. I I A I V i " j j Olt Z2 (oc9cp -iLA-r 3 coo #$-a 6w 17=- CA -- Dot& TO FROM: SUBJECT: Buildina Department Environmental Health Sanitation Clearance -- 1clr,C A `6 i // �-�f)0 IA(,(co_ ;))�:;2V--/.r-3 Owner Location AP# Plan Approved for: Hold final for: Sewaqe Disposal _ Water Supply �l Water Supply ^incl clearance O.K. for: Water Supply a"Clea�ceor be oom mo e _.- Other ri ` ,2 C NOTE *** Sanitar.4L-- ian Date i alai mn ilii uii 03 1 12 F .. !•.Is'R.'f N <I.1)7 S .µaa 2 'Jj -W, fs. i + {{ 0: t S t t Lsi�1. •kJsk \''• r 4Jf .. 1 C `+ } t .. - x, }� ii . i rr`-v<i � : > •j , i } fi sfi r 4, � � ,� r .,p E }P ! fl t (� �i r.. 1;•�• r} �• i,. ,j F t i� f -?�3 � y, �� � +,� ? i�' y P ''�, il!�'•'i }' J f<� !r °�. i�.'4'1 fLtl}3't �.;:. �2lpf# it tI# }t'f,� { 1 9 P• tjy 'v. �1 ry'%'1;� ��tf�.•.��ryq�: �. 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BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Date: -7-a& o- Contractor: _ �( L0Ce.q#- p4/- OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuaridb; also requires the applicant for such permit to file a signed statement tfia('he or she is licensed'pufsuant tb ffieprbbfsiohs of the Contractor's State Licgnse Law (Chapter 9 commencing with Section Mob) of Division'3 of.6e Business and Professions Code) or that he or she is exempt therefrom and the basis -for the••alleged,exemption. Any; violation of Seciion"7b31.5 by any applicant for a permit subjects the applicant to,a.civil,penaltyof not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not „,.intepS7gd;pr 0,ffeced..for„ 4„Business and.,P,..rofessions. Code: The Contractors''State"License Law does not apply to an owner of -property who,builds or- improves thereon, and who does such. work himself or: herself or through his. or her own employees, provided that.such,improvements, are not.iniended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of "proving that he or she did not 136ild'o'r'Ir prove for the purpose of sale.). ❑ 1, as owner- .of..the.,, property,,.,am>exclusively,. contracting„ with. licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 'I am;Exempt:urider Article 3 of the Business and Professions Code Date: Owner: WORKERS' -COMPENSATION DECLARATION I hereby affirm:under penalty of perjury one of the following declarations: ❑ I have'and will maintain a certificate of consent to self -insure for workers'. compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. _ ❑­ I have and will maintain workers' compensation insurance, as required by Section.3700 the Labor.Code, for the performance of the work -for which this permit. is issued. My workers' compensation insurance carrier, and, policy,number,are: Carrier: Policy a I certify that in the performance of the work for which this permit is '\ issued. I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: (`C�Q Applicant: \Y l XJ WARNING: ':Failure' to secure workers' compensation coverage is unlawful, and,shall'subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code,. interest, and attorney's fees..... - CONSTRUCTION LENDING AGENCY 1 hereby affirm that there is:.a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Name: . . . L. . . Address: PERMIT NO. BPO51280 Issued Date: 07/26/2005 APN: 022-240-153-000 Site Address: 582 MACEDO RD BIG Map Index: Description: addition (448), screen porch (336) Owner: BILL RICHARD L JR ETAL-r���- •••-•­ ••• � •• - - MURILLO DEANNA L ,'578 MACEDQ RD GRIDLEY, CA 95948-9490` ....._.Applicant -BILL RICHARD­L.JR,,,ETAL.,.,.,.,_ F,..:� ,• ,.�..,,,,,�,,.,.,-.. MURILLO DEANNA L 578 MACEDO RD GRIDLEY, CA 95948-9490 Contractor: B W CONSTRUCTION 578 MACEDO RD. GRIDLEY, CA. 95948 r "``'License #: 639350 Architect: _. _Engineer: Total Square Ft: 784 S.F. Valuation: $34,496.00 Census Code: V v This permit is here issued,6n`d the appf .able p visions of the Brrtte County Code anrYor Resolutions to work indica above for hich s have been paid. By Date: e� PERMIT EXPIRES ON: ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. - I hereby.certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction.: .1 acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection "Lit 1�6Print Name: : `•\ Gyk Signature: Date: - ❑ Owner Ir Contractor ❑ Agent for Owner ❑ Agent for Contractor+ Iii , �6S- BUTTE' COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION • AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 r OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY* * �� APPLICANT SIGNATURE X (IY1 '" For office use only: WNER Last Name SrnC 6�� Firs ame (L a Address 7 tq �aw ,O City C r` State( State Phone Phone y _ Fax Fax n E-mail Lic. # APPLICANT SIGNATURE X (IY1 '" For office use only: CONTRACTOR Name M+ Address i 3 LI O v n CIAC City State( Zi Phone _ 1-7-7 Fax E-mail Date Approved: Lic. # s APPLICANT SIGNATURE X (IY1 '" For office use only: ARCHITECT/ENGINEER Name 1 Address I es City State Zip Phone _ 1-7-7 Fax E mail Date Approved: State License Number APPLICANT SIGNATURE X (IY1 '" For office use only: APPLICANT NAME Name 1 Address I es City State Zip -`_yy �J Phone _ 1-7-7 Fax E-mail Date Approved: APPLICANT SIGNATURE X (IY1 '" For office use only: Zoning 1,4—_5 1 Flood Zone City SRA I es o Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BP b5'j2 BIN earl,, LOCATION AP# o Property Address _ City Cross eet WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage tJ-3 3(�s ❑ Structure Built without Pernits' ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Receiv ed b, Amount: "� Bldg SRA Receipt #- 0 Sheriff q�o1 SMIP Date: i I� Other Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 2-24-05 A SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a p rmit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ■❑ 1. Site plans(3 r 4 ets, signed by the preparer of the plans. No graph paper! 2. Complete pans 33 r 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 3. Engineered truss details and layouts in duplicate (if required). No faxes! 4. Energy compliance design and supporting documentation in duplicate. 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). 9. Site plan and business license approval from the City of Biggs. 10. Letter of intent for non-residential buildings. 11. Detached Accessory Building Form filled out by the owner (if required). 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required), ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ (0 Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 Applicant: Smith, Bill & Deanna Permit No: 05-1280 Project Type: Addn Bed/Bath/Porch APN: 022-240-153 100% 70% Plan Check Fees $ 450.94 $ 315.66 $ 450.94 $ 315.66 WILLDAN Fee $ 315.66 Copies Attached: Qty Chk Application f Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other Butte County Department of Development Services e�TrF YVONNE CHRISTOPHER, DIRECTOR 00 \ I / 00 O 0 0 7 County Center Drive o �� , - o o o Oroville, CA 95965 c0U M (530) 538.7601 Telephone N'�y w (530) 538-7785 Facsimile N TO: WILLDAN ' FROM: Scott Rutherford (530) 538-7160 sruthertord(ftuttecounty.net SUBJECT: ` Plans Transmittal For Review Per Contract O z DATE: 5/16/2005 Applicant: Smith, Bill & Deanna Permit No: 05-1280 Project Type: Addn Bed/Bath/Porch APN: 022-240-153 100% 70% Plan Check Fees $ 450.94 $ 315.66 $ 450.94 $ 315.66 WILLDAN Fee $ 315.66 Copies Attached: Qty Chk Application f Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET www.buttecounty.net/dds OWNER: / L ASSESSOR PARCEL NUMBER D 2� yO ' l Proposed Building Use: &4�ermit Technician: 62::_751 -Date: j--/-6 )- \Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. \L�7 IN 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. \ ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. �E7 i )J 4. Engineered truss details and layouts in duplicate. No faxes! \ ❑ 5. Letter from Engineer or Architect for truss design review. `❑ i 1\j 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings. \ ❑ 12. Hazardous Material Form. `❑j/ U 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers ❑ 17. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office ❑ 18. Soils Report and/or Engineered Foundation required. ❑ 19. Erosion Control Plan Required. �p 20. ees as shown on the attached Schedule of Fees Due Sheet. ❑ 1. City of Chico Plumbing permit. ❑ 22. Site plan and business license approval from the City of Biggs. ❑ California Department of Forestr plan approval ❑ paid. 't7 Planning approval for (A) Use: � B)Parking: (C) Parcel Check: ❑ 5. Contact Land Development about _ Improvements, _Drainage. j/J 26. NPDES Form ❑ 27. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 28. Contractor's license information. (Number, Name Style, Classification). ❑ 29. Worker's Compensation Carrier and Policy Number. ❑ 30. Owner -Builder Verification ( _ Given to owner, _ Mailed to owner). ❑ 31. Letter of Signature authorization. ❑ 32. Recorded copy of Agricultural Acknowledgment Statement. ❑ 33. Existing violations and/or expired permits. ❑ 34. Deed Restriction. ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ❑ 36. Other: , Cy ❑ 37. Other:9L/6-3--17 ' c � When issued Telephone /Z/ C14A&/I- L Ind hold for pickup. I have bee" ormed of the above items and requirements for obtaining a building permit. 1 Applicant: ofnn ►`� Date: EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, , n issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees, and other departm at-eost� are -F► dable. Original -Applicant -I! J _'7" E.H. USE ONLY Plot Plan Attached Floor Man Attached Sant to B.D. / TO: . Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance �IChA sat Owner Location AP Plan Approved for: Sewage Di Water Su .ply: Public . Pr va Well Clearance for dwelling. Other �n a.D/2r . ,.r, Q�� Hold final for: Final clearance O.K. for: NOTE: Environmen 8/96 Health Specialist Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES %�7� Website:/www.buttecounty.net/dds OWNER / � /�C.�C� PROPROKV BUILDING USE 77OPJ / 2> Y✓ � 11 !� Jw- "I 1. BUILDING PERMIT FEES / �� --- Balance Due ..................... $ (7 --- FEMA Flood elevation review - Additional plan checking Fee.... $ &2-1 ,n,• 2. SCHOOL DISTRICT FEES �/�_4 (paid at School District Office) (form available after Plan Check) SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$_ Units Commercial (sq. ftg.)..... X $0.03 = $_ Sq.Ftg. A.P. # D ZZ— ZyC' DATE �� 3 —ay, RECEIPT # DATE REC. -7 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH C141CO SPECIFIC PLAN (per. dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) _ WATER TENDER FEES BATTALION # W'200.00 (paid at Building Division) MIP 9. OTHER 10. OTHER 11. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed d,7ing the plan checking process. I 1 APPLICANT 2AA9 DATE I3 vJ Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed In your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) � • , GgIIC WC�� Department C o u n t y J. Michael Crump, Director Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538.7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution. Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE] Project Description: SG411-7�_J 106 �/�/�aM �i¢7;-/ /tvDiTiCl\) Project Location and/or Parcel Number: a Z2 L/a /1 57 S By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. t � Signed: 1� Title: Date: w3i Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 IQ l T D,c �vTr � F • 1° C \� a— °i `�W0 g �Cic wo�� Department ..County J. Michael Crump, Director of Public Works. o f B u t t e LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 0 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution. Prevention Plan (SWPPP) Acknowledgement rLESS THAN 1 ACRE1 Project Description: Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. V Signed: Title: Date: Less than I Acre NPDES & SWPPP Compliance Certification Butte County Stone Water Management Program Revised 5/24/04 Butte County Department ol�Development S'ei-wces evTr� ° 7 County Center Drive Oroville CA 95965 ° 1G ` ° ° . .. ° (530) 538-7601 Telephone ,. ° _' °' • ° (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: a I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence.to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: )(J�1A l • ,J1�.t� J+�_ Building site address: S b Z 1 oc'e J�� • l� (Zl N��1,�. APN: Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: •��%�s' M�m . N C� SIGNATURE OF APPLICA T DATE Copy to Applicant/EH/File K:Forms/BldgPertnitwithoutClearances 020705 WLLLDAN Serving Public Agencies July 5, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530).538-7169 (530) 538-2140 FAX BUTTE COUNTY PLAN REVIEW REPORT Status: Approved Jurisdiction Job No: 05-1280 Assessor's Parcel No: 022-240-153 Description: Smith-Addn Bed/Bath/Porch Willdan Project No: 14353-1667 ` Dear Mr. Rutherford: 'low W -,"r 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com Willdan has completed a plan review of submitted plans andidocuments for the above referenced project and recommends your approval with the conditions noted on the 2"d page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: * Plans: Two (2) copies, sheets 1 through 5 dated 6/23/05, by William Wagner. �k Truss Calculations: Two (2) copies dated 4/25/05, by Homewood Truss. �k Energy Calculations: Two (2) copies dated 5/2/05, by Jesse Ontiveros, Estrada Engineering. �k Site Plans: Two (2) copies not dated or signed. The plans have been stamped with the Willdan approval stamp and dated. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. W I LLDAN Serving Public Agencies APPLICABLE CODES Our review was based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code (CBC) • Part 6, known as the California Energy Code, and Energy Commission Standards (CECS) CODE ANALYSIS Specific Use Type of Occupancy Type of Construction Stories Total Sq Ft Bedroom Suite Addition to Existing House R-3 V -N 1 448 Covered Screen Porch Addition to Existing House R-3 V -N 1 336 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and notes as redlined on the plans. 3. The Title -24 -CF -1R -form shall be signed by the designer, owner or other person taking responsibility for the project design and the Title -24 -documentation author (where different). CES 10-103(a)1 and California Residential Manual 1.4.8 SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals. Sincerely, Michael LeBeau Plans Examiner Cc: Alice Mefford, amefford(abuttecounty.net Bill Smith 578 Macedo Road, Gridley, CA95948 William Wagner 1340 Campbell Road, Live Oak, CA95953 Page 2 oft County of Butte 05-1280 Willdan 1=3353- 1576.PC2.F School District A.P. Number Property Owner Property LocationlAi BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) I I() �(A . Building Department No. 05 - Vol/ l J �' "/S Jurisdiction: city County Subdivision Residential Development I Q �� Q Sq. Footage /4 Commercial/Industrial , '0 No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation = nversion— Permit # ° •(No foundation Inspection) :.........................................:............................ ........................ ..... : Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) ~` Addition District Identification- No. 1 of ", X.: N School District certifies that (City) has complied with the requirements of Resolution No. representing i square feet. School District Paid by Check # — Remarks: (State) Sq. Footage r (including Exterior Roofed Areas) 7- e Date (Phone Number) (Zip Code) 09 _ f^j L� by payment of $ jAB 2926 $ FULL MMGATION $ Date — U No**: You may protest the Imposition of the fees identified above by submitting a written protest to the District. In compliance with Government Code Section 66020(a), within 90 days from the date fess aro paid. Failure to submit s timely written protest wlll'prohlbit you from challenging the Imposition of the fees in any court action. M, s7bsequmd to the School District Reprsserdatlw signing this Butte County Schools Impact Fee Cerditstion Form, tlw 8ehool District Is i rhotMed by the applicable Local Planning Agency that this project Is being revlewod under the California Environmental Quality Ad (CEQA] this project may be subjsd to additional school fees to hilly mitigate. its impact on the school dletrict"s schools. '* White (applicant), Yellow (building department), Pink (school district) feeform.x(a (10/03)dmm SITE PLAN REVIEW APPLICATION Date: 7 BS AP# o 92- 2- q 0 r I S 3 Permit Number (if applicable) TO APPLICANT INFORMATION Owners Name: Owners Address arcel Size: `j ^ 04 Q- C/L�. S A _ Telephone No.: If 7 c0 ~- S_/7 % Zn �Q./Situs Address: 5 � 'Q Ct_GQO' GL _Gl . Proposed Use: Residential New Single Family Residential Single Family Addition ❑ Single Family Remodel Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Gni. %5.9Cff Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site PI n Staniped' Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ^// Expansive Soils (Test for expansive soils and if verified proper foundation design required) Mod SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: —A • Flood Panel No.:(�(a 00 G 5 Index Date: 0 0 ❑ Sacramento River Reclamation District (Approval must be obtained from the ealit6mia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: /1 —S Applicable Building Setbacks: I ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front � i Side Side Street Rear Height Waterway N/A N/A N/A . I ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 i Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other --------------------------------------------------------- ----------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of .the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference:. Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑. Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 IM Subdivision Map/Parcel Map: Map Date of Recording: 51,190 Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: J/ 7 Page. 1i Date of Approval: Parcel Map/Subdivision Map[Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa El MI Page 4 of 5 -a ISI n Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 ISI n Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 SCALE: I" = 100' S89-STE GG0.OjR) N89'2836-E(R, Ry BABJ GGL23'(R4) GGL501M) 330.63' 330.63 40* R/W FOR ORANAGE OITCN 190 OA 260 `°"° d� ``ry EXPIRES oAtJ. 9130192 +� RICHARD F. OTA SANNAR NOTE THE 40' R PURPOSES15 HERE EASEMENT FOR ROAD EEK TIO LS HEREBY OFFERED TO BUTTE AND UTILITY DEDICATION IN DEEDS. A PUBLIC ROAD, AND IS TOBE TY FOR OWNERSHIP AN RECORDED 11 Of OFFICE OF LT4�OEM IE46gUL1TC7EONLIAiAfNTLY RECORDED N DTHEER SERIAL OF V o P2C0l�Af�f7 RECORDER UNDER SERIAL N0. P L.S. 4835 RICHARD F. SANNAR THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY W CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIW- THIS NAP CONFORMS WITH THE REOUREMENTS OF THE q FILED THIS /!r DAY OF 1990 AT.4 it W BORA AT P�O Tl EEOUEST LICENSED LAND SURVEYOR SIGN MAP ACT AND LOCAL ORDNANCE AT THE REQUEST OF RAY BORGES ON STATE THAT THIS PARCEL SUBDIVISION MAP ACT AND LOCAL ORDNANCE. �wLAPPS ,AT OF 9 dAM1ARY 2L 1990.1 HEREBY MAP SUBSTANTIALLY CONFORMS TO THE APPROVED OR CONDITIONALLY APPROVED TENTATIVE MAP, C 556 LITTLE AVENUE F ANY. ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS TO HENT LS N ACCEPTED AT THIS TORE. GATED. _ s GRIDLEY, CA 95948 NOICATED, AND ARE SUFFICIENT ENABLE THE SURVEY TO BE RETRACED.. Z�O - ` PHONE NO. (916)846.2592 Q :A -AS . �- -_- _-- " e DEPUTY CANDACE GRUBBS COUNTY RECORDER P.M. 88/07 PARCEL I 1 BUTTE COUNTY SURVEYOR' PARCEL 2 P.M. 94 /74 /1P zz-z4-19S ` PARCEL 2 5.003 AC. GROSS 4.70 AC. NET ,^A H 5.003 AC, GROSS 4.70 AC, NET PARCEL 3 q n _ n W _ a r s � 9 o 0* NON-FJOCUAi1VE EASFJ.ENf FOR itOAD a UTILITY PURPOSES 2680 OR 627 330.03_ 330.06 —� i+ 589'29Y6�' _ 660.07 Yl 660.0* (R) V 330.0]' 3]0.04' ZG+ t ✓ S8912709 -W L9T9-72 R�) 589 45 • S.W. COR. LOT 4 • t Si. COR. LOT 4 `°"° d� ``ry EXPIRES oAtJ. 9130192 +� RICHARD F. OTA SANNAR NOTE THE 40' R PURPOSES15 HERE EASEMENT FOR ROAD EEK TIO LS HEREBY OFFERED TO BUTTE AND UTILITY DEDICATION IN DEEDS. A PUBLIC ROAD, AND IS TOBE TY FOR OWNERSHIP AN RECORDED 11 Of OFFICE OF LT4�OEM IE46gUL1TC7EONLIAiAfNTLY RECORDED N DTHEER SERIAL OF V o P2C0l�Af�f7 RECORDER UNDER SERIAL N0. P L.S. 4835 RICHARD F. SANNAR THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY W CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIW- SITE q WCDO A- $ s LOCATION MAP NO SCALE BASIS OF BEARINGS: IS THE NORTH LINE OF LOT 4 AS ESTABLISHED BY FOUNDMONUMENTS AND SHOWN ON PAL 94/74 AS NBA(8'56'E LEGEND: (R)- RECORD PER BIC 6 OF MAPS, PG. 56, G.C. N• II (RJ- 88 P.M. 07 (R2)- 94 PAL 74 X - FD. 1/Z• REBAR W IPL. CAP, L.S. 4202 - SET 112- REBAR W IPL. CAP, L.S. 4839 O - PONT DETERMINED ONLY x- F0. 3/4" IRON PIPE, PLUGGED- NO TAG . (M)- MEASURED ON THIS SURVEY PARCEL MAP OF LOT 4, GRIDLEY COLONY -NO.'! I, BK. 6 OF MAPS, PG. 56 LOCATED IN THE N.E. 1/4 OF S. 35, T. 18N. R. 2E. M.D.M. UNIC. AREA OF BUTTE COUNTY, CALIF. FOR:RAY BORGES ADDITIONAL INFORMATION WHICH IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST 19 BEING CONCURREY ORDERN AT OFFICIAL RECORDS SERIAL A CALUtOP ; SURVEYOR'S STATEMENT COUNTY SURVEYOR'S STATEMENT RECORDER'S CERTIFICATE RICHARD F. SANNAR THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY W CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIW- THIS NAP CONFORMS WITH THE REOUREMENTS OF THE q FILED THIS /!r DAY OF 1990 AT.4 it W BORA AT P�O Tl EEOUEST LICENSED LAND SURVEYOR SIGN MAP ACT AND LOCAL ORDNANCE AT THE REQUEST OF RAY BORGES ON STATE THAT THIS PARCEL SUBDIVISION MAP ACT AND LOCAL ORDNANCE. �wLAPPS ,AT OF 9 dAM1ARY 2L 1990.1 HEREBY MAP SUBSTANTIALLY CONFORMS TO THE APPROVED OR CONDITIONALLY APPROVED TENTATIVE MAP, - THE OFFER FOR DEDICATION OF THE 40' WIDE EASE- 556 LITTLE AVENUE F ANY. ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS TO HENT LS N ACCEPTED AT THIS TORE. GATED. _ SERIAL NN4BER 90• Ri02 GRIDLEY, CA 95948 NOICATED, AND ARE SUFFICIENT ENABLE THE SURVEY TO BE RETRACED.. Z�O - ` PHONE NO. (916)846.2592 Q :A -AS . �- -_- _-- v,F WILLIAM CHEFF RA 14228 EXP. 31 MAR 93) DEPUTY CANDACE GRUBBS COUNTY RECORDER RICHARD F SANNAR L!. 4833 1 BUTTE COUNTY SURVEYOR' /1P zz-z4-19S Certificate of Compliance: Residential (Part 1 of 2) 'CF -1 R Richard Bill 5/2/2005 Project Title Date 578 Macedo Rd. Grdle Project Address JUL. 0 J 2005 Building Permit # Estrada Engineering 530674-1681 Plan Check /Date Documentation Author Te ephone Computer Performance 11 Field Check / Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only s " �,,. GENERAL INFORMATION =•Total Conditioned Floor Area: 4'48 ft? r., •Average Ceiling. Height: 8.0.ft. To tal•Conditioned Slab. Area: w„',. iBUilding Type: ” C- (Qheck one or.more) r r _ ' 117,Single Family Detached `� Addition _ , .. ,. �.. �.. , . - MAY 19 2005 G" -Single Family Attached ❑' Existing Building t ❑ -Multi-Family ❑-Existing Plus Addition.--'.., - ! 1. FFNFSTRATIDN Shading Devices Type Front Orientation: (East) 9) 0 deg Floor Construction Type: F-1 Slab Floor Number of Dwelling Units: 0.33 Number of Stories: 1 ® Raised Floor BUTTE COUNTY BUILDING SHELL INSULATION t,A ll ° Overhang Side Fins Const. I��rL.LJ���>,.�' L-" v 6` SF Component Frame Assembly Location/Comments �,�i�R�,1� SHGC - `--- Type-- - - Type U -Value - (attic, garage, typical, etc-APPROVED- tc: -- R-19 Floor (F.19.2x8.16) Wood 0.038 Exterior Floor / Over Crawlspace (w/R-6 Credit) R-19 (South) 24.0 0.53 R-19 Wall (W.19.2x6.16) Wood 0.065 Exterior Wall Bug Screen X❑ ❑ R-38 Roof Truss A 24" Wood 0.024 Exterior Roof. Rear FFNFSTRATIDN Shading Devices Type Orientation Area Fenestration Exterior Overhang Side Fins SF U -Factor SHGC Shading Yes / No Yes I No Left (South) 24.0 0.53 0.61 Bug Screen X❑ ❑ ❑ Q Rear (West) 26.0 0.53 0.61 Bug Screen X❑ ❑ ❑ x❑ Right (North) 24.0 0.53 0.61 Bug Screena ❑ ❑ X Q Q El ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ R 0 RunCode: e: 11 997 Ener Pro 3.1 By Ene ysoft User Number: 5366 Job Number: E05-025 Pagel of 8 Certificate of Compliance: Residential (Part 2 of 2) Richard Bill 5/2/2005 Project Title Date HVAC SYSTEMS Note: Input Hydronlc or Combined Hydronlc data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location / pump, etc.) (AFUE/HSPF)(ducts, attic, etc.) R -Value Type Comments CF -1 R Sit Heat Pump 6.24 HSPF Ductless/ with Fan _ n/a Setback HVAC System :• ' ;,00ling..Equipment. ' Minimum Duct . -. .. Type (air conditioner, Efficiency Location' ` Cuct Thermostat Location - . t ump, evap. cooling) (SEER) -.;::hea- ' . (attic etc.) R -Value' Type, Comments Split Heat Pump 8.9 SEER Ductless n/a Sethack HVAC:.Rystam WATER HEATING SYSTEMS Rated 1 Tank Energy Facts External Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank Insul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (%) R -Value 1 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. The undersigned recognize that compliance using duct sealing and TXV's requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: Name: Jesse Ontiveros Title/Firm: Bill Wagner Title/Firm: Estrada Engineerinq Address: Address: 723 A Plumas Street Telephone: Lic. #: (signature) (date) Enforcement Agency Name: Title/Firm: Address: TeleDhone: Yuba City CA 95991 Telephone: 530 674-1681 5-Z'oS 2(siglure) (date) (signature/stamp) taate/ Run Initiation Time: 05/02105 17:25.10 Run Code• 1115079970 EnergyPro 3.1 By EnergySoft User Number: 5366 Job Number: E05-025 Page:2 of 8 Mandatory Measures Checklist: Residential (Page 1 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION instructions: Check or initial applicable boxes or enter NIA if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures � 1150(a): Minimum R-19 ceiling insulation. © § 150(b): Loose fill insulation manufacturer's labeled R _Value. • §15Q(c):.Minimum R-13 wall insulation in wood framed walls or equivalent U.value in metal -frame walls (does . not apply to exterior mass walls). � 7 § 150(dy. Minimum R•13 raised floor insulation in framed Floors or equivalent -'§150(1); 'Slab edge insulation -water absorption rate no.greater than 0.3% water vapor,transmission rate no ; greater_than 2.0 perm/inch. § 118: Insulation specified or installed meets insulation quality.standards. Indicate type,and form: §116-17' Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage, 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ § 150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. ❑§150(e): Gas Appliances Gas Logs. Installation of Fireplaces, Decorative and 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures a§ 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. ® §150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. § 150(i): Setback thermostat on all applicable heating and/or cooling systems. a§1500): Pipe and Tank Insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems; insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55 degrees F. insulated. 6. Piping insulating between heating source and indirect hot water tank. EnergyPro 3.1 By EnergySoft User Number: 5366 Job Number: E05=025 Page:3 of 8 _I Mandatory Measures Checklist: Residential (Page 2 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are chnwn PlePwhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or Initial applicable boxes or enter N/A If not applicable. DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) Al "§ 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the 1998 CMC Sections 601, 603, 604 and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic„ tape, aerosol sealant, •or, other duct -closure system v . that meets the applicable requirements of UL.181, UL181A, or UL181B.. If mastic or tape, is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall.be'used. Building cavities shall not Pe used for conveying conditioned air: Joints and seams of duct systems and their components -shall not be .• - sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and. a - drawbands. r 2. Building' cavities, support platforms for air handlers; and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with Goth back rubber adhesive duct tapes unless such a tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilation systems serving conditioned space have eitherautomatic or readily accessible, manually operated dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. ❑ § 114: Pool and Spa Heating Systems and Equipment 1. Certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating, and no pilot. 2. System is installed with at least 36" of pipe between filter and heater for future solar, cover for outdoor pools or spas. a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. ❑§115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) ❑ §118 (f): Cool Roof material meet specified criteria Lighting Measures ❑ §150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. — IV 1§ 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternative to this requirement allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. 3.1 By EnergySoft User Number: 5366 Job Number E05-025 Page:4 0f 8 Computer Method Summary (Part 1 of 3) . C -2R Rirhard Rill Project Title 578 rgds Rd C�rdlev 5/2/2005 Date Project Address Building Permit # Fstrada FnninPPring (530) 674-1681 DocumentationKuthor Telephone Plan Check/Date QomputAr PPrformanG2 Compliance Method (Package or Computer) 11 Climate Zone Field Check/Date – Source Energy Use Standard Proposed, Compliance "r Btu/sf-yr) Design Design... -,..Margin .:Space• Heating :. 18.40 - . ..13.85 „ r 11.90 Space:Cooling =' 15.47. =3.58: :. -Domestic Hot Water 0.00 0.00 _ -0.00 `Totals ' 30.29 - .29:32 0.97.. - BUILDING!COMPLIES GENERAL' INFORMATION Slab Floor -� Conditioned Floor Area: 448 Floor Construction Type: Raised Floor Building Type: Single Fam Detached Building Front Orientation: (East). 90 deg Total Fenestration Area: 16.5%. Number of Dwelling Units: 0.33 Total Conditioned Volume: 3,584 Number of Stories: 1 Slab Floor Area: 0 BUILDING ZONE INFORMATION Zone Name # of Floor Area Volume Units Zone Tvpe OPAQUE SURFACES Act. Type Area U -Fac. Azm. Tilt FlnwrS 448 0 038 _ 0 180 Wall 128 0 065 _ 90 An Wall_ 200 0 ass 180 — n Wall 102 0.065 270 90 Wall 88 0.065 .� 0 Ronf 448 0 024 90 _ 0 Solar Gains Reference Floor ,A ■ - l 19 26 16) �A ■ 1 K ■ PA4 1R-1 9 Wall111q MAW W- K ■ n Thermostat Vent Type Hgt. Area Sathack 9 n/a Location / Comments 1ef Flnnr 10 Flnnr ISt Flnnr 1st Flnnr 1st Flnnr 1st Flnnr 3.1 By EnergySoft user Number: 5366 Job Number: E05-025 - " Page:5 of 8 J e � ' Computer Method Summary (Part 2 of 3) C -2R Richard Bill 5/2/2005 Project Title Date FENESTRATION SURFACES U- Act. Glazing Type Location/ # Type Area Factor SHGC Azm. Tilt Comments I Window Left (South) 94f) 0.5' 0 ORI 180 M Mercer 1st Floor 2 Window Rear (West) 6.0 0.530 0.61 270 90 Mercer 1st Floor _ 2 Window Rear (West)_ 20.0 0.530 0.61 270 90 Mercer 1st Floor _ _ 4 Window Right (North) 24.0 0.530 0.61 0 90 Mercer, 1st Floor r. INTERIOR AND EXTERIOR SHADING Window Overhanq Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. REA Dist. Len. Hgt. Dist. Len. Hgt_ 1 Bug Screen 0.76 4.0 6.0 2.0 0.1 2.0 2.0 2 Bug Screen 0.76 3.0 2.0 2.0 0.1 2.0 2.0 3 Bug Screen 0.76 6.7 3.0 2.0 0.1 2.0 2.0 4 Bug Screen 0.76 4.0 6.0 2.0 01 2.0 2.0 EneravPro 3.1 By EnergySoft User Number: 5366 Job Number: E05-025 Page:6 of 8 REM Computer Method Summary (Part 3 of 3) C -2R Richard Bill 5/2/2005 Project Title Date THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Location Type (sf) (in.) Cap. Cond. Form 3 Reference R -Val. Comments PERIMETER.L'OSSES.. _ _._. _ r F2 � Insulation ' R -Val. De a Depth . Loctic; Y Comenis • Type:. •. '� Length Factor. p _ _ - YSTEMS- HVAC SYSTEMS, Heating Heating Equipment Minimum Distribution Type Type (furnace, heat Efficiencyy and Location Duct Thermostat Location / pump, etc.) (AFUE/HSPF)(ducts/attic, etc.) R -Value Type Comments _ Split Heat Pump 6.24 HSPF Ductless / with Fan n/a Setback HVAC System _ Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc,) R -Value Type Comments _ Split Heat Pump $,9 SEER Ductless n/a Setback HVA[:System WATER HEATING SYSTEMS Ratedf Tank Energy Fact! Tank Insul. . Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby R -Value System Name Type Type Syst (Btu/hr) (gal) Efficiency Loss (%) Ext. _ 1 For small gas storage (rated input — 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. _ For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REM PROJECT NAME DATE Richard Bill 5/2/2005 SYSTEM NAME FLOOR AREA HVAC System 448 umber of Systems 1I COIL COOLING PEAK COIL HTG. NtAK eating System CFM Sensible Latent CFM Sensible 30 Output per System 12,100 Total Room Loads 789 6,998 Total Output (Btuh) - 12,100 Return Vented Lighting__ _ 0 Output (Btuhlsgff) 27.0 Return Air,DUCtS. :F•' Air S stem 350 855 382 855 ooling.Sysfem,: 1.91 Return -Fan 841.0 �_.0 0.0 0 0.00 *^ - Output per System 12,200 Ventilation o .o 0 0 0 _Total Output (Btuh) �. ;� .12,200 Supply 0 Total Output (Tons) 1.0 Supply Air Ducts Total Output (Btuhlsgft) 27.2 TOTAL SYSTEM LOAD '"' .-1-, 7,6981 30 8 400 Note: values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS 0 69 6 0i= 25.0 F Outside Air 0 cfm 69.6 OF 102.9 / 71.5 OF Outside Air 0 cfm 78.4/63.9 °F EnerovPro 3.1 AMANA 12C3HEW 8,288 2,857 7,793 Total Adjusted System Output 8,288 2 857 7,7g3 (Adjusted for Peak Design' Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am) raam TPmneratures at Time of Heating Peak) Heating Coil 78.10F Supply Fan 855 cfm 78.1 OF --)p Supply Air Ducts W 77.7 OF ROOMS 70.0 OF in Return Air Ducts '*I 784/63.90F M 69.3 / 60.8 °F User Number: 5366 N . Cooling Coil Supply Fa 855 cfm 69.3 / 60.8 of --`� Supply Air Ducts Fan 69.7 / 60.9 of 45.9% R.H. ROOMS 78.0/63.7OF Return Air Ducts Job Number: E05-025 8of8 Total Output (sgft/Ton) 440.7 Air S stem CFM per System 855 Airflow (cfm) 855 Airflow (cfm/sqf#) 1.91 Airflow (cfm/Ton) 841.0 Outside Air (%) 0.0 Outside Air (cfm/sqft) 0.00 Note: values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS 0 69 6 0i= 25.0 F Outside Air 0 cfm 69.6 OF 102.9 / 71.5 OF Outside Air 0 cfm 78.4/63.9 °F EnerovPro 3.1 AMANA 12C3HEW 8,288 2,857 7,793 Total Adjusted System Output 8,288 2 857 7,7g3 (Adjusted for Peak Design' Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am) raam TPmneratures at Time of Heating Peak) Heating Coil 78.10F Supply Fan 855 cfm 78.1 OF --)p Supply Air Ducts W 77.7 OF ROOMS 70.0 OF in Return Air Ducts '*I 784/63.90F M 69.3 / 60.8 °F User Number: 5366 N . Cooling Coil Supply Fa 855 cfm 69.3 / 60.8 of --`� Supply Air Ducts Fan 69.7 / 60.9 of 45.9% R.H. ROOMS 78.0/63.7OF Return Air Ducts Job Number: E05-025 8of8 EXCERPTS FROM CHAPTER 23 TABLE 23 -11 -B -1 -NAILING SCHEDULE 2001 CALIFORNIA BUILDING CODE 1. Joist to sill or girder, toenail •^I 2. Bridging to joist, toenail each end 3-8d 3. 1" x 6" (25 mm x 152 mm) subfloor or less to each joist, face nail 2-8d2 4. Wider than 1" x 6" (25 mm x 152 mm) subfloor to each joist, face nail 8d 5. 2" (51 mm) subfloor to joist or girder, blind and face nail 3-8d 6. Sole plate to joist or blocking, typical face nail 2.16d Sole plate to joist or blocking, at braced wall panels 16d at 16" (406 mm) o.c. (40 mm 6d at3-16d 17. Ceiling joists, laps over partitions, face nail per mm) 7. Top plate to stud, end nail 3-16d 8. Stud to sole plate 2-16d 9. Double studs, face nail 4-8d, toenail or 2-16d, end nail 10. Doubled top plates, typical face nail 16d at 24" (610 mm) o.c. Double top plates, lap splice lou at lo- (406 mm) O.C. 11. Blocking between joists or rafters to top plate, toenail 8-16dd 12. Rim joist to top plate, toenail 3-S 13. Top plates, laps and intersections, face nail 8d at 6" (152 mm) o8 14. Continuous header, two pieces 2-16d 16d at 16" (406 mm) o.c. along each edge 15. Ceiling joists to plate, toenail 16. Continuous header to stud, toenail 3-8d 17. Ceiling joists, laps over partitions, face nail 4-8d 18. Ceiling joists to parallel rafters, face nail 3-16d 19. Rafter to plate, toenail 3-16d 20. 1" (25 mm) brace to each stud and plate, face nail 3-8d2 21. 1" x 8" (25 mm x 203 mm) sheathing or less to each bearing, face nail 8d 22. Wider than 1" x 8" (25 mm x 203 mm) sheathing to each bearing, face nail 2-8d 23. Built-up comer studs 3-8d 16d at 24!'(610 mm) o.c. 24. Built-up girder and beams 20d at 32" (813 mm) o.c. at top and bottom and staggered 2-20d at ends and at each splice 25. 2" (51 mm) planks 2-16d at each bearing 26. Wood structural panels and particleboard,': Subfloor and wall sheathing (to framing): 1/2" (12.7 mm) and less 19/32,,-3/4,,(15 mm -19 mm) /g''-1" (22 mm -25 mm) 8d4 or 6d5 I1/g"-11/4" (29 mm -32 mm) 8d3 Combination subfloor-underlayment (to framing): lOd4 or 8d5 3/4" (19 mm) and less /8"-1" (22 mm -25 mm) 6d5 11/8"-11/4" (29 mm -32 mm) 8d5 100 or 8d5 27. Panel siding (to framing):2 1/2" (12.7 mm) or less 5/8" (16 mm) 6d6 28. Fiberboard sheathing: 8d6 1/2" (12.7 mm) No. 11 ga.8 6d4 25/32" (20 mm) No. 16 ga.9 No. 11 ga.8 8d4 - 29. Interior paneling No. 16 ga.9 1/4" (6.4 mm) 3/g" (9.5 mm) 4d10 1C 6d11 ommon or box nails may be used except where otherwise stated. 2Nails spaced at 6 inches (152 mm) on center at edges, 12 inches (305 mm) at intermediate supports except 6 inches (152 mm) at all supports where spans are 48 inches (1219 mm) or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Sections 2315.3.3 and 2315.4. Nails for wall sheathing may be common, box or casing. 3Common or deformed shank. 4Common. 5Deformed shank. 6Corrosion-resistant siding or casing nails conforming to the requirements of Section 2304.3. 7Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches152 mm) on center at intermediate supports. $Corrosion -resistant roofing nails with 1/16 -inch -diameter (11 mm) head and 11/,' -inch (38 mm) length for 1/2 -inch (12.7 mm) sheathing and 13/4 -inch (44 mm ) length for 25/32 -inch (20 mm) sheathingrconforming to the requirements of Section 2304.3. 9Corrosion-resistant staples with nominal /16 -inch (11 mm) crown and 11/8 -inch (29 mm) length for 1/2 -inch (12.7 mm) sheathing and 11/2 -inch (38 mm) length for 25/32 -inch (20 mm) sheathing conforming to the requirements of Section 2304.3. toPanel supports at 16 inches (406 mm) [20 inches (508 mm) if strength axis in the long direction of the panel, unless otherwise marked]. Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. liPanet supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports - 1 -212 2001 CALIFORNIA BUILDING CODE EXCERPTS FROM CHAPTER 23 TABLE 23-11-B-2—WOOD STRUCTURAL PANEL ROOF SHEATHING NAILING SCHEDULE1 lApplies only to mean roof heights up to 35 feet (10 700 mm). For mean roof heights over 35 feet (10 700 mm), the nailing shall be designed 2The roof fastening zones are shown below: FT�4 FT. —sl� 4 FT FT. (INCLUDING 1 FT. ✓ERHANG) ROOF RIDGE For SI: 1 foot = 304.8 mm. 3Edge spacing also applies over roof framing at gable -end walls. 4Use 8d ring -shank nails in this zone if mean roof height is greater than 25 feet (7600 mm). 1-213 ROOF FASTENING ZONE2 1 2 3 Fastening Schedule (inches on center) WIND REGION NAILS PANEL LOCATION x 25.4 for mm Greater than 90 mph (145 8d common Panel edges3 6 6 44 km/h) Panel field 6 6 64 Greater than 80 mph (129 8d common Panel edges3 6 6 4 km/h) to 90 mph (145 km/h) Panel field 12 6 6 80 mph (129 km/h) or less 8d common Panel edges3 6 6 6 Panel field 12 12 12 lApplies only to mean roof heights up to 35 feet (10 700 mm). For mean roof heights over 35 feet (10 700 mm), the nailing shall be designed 2The roof fastening zones are shown below: FT�4 FT. —sl� 4 FT FT. (INCLUDING 1 FT. ✓ERHANG) ROOF RIDGE For SI: 1 foot = 304.8 mm. 3Edge spacing also applies over roof framing at gable -end walls. 4Use 8d ring -shank nails in this zone if mean roof height is greater than 25 feet (7600 mm). 1-213 EXCERPTS FROM CHAPTER 23 TABLE 23 -11 -B -1 -NAILING SCHEDULE CONNECTION 1. Joist to sill or girder, toenail 2. Bridging to joist, toenail each end 3. 1" x 6" (25 mm x 152 mm) subfloor or less to each joist, face nail 4. Wider than 1" x 6" (25 mm x 152 mm) subfloor to each joist, face nail 5. 2" (51 mm) subfloor to joist or girder, blind and face nail 6. Sole plate to joist or blocking, typical face nail Sole plate to joist or blocking, at braced wall panels 7. Top plate to stud, end nail 8. Stud to sole plate 9. Double studs, face nail 10. Doubled top plates, typical face nail Double top plates, lap splice 2001 CALIFORNIA BUILDING CODE 3-8d 2-8d 2-8d 3-8d 2.16d 16d at 16" (406 mm) o.c. 3-16d per 16" (406 mm) 2-16d 4-8d, toenail or 2-16d, end nail 16d at 24" (610 mm) o.c. 16d at 16" (406 mm) o.c. u -11C., 11. Blocking between joists or rafters to top plate, toenail vd 3 8 12. Rim joist to top plate, toenail 13. Top plates, laps and intersections, face nail 8d at 6" (152 mm) o8 2-16d16d 14. Continuous header, two pieces at 16" (406 mm) o.c. along each edge 15. Ceilingjoists to plate, toenail 3-8d 16. Continuous header to stud, toenail 17. Ceiling joists, laps over partitions, face nail 4-8d 18. Ceiling joists to parallel rafters, face nail 3-16d 19. Rafter to plate, toenail 3-16d 20. 1" (25 mm) brace to each stud and plate, face nail 3-8d2 21. 1" x 8" (25 mm x 203 mm) sheathing or less to each bearing, face nail Sd 22. Wider than 1" x 8" (25 mm x 203 mm) sheathing to each bearing, face nail 2-8d 23. Built-up comer studs 3-8d 16d at 24" (610 mm) o.c. 24. Built-up girder and beams 20d at 32" (813 mm) o.c. at top and bottom and staggered 2-20d at ends and at each splice 25. 2" (51 mm) planks 26. Wood structural panels and particleboard2: 2-16d at each bearing Subfloor and wall sheathing (to framing): 1/2" (12.7 mm) and less 19/32''-3/4" (15 mm -19 mm) /8"-1" (22 mm -25 mm) 8d4 or 6d5 11/8"-11/4" (29 mm -32 mm) Sd3lOd4 Combination subfloor-underlayment (to framing): or 8d5 3/4" (19 mm) and less 7/8"-1" (22 mm -25 mm) 6d5 11/8"-11/4" (29 mm -32 mm) 8d5 100 or 8d5 27. Panel siding (to framing):2 1/2' (12.7 mm) or less 5/8" (16 mm) 6d6 28. Fiberboard sheathing: 8d6 1/2" (12.7 mm) No. 11 ga.8 6d4 25/32» (20 mm) No. 16 ga.9 No. 11 ga.8 8d4 29. Interior paneling No. 16 ga.9 1/4" (6.4 mm) 3/8" (9.5 mm) 4410 -� ... 1. -ay oo useu except wnere otnerwtse stated. zNails spaced at 6 inches (152 mm) on center at edges, 12 inches (305 mm) at intermediate supports except 6 inches (152 mm) at all supports where spans are 48 inches (1219 mm) or more. For nailing of wood structural panel and particleboard diaphragms and shearwalls, refer to Sections 2315.3.3 and 2315.4. Nails for wall sheathing may be common, box or casing. 3Common or deformed shank. 4Common. 513eformed shank. 6Corrosion-resistant siding or casing nails conforming to the requirements of Section 2304.3. 7Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches r152 mm) on center at intermediate supports. 8Corrosion-resistant roofing nails with 7/16 -inch -diameter (11 mm) head and 11/2 -inch (38 mm) length for 1/2 -inch (12.7 mm) sheathing and 13/4 -inch (44 mm ) length for 25/32 -inch (20 mm) sheathin&conforming to the requirements of Section 2304.3. 9Corrosion-resistant staples with nominal /16 -inch (11 mm) crown and 11/8 -inch (29 mm) length for 1/2 -inch (12.7 mm) sheathing and 11/2 -inch (38 mm) length for 25/32 -inch (20 mm) sheathing conforming to the requirements of Section 2304.3. 10panel supports at 16 inches (406 mm) [20 inches (508 mm) if strength axis in the long direction of the panel, unless otherwise marked). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. IiPanel supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. 1-212 2001 CALIFORNIA BUILDING CODE EXCERPTS FROM CHAPTER 23 TABLE 23-11-B-2—WOOD STRUCTURAL PANEL ROOF SHEATHING NAILING SCHEDULEI 2The roof fastening zones are shown below: 4 FT 4 FT.—,Ha—�' 5 FT. (INCLUDING 1 FT. I T OVERHANG) 0❑ ROOF RIDGE For SI: 1 foot = 304.8 mm. 3Edge spacing also applies over roof framing at gable -end walls. 4Use 8d ring -shank nails in this zone if mean roof height is greater than 25 feet (7600 mm). 1-213 ROOF FASTENING ZONEZ 1 2 3 I Fastening Schedule (Inches on center) WIND REGION NAILS PANEL LOCATION x 25.4 for mm Greater than 90 mph (145 8d common Panel edges3 6 6 44 km/h) Panel field 6 6 64 Greater than 80 mph (129 8d common Panel edges3 6 6 4 km/h) to 90 mph (145 km/h) Panel field 12 6 6 80 mph (129 km/h) or less 8d common Panel edges3 6 6 #12 6 Panel field 12 12 1A....G. ..n l 1A' nn ­ 2The roof fastening zones are shown below: 4 FT 4 FT.—,Ha—�' 5 FT. (INCLUDING 1 FT. I T OVERHANG) 0❑ ROOF RIDGE For SI: 1 foot = 304.8 mm. 3Edge spacing also applies over roof framing at gable -end walls. 4Use 8d ring -shank nails in this zone if mean roof height is greater than 25 feet (7600 mm). 1-213 O LOOMIS OFFICE MARYSVILLE PLANT IP 3243 Rippey Road 5033 Feather River Blvd. Ally=Loomis, CA 95650 Marysville, CA 95901 Phone: (916) 652-4655 Phone: (530) 743-8855 TRUSS Fax: (916) 652-3860 Fax: (530) 743-8856 Truss Design Submittal Designed By: Date: Technical Representative: Rick Patterson April 25, 2005 Richard Shippen * All enclosed drawings are in alpha-numerical order Client Project Bill Wagner Addition 578 Mascedo Rd., Gridley, CA, Office PhoneED Site Phone: Office Fax: -® = -j 11 Site ontact: ®_ra'a two � C� Plan/Elevation:< Floor System: O 17Original Submittal ®� Roof System• v O Complete Revision C �.. O Partial Revision: Replaces individual dr ings Work Order # 0830405 0 Addition: Add to Original Submittal — CAIBLE IN"),, DETAIL.(_ LUMBER SPCCIFICA11CINS: SHEATIIING 01-1 ONE FACE RED. "Y.,i #2 Df—L CHORDS ShIEAR DESIGPJ BY OTHERS .'Y4 �,TD. DF—L STUDS 1G -14-1D OR 20-10— 10 f SF. LOADING r- L ren 711 , co(Nn rcr.:»: 70 MPIA VnI40 LOADING j -'urr 1. • FOR CABLE ASSEMBLY GREATER SLL CE—Z. THAN 5'-10- Itl tICICHT ADD -014 SANESIZE AND W, %A1111 GRADE A.)1(IP LIIU 15d HAILS AT 12* O.C. -/ I-�tiJ� r ADD ON SPLICE 10 OCCUR-�v'- AT rAMCL P0117S 111111 ti - C1.U51EII5 2-10d MAILS OUTLOOKER DETAILS liORIZ. VENT 1AFNIBERS NOT REWIRED 11 rn 0 cc x 0 3-5 FULL RCARItIC WALL 1--1 UP TO 24" D.C. rrr nrT►it �2— I 2 0 ni C) REVEI. CAME END FRAME 1.5-3 OTIC WE AI'Q) (2) 1.1 GA STAPLES Otl UTNE.R slnC UR (5) 2" 16 Co. SlAPLLS —� VARIES 3-5 MIN. OR PLA1E AS Or; OPTIONAL CAI•IiILEVCR urs TO no" VAThI S UDiris WALL UP 10 24" r4O CHANGE `ASCE OUTLCC CR DrIAIL CADI.0 EMD fRA1dC� 7X•11 ITIACONAI. BRACE AT CENTERLINE OR AT 16'-0- O.C. IjIMILIUM BRACII•IC 0E1AILS - SEE S1RI)C1URAL jr3d AT 24" 0 DRAYANGS FOR ADDITIOfJAL REOU1RE1.1E1ITS nCARINC COIItICCT10Ms ARC 111E SOLE RCSrCIIISIRd.1Tv OF -WE ENGINEER OF RECORD. DETAILS (IM THIS PAGE ARE 5UGGCSI101.1S 01•I0 AND ARC 1101 10 RE U111.171,11 WI111 C,UI lllC WILDING FICl.IG11111S APPROVAL. SFC TPI HI0-91 FOR OTFIER BRACING RECOIALACHDA1101.15 CEN1f.RLINI CF ' 1 O.C. 4 ,nus � AS DEC. v - a C. W -u "a 7- m ®C) o W� 0 1 A Roofli.ne 3D Layout Wagner -Addition SALES REP DUE DATE : RS WO# 0830405 Q B Z 1 1 W a g n e r DSGNR/CHKR RP / BW Date 4/21/2005 13:50 T Iq U 'L"R 14 L A 578 MasCedO Rd TC Live TC Dead 16.00 9.00 psf psf DurFac-Lbr 1.25 DurFaC-Plt 1.25 Gridley, Ca. BC Live 0.00 psf O.C. Spacing : 24.0 BC Dead 8.00 psf Design Spec : UBC -97 ����� Sy s t e m s Total 33.00 psf #Tr/#Cfg 27 / 0 Job Name: Wagner -Addition Truss ID: Al Qty: 8 BRG - X -LOC REACT SIZE REQ'D 1 0- 1-12 825 3.50" 1.50" 2 20-10- 4 825 3.50" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) ' L/999 IN MEM 7-8 (LIVE) L- -0.19" D= -0.21" T= -0.40" CRITICAL MEMBER FORCES: TC COMP. WR. / TENS. DUR. CSI 1-2 -271.3 1.253/ 616 1.60 0.71 2-3 -2079(1.25)/ 459 1.60 0.29 3-4 -2079((1.253/ 459 1.60 0.29 4-5 -2712 1.25 / 616 1.60 0.71 BC COMP.(DUR. / TENS. DUR. CSI 6-7 -516(1.603/ 2538 1.25 0.S8 7-8 -513(((1.603)/ 2513 1.25 0.44 8-9 -513 1.60 / 2513 1.25 0.44 9-10 -516 1.60 / 2538 1.25 0.S8 p'B COMP.(DUR.)/ TENS. DUR. CSI 2-7 / 101 0.90 0.06 2-8 -587 1.25 / 240 1.60 0.09 3-8 -374 1.60 / 1563 1.25 0.64 4-8 -587 1.25 / 240 1.60 0.09 4-9 0.90 0.06 TC 2x4 DFL #1 BC 2x4 DFL #1 WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607 PLATING BASED ON GREEN LUMBER VALUES. 4- -7 0-3-15 6 0 0 C) Plating spec ' ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS) I 10-6-0 I 10-6-0 i 1 2 3 4 5 MO 4-4 5.0 UPLIFT REACTION(S) : Support 1 -219 lb Support 2 -219 lb This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor - 1.00 Truss Location - Not End Zone Hurricane/Ocean Line = No 'Exp Category = C Bldg Length = 40.00 ft, Bidg Width = 30.00 ft Mean roof height = 12.35 ft, mph 75 UBC Standard Occupancy, Dead Load 10.2)psf Olt3.0 -3l 00 O fl �l 10-2-8 [-2-0 I 21 1028 l 6 7 80-0 9 10 5 -5 2 0-3-15 4/21 ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an Individual building component not truss system. It has been based on specifications provided by the Component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensionsare to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes Cust: Bill Wagner W0: D ri ve_T_0830405_L00005_JO0001 Dsg n r' RP #LC = 15 WT' 105# TC Live 16.00 psf Du rFacs L=1.25 P=1.25 HOMEWOOD that the top chord is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly 7C Dead 9.00 psf f Rep Mb r Bnd 1.15 attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This Component Rep Mb r Comp 1.00 ® TRUSS shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause Connector plate Corrosion. BC Live 0.00 psf Rep Mb r Tens 1.00 4445 Northpark Dr. Fabricate, handle, Install and brace this truss in accordance with 'JOINT DETAILS' by Truswal,'ANSUTPI 1', VVTCA 1' -Wood Truss Council 'HANOIING BC Dead 8.00 psf O. C. Spaci ng 2- 0- 0 Co7D Springs, CO 80907 of America Standard Design Responsibilities, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' Design Spec UBC -97 {HIB -91) and HIB -91 SUMMARY SHEET by TPI. The Truss Plate Instilute (TPI) is located at D'Onofrio Drive, Madison, Wisconsin 53719. TOTAL 33.00 TRUSPLUS 6.0 VER: T6.4.2 The American Forest and Paper Association (AFPA) is located at 1111 1 gth Street, NW, Ste 80D,Washington. DC20036. psf DEFL RATIO: L/240 TC: L/24_ Job Name: Wagner -Addition Truss ID: AG Qty: 1 CRITICAL MEMBER FORCES: TC 2x4 DFL #1 Plating spec ANSI/TPI - 1995 This truss is designed using the that the top chord is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directlyRep BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. Mb r Bnd GBL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed - Yes, Importance Factor - 1.00 PLATE VALUES PER I ORESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, Truss Location = Not End Zone 1.00 Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR Hurricane/Ocean Line - No , Exp Category - C May use adequate staples for gable blocks. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Length = 40.00 ft, Bldg Width = 30.00 Mean height = 12.35 ft, mph = 75 ft BUILDING DESIGNER MUST VERIFY CABLE LOADS! GIRDERS. IF 2.5" GUN NAILS ARE USED, THE OTHERS). roof UBC Standard Occupancy, Dead Load = 10.2 psf [+] gable bracing required @ S8" intervals, if exposed to wind load applied to face. HANGERS MUST BE RE-EVALUATED (BY PLATING BASED ON GREEN LUMBER VALUES. 2- 0- 0 CO7O Springs, CO 80907 See "General Gable Details', C00206503S. t 10-6-0 110-6-0 I r 1 2 3 4 5 6 78 9 101 12 13 14 15 16 17 5.00 3-4 21-0-0 18 19 20 21 22 23 2425 2B7 28 29 30 31 32 33 TYPICAL PLATE: 1.5-4 are 20 a. unless frame Dates are c OVER CONTINUOUS SUPPORT 4/21 ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design Is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensionsare to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the bads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes Cust: Bill Wagner W0: Dr i ve_T_0830405_L00005_100001 Dsgn r' RP #LC = 16 WT' 152# TC Live 16.00 psf Du rFacs L=1.25 P=1.25 HOMEWOOD that the top chord is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directlyRep TC Dead 9.00 psf Mb r Bnd 1.15 attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component Rep Mb r Comp 1.00 ®TRUSS shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. BC Live 0.00 psf Rep Mb r Tens 1.00 4445 Northpark Dr. Fabricate, handle, install and brace this truss In accordance with 'JOINT DETAILS' by Truswal,'ANSUTPI 1', WTCA 1' -Wood Truss Council 'HANDLING PLATE CONNECTED WOOD TRUSSES' BC Dead 8.00 psf 0. C. Spaci ng 2- 0- 0 CO7O Springs, CO 80907 of America Standard Design Responsibilities, INSTALLING AND BRACING METAL Wisconsin 53719. Design Spec UBC -97 TRUSPLUS 6.0 VER: T6.4.2 {HIB -91) and'H18.91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) Is located at D'Onofrio Drive, Madison, TheAmedcanForestandPaperAssociation(AFPA)islocatedat111119th Stfeel,NW. Ste 800.Washington, DC20036. TOTAL 33.00 psf DEFL RATIO: L/240 TC: L/24 Job Name: Wagner -Addition Truss ID: B1 Qty: 1 BRG X -LOC REACT SIZE REQ'D 1 0- 1-12 2073 3.50" 2.21" 2 15-10- 4 2073 3.50"2.21" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) ' L/999 IN MEM 6-7 (LIVE) L= -0.06" D= -0.07" T= -0.13" CRITICAL MEMBER FORCES: (( 3 li 2T3 COM58(IIU. 25)/ TE203(O1U.60) 0 95 1-2 2858 1.25 / 203 1.60 0.95 BC COMP. DUR. / TENS. WR. CSI 4-5 95 1.603/ 2399 1.25 0.91 5-6 _72(1.603/ 1712 1.25 0.76 6-7 95(1.60 / 2399 1.25 0.91 WB COMP.(DUR.)/ TENS. DUR. CSI 2-5 -125(1.603/ 1378 1.25 0.56 2-6 -125(1.60 / 1378 1.25 0.56 03 M 0 00 C TC 2x4 DFL #1 BC 2x6 DFL #2 WEB 2x4 DFL STANDARD Lumber shear allowables are per NDS. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Loaded for 10 PSF non -concurrent BCLL. Permanent bracing is required (by others) to prevent rotation/toppling. See BCSI 1-03 and ANSI/TPI 1. 5-0-3 3-10 0-4-3 Plating spec - ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS) PLATING BASED ON GREEN LUMBER VALUES. I 8-0-0 I 8-0-0 1 2 3 7.00 5-6 7.0 1 16-0-0 4 5 6 7 UPLIFT REACTION(S) : Support 1 -535 lb Support 2 -535 lb This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = Not End Zone Hurricane/Ocean Line No Exp Category = C Bldg Length = 40.00 ft, Bldg Width 30.00 ft Mean roof height = 12.51 ft, mph 75 UBC Standard Occupancy, Dead Load 10.2 psf ----------LOAD CASE #1 DESIGN LOADS ---------------- Dir L.Plf L.Loc R.Plf R.Loc LL/TL TC Vert 50.00 0- 0- 0 50.00 16- 0- 0 0.64 BC Vert. 209.19 0- 0- 0 209.19 16- 0- 0 0.45 5-11-3 10 0 WAKIVINURea d all notes on this sheet and give a copy of it to the Erecting Contractor ® This design Is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensionsare to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that HOMEWOOD the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly p C- C- attached, unless omerwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component ®TRUSS J 1 shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. 4445 Northpark Dr. Fabricate, handle, install and brace this truss In accordance with 'JOINT DETAILS' by Twswal,'ANSI/TPI 1', WTCA 1' -Wood Truss Council CO )O Springs, CO 80907 of America Standard Design Responsibilities. HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' -(HIB-91) and HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at D'Onofrto Drive, Madison. Wisconsin 53719. TRUS PLU S 6.0 V ER: T6.4.2 rThe American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW. Ste 800, Washington, DC 20036. 4/21/05 Cust: Bill Wagner W0: Drive_T_0830405_L00005_300001 Dsgnr: RP #LC = 16 WT: 96# TC Live 16.00 psf DurFacs L=1.25 P=1.25 TC Dead 9.00 psf Rep Mbr Brill 1.00 BRep Mbr Comp 1.00 C Live 0.00 psf Rep Mbr Tens 1.00 BC Dead 8.00 psf O.C.Spacing 2- 0- 0 Design Spec UBC -97 TOTAL 33.00 psf DEFL RATIO: L/240 TC: L/24 Job Name: Wagner -Addition Cust: Bill Wagner WO • Dri ve_T_0830405_L00005_JO0001 Dsgn r • RP #LC = 16 WT • 78# Truss ID: B2 Qty: 7 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Plating spec ANSI/TPI - 1995 UPLIFT REACTION(S) ' 1.15 1 0- 1-12 660 3.50" 1.50" BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -189 lb 1.00 2 15-10- 4 660 3.50" 1.50" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Support 2 -189 lb 1.00 BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, This truss is designed using the 0. C. Spaci ng on the truss material at each bearing Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR UBC -97 Code. Desi n Spec g P MAX DEFLECTION (span) • PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Enclosed = Yes, Importance Factor - 1.00 L/999 IN MEM 4-5 (LIVE) TRUSPLUS 6.0 VER: T6.4.2 The1AmericenForestandPaperAssociation(AFPA)islocatedat111119th Street, NW, Ste 800. Washington. DC 20036. GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Truss Location = Not End Zone DEFL RATIO: L- -0.11" D= -0.11" T- -0.22" HANGERS MUST BE RE-EVALUATED (BY OTHERS). Hurricane/Ocean Line = No Exp Category C CRITICAL MEMBER FORCES: Bldg Len th = 40.00 ft, Bldg Width 30.00 ft TC COMP. (WR. / TENS. WR. CSI Mean roo height = 12.51 ft, mph = 75 1-2 -687f(1.253/ 194 1.60 2-3 -6887(1.25)/ 1941.60 0.49 0.49 UBC Standard Occupancy, Dead Load 10.2 psf BC COMP.(OUR.)/ TENS.(WR.) CSI 4-5 518(1.253 0.38 _65(1.603/ 5-6 65(1.60 / 518(1.25 0.38 WB COMP.(DUR.)/ TENS. DUR. CSI 2-5 / 269 1.25 0.11 ED 'N 03 -0 Z,�'� I16 X G) 0 000 M `; ® 0 0 -C Z' 513 2 0-4-3 I 8-0-0 I 8-0- 1 1 2 3 7.00 3.5-4 7.0 2-0-0 200 4- 16-0-0 4 5 6 Tru�W�l )Systems Pl�tes?re 20 ga. unless CCir, e D ales and fa se came p tes are p 20 ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design Is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dlmensionsare to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes Cust: Bill Wagner WO • Dri ve_T_0830405_L00005_JO0001 Dsgn r • RP #LC = 16 WT • 78# TC Live 16.00 psf Du r Facs L=1.25 P=1.25 HOMEWOOD that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly TC Dead 9.00 Rep Mbr Bnd 1.15 attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component psf Rep Mbr Comp 1.00 ®TRUSSshall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. BC Live 0.00 psf Rep Mbr Tens 1.00 4445 Northpark Dr. Fabricate. handle, install and brace this truss in accordance with 'JOINT DETAILS' by Trusw,al.'ANSbTPI 1', WTCA 1' -Wood Truss Council 'HANDLING BC Dead 8.00 psf 0. C. Spaci ng 2- 0- 0 Co 10 Springs, CO 80907 Of America Standard Design Responsibilities, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' 9 Desi n Spec g P UBC -97 {HIB -91) and -HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofdo Dave, Madison, Wisconsin 53719. TOTAL 33.00 psf TRUSPLUS 6.0 VER: T6.4.2 The1AmericenForestandPaperAssociation(AFPA)islocatedat111119th Street, NW, Ste 800. Washington. DC 20036. DEFL RATIO: L/240 TC: L/24 Job Name: Wagner -Addition Truss ID: BG Qty: 1 CRITICAL MEMBER FORCES: TC 2x4 DFL #1 Plating spec ' ANSI/TPI - 1995 This truss is designed using the for lateral to reduce buckling length. This component BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. GBL BILK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed - Yes, Importance Factor = 1.00 • PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, Truss Location = Not End Zone 1.00 Loaded for 10 PSF non -concurrent 8CLL. THEY ARE BASED ON 1.S" HANGER NAILS FOR Hurricane/Ocean Line = No Exp Category ft, Bldg Width 30.00 = C ft May use adequate staples for gable blocks. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Bldg Length = 40.00 = Mean roof height = 12.51 ft, mph 75 4445 Northpark Dr. BUILDING DESIGNER MUST VERIFY GABLE LOADS! HANGERS MUST BE RE-EVALUATED (BY OTHERS). UBC Standard Occupancy, Dead Load 10.2 psf [+] gable bracing required @ 58" intervals, 2- 0- 0 Colo Springs, CO 80907 of America Standard Design Responsibilities, 14ANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' if exposed to wind load applied to face. PLATING BASED ON GREEN LUMBER VALUES. Design Spec See "General Gable Details', C002065035. {HIB -91) and 1418&91 SUMMARY SHEET by TPI. The Truss Plate institute (TPI) is located at D'Orodc, Drive, Madison. Wisconsin 53719. TOTAL E1' t ® e"� OZM ® <90 M:5 C ® Z 0 --< Z 5 -3 0-4-3 1 8-0-0 18-0-0 1 1 2 3 4 5 6 7 89 10 11 12 13 7.00 3-4 -0-0 16-M 14 1516 17 1819 78122 23 24 25 611 0-4-3 TYPICAL PLATE: 1.54 OVER CONTINUOUS SUPPORT ff 4/21/05 ® HOMEWOOD WARNINGRead an notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimenslonsare to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascerialn that the loads utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly Cust: Bili Wagner W0: Dri ve_T_0830405_L00005_J 00001 Dsgn r' RP #LC = 16 WT' 123# TC Live 16.00 psf Du r Facs L=1.25 Rep Mbr B n d P=1.2 5 1.15 for lateral to reduce buckling length. This component TC Dead 9.00 psf attached, unless otherwise noted. Bracing shown is support of components members only Rep Mbr ns 1.00 ®TRUSS ® shall not be placed In any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. 'JOINT BC Live 0.00 psf Tens Rep Mbr Te 1.00 4445 Northpark Dr. Fabricate, handle. install and brace this truss in accordance with DETAILS' by Tmswal,'ANSVTPI 1', WTCA 1' -Wood Truss Council BC Dead 8.00 psf O.C.Spacing 2- 0- 0 Colo Springs, CO 80907 of America Standard Design Responsibilities, 14ANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' Design Spec UBC -97 {HIB -91) and 1418&91 SUMMARY SHEET by TPI. The Truss Plate institute (TPI) is located at D'Orodc, Drive, Madison. Wisconsin 53719. TOTAL 33.00 psf TC: TRUSPLUS 6.0 VER: T6.4.2 ThaAmerican Forest and Paper Ass ciatlon(AFPA)Islocatedat111119th Street, NW, Ste 800, Washington, DC 20036. DEFL RATIO: L/240 L/24 Job Name: Wagner -Addition WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensionsare to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building oode and the particular application. The design assumes Truss ID: C1 Qty: 8 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Plating spec ' ANSI/TPI - 1995 Required bearing widths and bearing areas Rep Mbr Bind 1 0- 3- 4 458 3.50 1.50" BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF apply when truss not supported in a hanger. Rep Mbr Comp 2 13-10- 4 590 3.50" 1.50" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. UPLIFT REACTION(S) ' Re Mbr Tens p ERG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICSO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, Support 1 -121 lb O.C.Spacing on the truss material at each bearing Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR Support 2 -175 lb Design Spec BRG HANGER/CLIP NOTE PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY This truss is designed using the 1 LUS26 TRUSPLUS 6.0 VER: ?6.4,2 TheAmedcanForest andPaper Association (AFPA)Islocated al111119thStreet. NW. Ste 800.Washington. DC20036. GIRDERS. IF 2.5" GUN NAILS ARE USED, THE UBC -97 Code. DEFL RATIO: Support Connection(s)/Hanger(s) are HANGERS MUST BE RE-EVALUATED (BY OTHERS). Bldg Enclosed = Yes, Importance Factor - 1.00 h rizontal loads. notSIesigneMPSON Truss Location - Not End Zone No Exp Category C SEE dAfor FOR ADDITIONAL INSTALLATION NOTES Hurricane/Ocean Line = Bldg Length = 40.00 ft, Bidg 30.00 = ft MAX DEFLECTION (span) ' mph Mean roof height = 12.51 ft, mph 7 L/999 IN MEM 5-6 (LIVE) UBC Standard Occupancy, Dead Load 10 psf L= -0.07" D -0.07" T= -0.14" CRITICAL MEMBER P. RFORCES:TC 1 C�5147(1U25)/ TE163(/U60) (( 3 548(((1.2533/ 164(((1.6033 0.39 1-2 -1 1-2 0.40 111 11 TE385(1.25) 4-S 53 1.60 / 385 1.25 0.31 053(1.60)/ 586 0.32 W8 COMP.(DUR.)/ TENS. OUR. CSI 2-5 / 230 1.25 0.09 TTl c W T ®_ V Z M X 0 0®0J Z 0 -< Z 513 I 2-3 0-5-5 1 6-10-8 1 7-0-0 1 1 2 3l 7.98 3.5-4 -7.961 22� 1 13-10-8 4 5 6 8 6-4-0 0-4-5 1769 m 000107 4/21/05 ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensionsare to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building oode and the particular application. The design assumes Cust: Bill Wagner W0: D ri ve_T_0830405_L00005_300001 Dsgn r' RP #LC = 16 WT: 67# TC Live 16.00 psf Du rFacs L=1.25 P=1.25 HOMEw00D that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly TC Dead 9.00 psf Rep Mbr Bind 1.15 attached, unless otherwise noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component Rep Mbr Comp 1.00 ®TRUSS ® shall not be placed in any environment that will rause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. BC Live 0.00 psf Re Mbr Tens p 1.00 4445 Northpark Dr. Fabricate, handle, Install and brace this truss in accordance with 'JOINT DETAILS' by Truswal,'ANSI/TPI 1', WTCA 1' -Wood Truss Council AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' BC .De ad 8.00 psf O.C.Spacing 2- 0- 0 Colo Springs, CO 80907 of America Standard Design Responsibilities,?iANDLING INSTALLING Wisconsin 53719. Design Spec UBC -97 {HIB -91) and HI&91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofdo Drive, Madison, - TOTAL 33.00 psf TC: L/24 TRUSPLUS 6.0 VER: ?6.4,2 TheAmedcanForest andPaper Association (AFPA)Islocated al111119thStreet. NW. Ste 800.Washington. DC20036. DEFL RATIO: L/240 Job Name: Wagner -Addition Truss ID: CG Qty: 1 CRITICAL MEMBER FORCES: TC 2x4 DFL #1 Platingspec ' ANSI/TPI - 1995 This truss is designed using the TC Dead BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. GBL BLK2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, Truss Location - Not End Zone BC Live Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR Hurricane/Ocean Line = No Exp Category ft, Bldg Width 30.00 = C ft May use adequate staples for gable blocks. LOADS! 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Bldg Length = 40.00 Mean roof height = 12.51 ft, mph 75 O. C. Spaci ng BUILDING DESIGNER MUST VERIFY GABLE intervals, HANGERS MUST BE RE-EVALUATED (BY OTHERS). UBC Standard Occupancy, Dead Load 10.2 psf [+] gable bracing required 0 S8" Design Spec UBC -97 TRUSPLUS 6.0 VER: T6.4.2 if exposed to wind load applied to face. PLATING BASED ON GREEN LUMBER VALUES. 33.00 psf DEFL RATIO: L/240 TC: L/24 See "General Gable Details', C00206SO3S. -v r C G) M 000 ®0 M :F, C: ® S2 0 513 2-3 0-5-5 6- 0-8-0- 1 2 3 4 67 8 9 10 11 7_ --798 3-4 i 13-10-8 12 13 14 15 1617 18 19 20 21 6-4.0 0-4-5 TYPICAL PLATE: 1.54 OVER CONTINUOUS SUPPORT 4/21/05 ® WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. it has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensionsare to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads uliliied on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes Cust: Bill Wagner W0: Dri ve_T_0830405_L00005_100001 Dsgn r' RP #LC = 16 WT' 103# TC Live 16.00 psf Du r Facs L=1.25 P=1. z 5 HOMEYY OOD that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally traced by a rigid sheathing material directly TC Dead 9.00 psf Rep Mbr Bnd 1.15 attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component Rep Mbr Comp 1.00 ®TRUSS shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. 'JOINT BC Live 0.00 psf Rep Mbr Tens 1.00 4445 Northpark Dr. Fabricate, handle. install and brace this truss in accordance with DETAILS' by Truswal.'ANSInPI 1'. WTCA 1' -Wood Truss Council 'HANDLING TRUSSES' BC Dead 8.00 psf O. C. Spaci ng 2— 0— 0 Colo Springs, CO 80907 of America Standard Design Responsibilities, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD 53719. Design Spec UBC -97 TRUSPLUS 6.0 VER: T6.4.2 (HI&91) and "IB -91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofrio Drive, Madison, Wisconsin The American Forest and Paper Association (AFPA) Is located at 1111 19th Street. NW, Ste 800, Washington, DC 20036. TOTAL 33.00 psf DEFL RATIO: L/240 TC: L/24