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063-030-008
• �K. BORSAGE 63-03-8 W/S Hartley, app 800'W Nopel, Forest Ranch�F: Contr: Davy's Refrigeration, Ch'' Permit##6185-80B (class A flu) SF ` 063-030-008 PERMIT#96-2712 s .3 SANTOS, Tony & Sandra j 4705 -Hartley Dr., Forest Ranch i New Single Family 063-03-0-008 97-0119BPEM �N SANTOS, Tony &Sandra IY Fk q C 4705 Hartley Road, Forest Manch: (new single family) —;Ila 7, ;t i r ;i 1 - a l RESIC)ENTIAL rt 063-03-0-008 97-0119BPEM SANTOS, Tony & Sandra 4709 Hartley Road, Forest Ranch `i. ` (new single family) 4 ZAfiY Address GAS#,. Meted By Date ELECTRIC 2 g� Meter By Date .i 1 JOB FIMALED (Date) J V — i. Signature FI) o = No OK RESIDENT - = Not Applicable / * = Not Ready ) Date 9NDERFLOOR (Plans) OK except #'s / \ 2. Ft . Main; Soils-Elec. Gmd.-/ P' Ftg. Depth f Ftg, Garage; Soils -Steel -Elect Grnd/ t' Ftg. Depth t_9,,Porches & Decks; Soils -Steel-/ i' Ftg. Depth walls, Main; Steel-Blockouts-Wrapped mwalls, Garage; Steel-Blockouts-Wrapped a. H owns and Special Anchors (Si 6�4f% `9!D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test j 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test r 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Wip. Ground made up w/Mech Fastners-Bond Gas & Water Date – Card B-1Date Card B-1 v Date Car ;1 Date Card B-1 Date BIN(Permit) OK except #'s 1 at tr.; Vent -Access -Combustion Air Baffle 1 1 ter Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection lower Pan; Test, First FI66r-Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 �3) Date Card B-1 ' Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23 xture & Transformer Clearance -Ins. Protection 4.c. Receptacles Spacing -Lights & Switches at Doors 2 Si oxes & No. of Conductors Stapled 26 �riiex Installed Close to Edge of Studs & C.J. Wip. Ground made up w/Mech Fastners-Bond Gas & Water 2 Appliance Circuts in Kitchen & Conductor Size GFI 29 ubfeed Wire Size / Qa. Cu or AI-A.C. Wire Size / / ga Cu or Al. Range Circ. / M / gaAl-Oven Circ. / / ga Cu or Al Insulated Net Q No utral es 31. erAce-Riser Conductors & Ground -Main Disconect Equip. Clearances Panels -Motors -Meth. Epuip. 3 . Clothes Closet Light -Shower Light -Spa Light 34. Kmoke Detector Date 3j/R'/14c% Card B-1 r4l Date Card B-1 Date C rd B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 3 Ducts Insulation & Support. ent Fan, Exhaust above insulation 37 ondensate Drain & Overflow, Size & Grade 38. urnance-Vent Access -Comb. Air -Return Air Vent 115 outlet . Attic Access & Platform if Furnace in Attic Date Card B-1 S Date Card B-1 Date �' Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s rts Proper Materials & Anchors ails Studs -Nailing Spacing & Braces -Plates -Sound 4 earing Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) v6estops, Furred Ceilings -Stairs -Chasers -Tubs 4W—leaders & Beams -Size & Bearing e & Duplex) - Date AMING (Continued) 4VHaAers-Post Caps -Anchors -Connectors 9ffng.joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting: Rfng. F' place Ties or Typ lflI lace Throat clearance/ Attic Access; Size & om rotection-Draft Stop -Ina. -Baffles 59' drm. Windows or Exiting Doors7&11 Hgt. & Dimensions arag&,Fire Protection Framing All - 5 Property Line Firewall & Openings Ext. D -One 3' -Check Garage 3rd Story, 2 Exits tair idth-Headroom-Rise-Run-Landing-Fire Protection on Roof Overhang -Attic Vents Rafter Outriggers iding-Nailing Veneer . St co Mesh -Drip Screed -Fd. Vents-Underffr. Access 5V Gla 'ng Area -Glass Protection -Skylights -Plastic 59. 4ear Walls; Nailing -Bolts � 7 B e Wall Panels 1 nsulation-Walls-Ceilings 2. Infiltration -Walls -Windows Date 3 G`. Card B-1 �S Date Card B-1 Date {{I C 1 Date Card B-1 Date FINAL ans) OK except #'s E s -Door & Sidelight Protection -Landings Smqw Detector 6&.,—furnace; V learance-Comb, Air-Conector- In Gara , Above Floor-Ducts-Mec rotectio,.�� edr m Exiting I. & Bath Fixtures & Tub•;f=tnis-S�— 69. Staff Rails . Fireplace or Stove,.�Orance-H 71. Elec. Outlets ood Panel, Int. & Ext. it. Fixt. & Appliance; Groun .-Air Gap-Cookin earance 73 ec. Outlets & Rece ties at Kit. Counter 74 pW Fire Door; Swim nd'. -Clo 0 A.C. uct in Garage -Damper 7 . tr. Htr.; Vents -Clearance -Comb. Air Connector -P. . . In Garage; Above Floor -Meeh. Protectio 77 . & Mech. Equip. LjstedTC:1oc4on 78. ec. Receptacles in Gara F . - omex Protection 79.on-Foam-Looked in c 80 rails & Deck Construction- ost Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 82. r$d pwrr g Instld./Drive GXes'0 N/`Walks 0 Yes o/Planters 0 Yes B,P Brown. -Finish _ A.C. Unit Disconnect. let caf- lumbino i 85 nts,Aeove Roof, P�tg-Appliance-FireR!o -Clearance to Openings 86. er Well, Disconnect EI I, umbing 7i erior Elec. Tri Receptacle -Underground . Ve tiopJhrought House W8! rrections from Previous Inspections Gas Te eters Tagged, Gas-Elec 92. W r & Sewer Connected -C to Grade -HD Approval Energy Compliance Certificate -Other Certificates Date Card B -1V6 Date Card B-1 Date Card B-1 (; Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V=OK " O = Act OK Not = Not Ready Applicable MOBILE HOMES Date MOBILE HOME UTILITIES(Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements - Setbacks - Easements MOBILE HOME INSTALLATION (Plans) OK except #'s 2. Soils; Special MH Support Sketch 1. Zoning Requirements- Setbacks Easements 3. Sewer; Location-Test-Fall-C/O-Concrete , 2. Footings; Size -Spacing -Marriage Line 4. Water, Location-Test-Easement Needed (Sketch) 3. Gas; MH Test -Demand -Valve -Connector 5. Electricity; Location-Clearances•Gmd-/ /Amp-Concretq 4. Electricity; MH Test -Crossovers -Breakers -Clearances 6. Gas; Location-Test-Wrap; / /"L'ft. / /Nat. or/ ttt./ /LPG 5. Drain; MH Test -Fall -Flex Connector 7. Well Clearance & Disconnect 6. Water; MH Test -Regulator -Connector 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 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/0 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 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 2. Soils; Compaction -Structure Stability MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Dep"pacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures L Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. S?ding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date - Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6•Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 LOERKE INSULATION CO., INC. INSULATION CERTIFICATE r Hartly Drive Countv DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches 2. CEILING Forest Ranch City 'r i Brand Name Thermal Resistance (R -Value) Batt or Blanket Type Fiberglass Batts Brand Name Schuller Int. Thickness (inches) 13.0 Thermal Resistance (R -Value) Loose Fill Type Fiberglass Brand Name Schuller Int. Contractor/s min. installed weight/ft sq. .823 b. Minimum Thickness 16.3 Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 3.5 4. RAISED FLOOR a Material _Fiberglass Batts. , Thickness (inches) 5. SLAB FLOOR / PERIMETER Material R 38 inches. R 38 Brand. Name Schuller Int.. Thermal Resistance (R -Value) R 13 Brand Name Schuller Int. Thermal Resistance (R -Value) Brand Name Thickness Thermal Resistance (R -Value) Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches Brand Name Thermal Resistance (R -Value) DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficienc Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#499150 jj4,W J, / A -/�- 4 r7 LOERKE INSULATION CO., INC. Item s . ign ure, atecnsta mg Subcontractor Co. Name)Or General Contractor (Co. Name) Or Owner Item fs— , . Signature, Dater Subcontractor Co. Name Or General Contractor (Co. Name) Or wner Item #s Signature, Date Installing Subcontractor (Co. ame) Or General Contractor Co. Name)Or Owner COUNTY OF BITTE BUILDING DIVIHON DEPARTMENT OF DEVELOIMENT ERVICES 1469 Humboldt Road, Chico, Ci - (91 891-2751 7 County Center Drive, Oroville, —'A - (91 6) 538-7541 6 747 Elliott Road, Paradise, U, - (916) 8712-6307 i. CORRECTIONNO ICE OWNER PERMIT NO. A routine inspection indicates that the following violaiions of Butte County Ordinances exist at the above address and should be corrected. Please notify thi's office when correction of work is completed. If you have any questions pertaining to this mattpr, or need additional explanation, .1 -please contact this office immediately. j -4 Date Insp-6ct.or REV 10/92 We Inspector REV 10/92 COUNTY OF BUTTE ' ,�.._ .BUILDING DIVISION � ' • _ DEPARTMENT OF DEVEL-OPMENTSERVICE 1469 Humboldt Road, Chico, CA - (9t(3) 891-275 } , 7 County Center Drive, Or'oville, CA - (! 1!Z) 538-754P1 747 Elliott Road, Paradise, CA - (9161'872-6307 1 CORRECTION NOTICE OWNER AA ! PERMIT NO.. 7 A routine i pection indicates t fo owing viol ions Butte County Ordinances exist at the ab address and should be orrected. Please notify this'office when correction of work is comp ted. If you have any questions pertaining to this matter;lor need'additional explanation, a9 pleas contact this office immediately. I V1-\ 5 We Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT;�$ERVICES t 1469 Humboldt Road, Chico, CA - (916)'891-2751 . 7 County Center Drive, Oroville, CA - (9,'l6) 538-7541 747 Elliott Road, Paradise, CA - (916)-872-6307 i CORRECTION NOTICE y i , t O R PERMIT NO. A routine inspectio indicates that the following violations of Butte; County Ordinances exist at the above=b and should be corrected. Please notify this office when correction of work is complet�a�cttyhis ou have any questions pertaining to this matter, or.need additional explanation, please c office immediately. n .a.. n /�/)t, 0Wor Cj Date /, 9 Inspector REV 10/92 ►�lei �L ,_ �,WA Cj Date /, 9 Inspector REV 10/92 F 1 LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS CLAY CASTLEBERRY, Director 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 Telephone: (916) 534-4541 WILLIAM (Bill) CHEFF I Deputy Director f Aptl �5, 19G3 01'7xil, - ti Borpaj,, � t u.� RE: B'Af ing Permit No P+ ' Expires_ ox � 7 (A. P. No. GLlco� �.. JJ..2�- With reference to the above subject, our records indicate that your Building Permit will expire on the above date. Building permits are valid for one year and should construction be started but not completed by the expiration.date of the permit, the permit shall be renewed for 1/2 the original Building Permit Fee (plus a $10.00 "Filing Fee"). The renewal"permit will extend the Building Permit for an additional year from the original expiration date. � . Should you not renew your permit in a timely manner, it cannot be renewed and all work must cease until a new building permit is issued. If your construction is completed or should you have any question concerning this matter, please contact the .�:,�..office. For your convenience, we are enclosing a renewal application form and an owner - builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Thank you in advance for your prompt attention concerning this matter. JFG:ds cc: Building Inspector, C s1—i co Enclosures: Permit Application Owner -Builder Information Owner -Builder Verification Yours very truly, Clay Castleberry Director of Public Works .F. Glander Chief Building Inspector Chico - 196 Memorial Way - 891-2751 Paradise - 747 Elliott Rd - 872-2961, Ext. 57 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER *3— ZONING A*--/ BUILDING PERMIT/0. C Ci o��� TELEPHONE SO. FT. OCC.1 BUILDING VALUATION Dis MAILING 0. 1 t v/,o �. CONTRACTOR'S NAME �" /,O//v Lf.�t� �9e ',sJy .rr TELEPHONE 3 S/. -001X CONTRAC-TTOMAILING ADDRESS/' `/ Q Fireplace 7S762 CJ CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS / C`�� �%S(t,. PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping ~Water piping 5.00 1 �C LOT NO. SUBDIVISION NAME PARCEL MAP Each gas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF 9 Duplex❑ Mobilehome❑ Other ' SPECIFY ' Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Re odel ❑ Utilities ❑ Installation❑ Other O' Describe work: C'A'S l Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMS P ORLESS 5.00 Main service EA_ ADD'L 100 AMP 2.50 NEW CONST. /DWELLING OCC UP.y) OR ADDNS. l ACC. BLDGS. 22 sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): © I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and m license is in full force ani effect. y , ;_��„ C-�4� License No. � /� 77_� Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR I -OUTLET 2.50 ea NON-RESID BRANCH CIRC TS NEW CONSTF7. (POWER APPARATUS 61 NON-RESID. \SINGLE OUTLET CIR. / Iso @ 29¢ Ex. Occup OUTLETS OR FIXTURES BAL@100 Ex.Occup.(OUTLETSFIXED PLINIS (RESID)REA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT FiIirig Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. }/ 1�, �l X -� �-� r( /.�/� Date - �.� Signature of Applicarit — Owner Q Contractor 0 Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition o- construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ QQ OCCUP. GROUP I TYPE OF CONST. PARCEL PD HD I ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicate above fo�wYkch fees have been paid. DIRECTORr F PUBLIC WORKS By PERMIT EXPIRES Date-•- Receipt No. ~ +, WNITC-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT ". Ovmer: K. Borsege Davy s Refrigeration 6185-80 (woodstove) P.O. Box 32.2 12/23/81 Chido', CA 95926. R 63-03-.8 , i COUNTY OF BUTTE` I ' D DEPARTMENT OF PUBLIC WORKS 695 Oleander Avenue, Chico — Phone 343-4211, Ext. 70 7 County Center Drive, Oroville — Phone 534-4541 Skyway and Elliott Road, Paradise — Phone 877-3435 ECTION NOTICE BUILDING OR PROPEYTAXDDRESS A routine inspection indicates that the folioolations of County Ordinance exist at the above address and should be corrected. Please notify this office when correc ' n f work is comp) ed. If you have any question pertaining to this matter, 009 additional a ation, please contact this office immedi ly. -• -. x ` s its PERMIT NO. 6185-8OB PERMIT EXPIRES 12/23/81` 1'i OWNER K. BORSAGE CONTR. Davy's Refrigeration, ASSESSOR PARCEL 63-03-8 LOCATION W/S Hartley, 800'W Chico Nogel, FR h 1 + � Y !f + ai .F t 1 1 ' , Temp. Power Pole Called PG&E Temp. Elec. Service a ' Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) i Signature 1 i V = OK 0 = Not OK = Not Applicable MOBILEHOMES * = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements -Setbacks -.Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing ' 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap:/ /"L".ft./ /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. r y Card -BI Date Card -BI _ Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/O to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater B. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date t Card -BI Date Card -BI Date V = OK _ 0 = Not QK 1 = Not Applicable RESIDENTIAL (Single and Duplex) � Not Ready Date UNDERFLOOR Plans OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /'' Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except #'s 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except #'s 57. Smoke Detector 14. Water Ht.; Vent -Access -Combustion Air 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. 63. Stairs & Rails Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except #'s 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights & Switches at Doors 22. Size Boxes & No. of Conductors -Stapled 70. Plb., Elec. & Mech. Equip. Listed for Location 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72, 73. Insulation -Foam -Looked in Attic E] Yes Guard Rails & Deck Construction -Post Caps 25. 2 Appliance Circuits in Kitchen & Conductor Size 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral ❑Yes ❑No 75. Following instld.: Drive ❑ Yes E] No; Walks E] Yes ❑ No; Planters ❑Yes []No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. _ Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81. 82. Ventilation throughout House Glass Protection Card B -I Date Card -BI Date Date MECHANICAL (Permit) OK except #'s 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 31. A.C. Ducts; Insulation & Support 85. Water & Sewer Connected -C/O to Grade -HD Approval 32. Vent Fan; Exhaust above Insulation 86. Energy Compliance Certificate -Other Certificates 33. Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic - Card -BI Date Card -BI Date Card -BI _Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except #'s Comments at Final: 36. Sills; Proper Material & Anchors _ _ 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound 38. 39, Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub Header & Beam -Size & Bearing _41. 42. 43. 44. Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: An entry must be made each time you visit job site) �• VSs ��6 �q� COUN Fr�Y-.:- F BUTTE Oroville, California GENERAL CLAIM CLAIMANT: TONY SANTOS i ADDRESS: P.O. BOX 88 CITY & STATE: FOREST RANCH, CA 95942 DATE OF CLAIM: 2/6/97 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERV/CES /MPORTANT. SEE INSTRUCTIONS ON REVERSE SIDE DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT OWNER HAD TO SUBMIT NEW SET OF PLANS & MAKE NEW APPLTCATTON A.P.#063030-008, B.P.#96-2712, RECEIPT#206911 &'209547, OWNER: TONY & SANDRA SANTOS TOTAL AMOUNT PAID.............1818.76 ............................. RETAIN REFUND PROCESSING FEE. RETAIN FILING FEES ........................ ...$ 80.00 RETAIN ENERGY PLAN CHECK FEE ........................$ 23.00 RETAIN PLAN CHECK FEE.. ' ............... TOTAL AMOUNT TO BE RETAINED.... TOTAL REFUND DUE. .(SHERIFF FEE=360.00/SRA FEE= 89.00) TOTAL $1327 176 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been rformecJ or delivered, jnd i at this claim is true and correct as stated. Dated this d day of �Q�, 1 !��T at CR14c, ,Calif. ignitors of C! ant,,,W-, I, the undersigned, hereby certify that, to the best of my knowledge, the services or arti s specified abo hav een performed or delivered and that there is a Budget Appropriation [ ) or Specific Board Approval [ I (Check one) for h s e. Dated this 6TN day of FEB is 97 at OROVILLE Calif. .(�l = Dtipartment Head or Authorized Deputy 1800 -280 ---SHERIFF p $3/355.00 ... 440-002—CONSTRUCTION 949.76 0100---4617240-CDF DO NOT WRIT �LgV. PAIS LINE - AUDITOR'S USE ONLY SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. DEPT. & SUB. PROJ. CLAIMANT'S NAME MAILING ADDRESS _ REFUND CLAIM APPLICATION jAcko.,�1c�W I-Srm411 ASSESSOR PARCEL # QQ - 36-069 9 PERMIT # RECEIPT NUMBER (S) _Z©�oi%/ X04' S �/ %' Z 6 60 /Lit,- Ici ,•. Q �, {�¢� ,. . . Ad— Request a refund of fees paid on the above receipt number(s) for the following reasons: Please refund any applicable fees in the following categories: (Checkfthose•categories which you wish to have refunded.) [Building Permit Fees Sheriff Fees SRA Fee (CDF Fire Planning) [ ] Urban Area Fees Disposition of plans: [ ] Plans returned to me at counter. [ ] Please mail plans to me at above address. [Please dispose of plans. a SIGMA DATE • kti .V Y f 1 I FOR BUILDING DIVISION USE: Receipt Information: Number: ,xv 5 -V'7 - Date: 511-9 *7 Issued To • Amount: $f 8 Fees Retained: / $ C) Processing Fee: Bldg Filing Fee $ a-2 e) -� —'Plbg Filing Fee $ t6 .C�a "E1 ec Filing Fee $ �� 0 L-flech Filing Fee_ . $ �Q . o Energy P/C Fee $ •�� - Plan Check Fee I e _ Total Amount Retained- $ q91. nd . TOTAL REFUND DUE $ p 0�� .. S�P P. l✓r � I '-' oil ,5 A rM To tet COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 P MIT NO. APPLICAMNAND PERMIT ASSESSO NUM ZFR1 BUILDING PERMIT OWNER TONY SANTOS TELEPHONE 891-0939 SQ. FT. OCC. BUILDING VALUATION R 68,040 OWNER'S MAILING ADDRESS PO BOX 88 FOREST RANCH 95942 576 U 10,368 CONTRACTOR'S NAME OWNER TELEPHONE 1911 coy 2,509 CONTRACTORS MAILING ADDRESS Fireplace 1,500 CONSTRUCTION LENDER UNMOWN Total Valuation Is 8-414 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS / Permit Fee $ 563.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 363.00 Energy Plan Checking Fee $ 2 3 • OO ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS ,�99_ HARTLEY�r• r,� PERMITFEE $ 971.95 PLUMBING PERMIT Filing Fee 20.00 Each Trap 81 7.00 56.00 LOT NO. SUBDNISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 15.00 USEOFSTRUCTURE SF 11 Duplex ❑ • Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 15.00 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 TYPE OF WORK Newts Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BR - Mobile Home S G W @20.00 PERMITFEE g 136.00 Contractor ELECTRICAL PERMIT Filin Fee 20.00 Main Service ( 20ov OR LESS OR LESS ) 23.00 200A 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in f orce and effect. JJ//��� License Class Lic. No. �CJ OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR so. OR ADDNS. ( & ACC. BLDS. ) 3.50 FT. 26 NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 - ( 8 SINNER APPARATUS ) SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 Q 1.00 BAL .SO Ex. Occup. OUTLETS D.OR ) 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 130.261 Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 9 20.00 Heating 15.0 Cooling 15.0 Hood 6.50 6.5 Ventilation 13.5 PERMITFEE $ 70!0 Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensati provisions of sect' n 3700 of the Labor Code, I shall forthwith o ply those provisio �----" X _Date Signature ppljc t - -O'wn r tractor ❑ Agent An OSHA permit is require for excavations over 5'0" deep and demolition or construction of structures over 3 sto es in height. - �-�`7 Mobile Home Installation Fee $ Energy Inspection Fee $ 4 .070 occ I CONST. TYPE TOTAL FEE $ 1, 369.76 HAZ. D. FE IMP OOD _ CDF AR PD HD UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to indicated above for wh' h fees have been paid. B Date y PERMITEXPIRESON (Date) do work ReceiptNo.'Z-0 a�. �% [ / WHITE-D.D.S.-E.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 71 Y MONLY Plat Plan ABacLad Floor Plan Anached ' Scotto B.D. _ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance a Vt d �2�`f"os Dy �"fe �r, �� �:� -03 - DS Owner / Location AP# Plan Approved for: Sewage Disposal r/ Water Supply: Public V Private Well Clearance for 3 bedroom mobile home. Other Hold final for: Final clearance O.K. for: NOTE: Environm- en'ta4 Health Specialist Date 8/92 Ar I 4*ci un.ibliuff :O'r 3ans-m-,K) nobw.h,.2 '2, u.*nrad-?,0i0 40"r:+4**A .mrmmnlflb4PONWVT''�'�.. - ;COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILff, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNER -Proposed Building Use n►e-j 3 g ti Building Inspector A. P. No. 3 - Cj 30 -p0�a C Date S� At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: „ DATE RECEIVED BY 1. All items have been submitted . .................... ................. . 2. Plot plans, 3/4 sets, signed by preparer of plans . ........................... 3. Complete plans, 3%4 sets, "signed by preparer of plans . ...................... 4. Engineered plans arid'calcs, 3/4` sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........ :................................... 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate.(required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ . ......... .. 11. Impact fees as shown on attached schedule. 4 ...... California Department of Forestry plan approv 1/fees�L^ 13. Flood elevation letter (100 year. flood�bXPalgornia gineer. ........ ..... . L�U14. Sanitation,and plot plan approval Health Department. .... I ....... 1 City of Chico plumbing permit . ....:............................:... . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: :...... . 18. Contact Land Development.a bout (A) Improvements (B) Drainage. 19. Driveway Permit (construction approval required prior to occupancy). . � . �.. . . 20. Pre -inspection for P'elnspect'°n regOest required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification). ......... . 22. Certificate of Workmans Compensation Insurance ............................ 23. Owner -Builder Verification (Given to owner Mail to owner_). .. .. =' ecorded copy of Agricultural Acknowledgement Statement. ........ . .. . . ....... " 25. Letter of signature authorization. 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .. . . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets -zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . .......................................... ......... . 33. 34. When you issue the wit, it rgQss as follows: Mail to owner. Mail o contractors y Telephone - 739 and hold for pickup at Gyp v ff e. �i D'eliver with inspector. Other _��(�/ Parcel Creation Acreage Applicant Date - Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pdllution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following'data must` -tie -submitted pn o permit issuance:,(Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Contractor, designer, owner, w�aq ad�ed of above required data by _ phone _ mail Plans checked by C4 / Date aw Plans approved by Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works Counter by _ Date M�y _ Date Date (�� COUNTY OF B U rM DEPARTMENT OF DEVELOP.'1ENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER A.P. # PROPOSED BUILDING USE DATE REC. # DATE REC SCHOOL DISTRICT FEES (paid at District Office) SHERIFF FEES (paid at Building Division) , Residential...._x unit amt. ,kPPLICANT DATE /A- Commercial (sq.ft.). x _$ 3. URBAN AREA FEES ::. . (paid at Building Division) Residential (per unit). x _$ #units amt. Commercial (sq.ft.). x _$ sq.ft. amt. 4. RECREATION DISTRICT FEES , (paid at District Office) 5. THERMALTTO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. ,kPPLICANT DATE /A- .y, .��� .z�,ia-�. �_�sl'h'^I."n''(��r'F. -.... ,�gr9c*_"s�..,-......�+�s1n.. _...���....a.,,. ..rw"M.wrY�`��¢ti •�`i rY�v...r.R''.-.i�hr^A,rs•n�iF:;-x'.r-v-r.....v.: BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM t (One Form Per Building) School District.Building Department No. _ A.P. Number 700g' Jurisdiction: City County Property Owner Property Location/Address Subdivison Residential Development Commercial/Industrial �d Lot No. 0 Sq. Footage 0(p No. of Living MHI Addition (Group R) Units Building Department Representative . Sq. Footage New Addition (Including Exterior Roofed Areas) Date (Floor Plans reviewed by School District Personnel) District Identification No. P6. 23°!L`d9- 41 %50 - it Address) School District certifies that / pp (Phone Number) (City) .(State) (Zip Code) has complied with the requirements of Resolution No: by payment of $ representing square feet. t School District Representative Paid by Check # / Remarks: Bank Number Paid by Cash AB 2926 $ FULL MITIGATION $ Date 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) feeformmki (11/94)dmm V _ll _ P_ 1 I U K H L- VV t A L i t A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER ORIVE - OROVILLE, CALIFORNIA' 95965.3397 TELEPHONE: 1916) 538-7541 FAX: (916) 538-2140 IMY sglnm 12/5/96 P.O. BDX 88 FOREST RANQi, CA 95942 Re: B. P. #96-2712 A. P. # 063-030-008 With reference to the above subject, attached is: Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] 'Other Action Required: [XX] Comply With Plan Check List, [ ] Resubmit Plans with Revisions As Required [ ] 'Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, MAKTiA WHITNEY PLAN CIS Permit Applicant: TONY SAND Permit Number: 96-2712 Assessor Parcel Number: " 063-030 Date: 12/5/96 • .. 12-1�-9 (P The above referenced buikhng plans were reviewed by this office Provide ad&tfonal information andlor make revisions to plans, specifrcadons and cakukr ons as foAows: - PROVIDE PLOT PLAN. SHOW ALL SIIZIICMUS, DISTANCES FRCM ALL PROPERTY LM, NORTH ARROW AND SEIBAC KS. PP� PROVIDE ENERGY CADS. Tn co rre c4- o ri �n C9� 1 (,U�nc�u) � (-FeA . PROVIDE ROOF FRX MC PLAN INC MEC PATIO AREA. SHOW ALL MATERIALS TO BE USED ON ROOF. •• ELEVATION VIEWS DO NUF MATM FLOOR PLAN.. OJORDINATE. PLAN DOES NOF MEET BRACING Rpj REMSqM OF THE CODE FOR THE FOLIOWIN6 REASONS: 1 • SHEEIROCIC WHEN APPLIED TO ONE FACE OF' WALL MLT BE A MMIM OF 8'. ANY ARF,A THAT YOU DO NOT HAVE 8' OF uNmERRwm WALL SPACE, YOU nW CHOOSE ANOII-IIIZ MERM OF BRACING. 2. MTFRNJE BRACED WALL PANEL PER HAND CUF MAY ONLY BE USED WHERE YG[J HAVE 2'8" . TO 3'11". SEVERAL AREAS ON PLAN WHERE YOU HAVE LESS THAN 4' nM BE PROVIDED . WITH THE ALMMM MM BRACED WALL LTTE. IF YC U HAVE LESS THAN 2'8" THAN YOU NEED LATERAL ANALYSIS. 3. BRACING IS RBTM AT EACH END OF A BRACED WALL LT1E AND EVERY 25ALONG THE WALL LINE. SHOW ON PLAN. 4. BRA® WALL PANELS ARE RDWM ON THE INTERIOR WITHIN 34'. ONLY SHOW REQUDZED BRACED WALL PANELS DO NOT MARK EVERY IlfIEIZIOR WALL BP (RFIDVE THESE FRCM PLAN.) PROVIDE MAIMAT S z6 YOU ARE USING ON Ex MOR OF MM. PROVIDE IOCA110N OF HEATING /Cb012NG DWE:�M. .PROVIDE SIZE OF GARAGE DOOR HEADER. PROVIDE RBWDUMIIVIS FOR GARAGE FTRFWALL, DOOR & C LSM ON PLANS. �J PLANS ARE NOT GEAR BUM TO DElEMM WHICH WINDOWS YOU ARE USING. RIlIDVE FRCM PLANS WIlCM AND SIZES You ARE NOT USING.. / RUME PAGE 4 OF PLANS. (cNLY ONE PROVIDED), PLAN DOES NOT SHOW 30" CLEARANCE FOR TOILET IN MASTER BATH. If you wish to discuss any .requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4. 00 P.M, Monday through Thursday. _ -1- /lkw 1060 / -V'? ? TDNY SANIOS Permit Number: 96-2712 Permit Applicant: 063 -m -ow Date: 12/5/96 Assewor Parcel Number: The above referenced building plans were reviewed by this office- Provide additional information and/or make revisions to plans, specifications and =A=tlagons as follows: I HAVE MARIE CN YOUR PLAN THE RB TM ERACEC YOU DO HAVE CORRFS,'T. YOU WILL NEED TO PROVIDE' METHOD, MATERIALS AND NAILTW. FOR OM AREAS. PLAN GEEK WILL RESUME WEN 3 FULL SEIS OF PLANS ARE RBCMM Wim ALL CHANE MADE. If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4: 00 P.Iv1., Monday through Thursday. - MARTHA WHITNEY - PLAN mim -2- RECORPING REQUESTED DSI FIDELITY NATIONAL T! M, And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 �sCrd w 35Cr- 6 —0457301 Rec Fee I Check Recorded I Official Records I County of I Butte 1 Candace J. Grubbs I Recorder 1 8:00am 4 -Dec -96 I FHTC FM 6. 00 6.00 I 1 ; AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including. but not limited to herbicides. pesticides, and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal. necessan. farm operations. All that real property situate in the Count%. of Butte. State of California. described as follo.vs: Lot 9, as shown on that certain Map entitled, :'NORTHWOODS SUBDIVISION UNIT NO. 1"i filed in the Office of the County Recorder of Butte County, California, on August 18, 1958, in Book 23 of Maps, page 18. Date: PROPER S. Anthony S� ntos State of CalX:(_ ia ) County On kG� of ) - /v- before me, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/arc subscribed to the within instrument and acknowledged to me that he/she/thcy executed the same in his/her/their authorized capacity(ics), and that by his/her/their signature on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand;and off, al : W. J. GOLLING O COM di. #1109370 ® w NOTARY PUBUG CALIFORNIA MME COUMIY Sid ure Seal: f�►Oar,rt�Ea�ireageQt 20.2f>6D ,. P.# 6 3 C>30- . NOTE TO RECORDER: DO `OT RECORD THIS SIDE A.A. - 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT Instructions for recording .agricultural Statement of Acknowledgement: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed. the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $6.00 - 1st. Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00a.m. - 3:00p.m. (Monday - Tbursdav). OVER APR 30 •96 11:06 AN LAND DEVELOPMENT Page BUILDING/ EN IRON ENT L HEA TH - PERMIT CLEARAtICE BuiWmg Parmlt No. OWNERS A,P. NAME_ NUMBER• E ,130' C08 • MINT LAST XAMi $My COUNTY ZONING , DESIGNATION: R FLOOD ZONE: X FLOOD MAP: / 2 �$ APPROVED: CONDITIONALLY APPROVED: A93OLVII PROatEINS PRIOR TO APPROVAL:_ PARCEL CREATION BY DEEDS .' OR MAP _ #.+tl r L 6 r C./.4 t" DEED INFORMATION: DATE OF CREATION: DEED REFERENCE. LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTSICONDITIONS: MAP INFORMATION: DATE OF RECORDING g 8 5 S LOT BOOK 7-3 PAGE Ag COMPLIANCE WITH OLD SUBOIVJM6N LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR -TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to D. Meet parcel aizo required by zone. C. Most current E.H.D. requirements. CHECK SPl•CIAL CONDITIONS WHICH APPLY TO MAP: ACL FEES ro ec PAto TO THE BUILDrNQ DIWSION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a Z2 ft -building setback from right-of-way/caftdine of NAt-n-ey W,+Y _ 3. Maintain a 100 ft. leachfield setback from all existing wells. _ 4. Maintain a ft. leachfield setback from 5. Pay water tender fees in the amount of to Battalion Number of the Butte County Firc Department. 6. Meet the Fire Safe Regulations of Butte County and P.A.C. 4290. _ 7. Connect to a public water supply. 8. Connect to a public sewer system. 9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes. NFPA Standard 130, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 10. Pay T.O.D. (Thermalito Drainage District) fee in the amount of $ _ 11. Meet the requirements of the Department of Fish and Gaine for the preservation of oak trees. (See phone number below) — 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. APR 30 '96 11:06 AM Page 13. A traffic mitigation fee for each new or additional living unit shail be paid. Pay the amount of as stated in the Orovills Area Traffic Mitigation Fee Agreement. Psynasrrlt be Qaede to rias PAW1111 " Dpi+ iOm 14. All new residandal buildings shall be constructed to camply with the requirements of the Uniform Building Coda for seismic safety Mabiie domes shall be constructed an a permanent foundation system which coiriplles .with the Seismic Zone 3 requirements of the Unifonti Building Code. 15. Oeer Mitigatiorr fees are to be paid: cif such fees have been adopted by the Butte County Board of Supervisors. 18. Pay school Impact mitfgetlon fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article 11 of the Butte County Code. 18. Wood stoves and fireplace shall be EPA approved and designed to meet the emission requirements of the Caliramia Clean Air Act of 1.988 as amended. 19: H=eny aLituralreadurcas,are`ancouritered during•ground disturbing activities, all work shall cease in the area 'of the find pending *examination of the site by a professional archaeologist.. This person would then be •able to :assess the site significance and suggest appropriate mitigation measures. 20. _ NOTA 12' R U ff %/ L-,OA16 i'EA-tE Prl-OP. -21. 22. 23. 24. 1 N340NO108 M�O 966E h 0 .�3� LO 9195 • C:%WPS1%FORMS.KI8LOGP%F1M.CLR ' RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: IO(�1c-I �C.�►'ti�5 BuiLDNGP ER: q " o� -7 -- PLAN- CHECKER: A P. NUMBER GENERAL: Zoning requirements: (side yards and number of permitted living units). ,2! Valuation. X Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks,.side yards, easements, etc. Other buildings or. structures. Grading, fills and/or drainage. Flood hazard 6. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). 7. F.A.U. & F.A.S. road setback. 8. Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. 2. Required windows for light and ventilation (Section 1203). 3. Required windows for second exit (Section 310.4). .e - Skylights (Section 2409 & 2603.7). 5. Glazing in Hazardous Locations (Section 2406). 6. Required room sizes, ceiling heights (Section 310.6). 7. G.F.C.- in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). 8. Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. L^^^ticn cf water heaters, heat:.^g --nd cooling equ;pment, other electrical or gas equipment. 1 Garage firewall, door size and closer (Section 302.4). ;,Y. Minimum of one 3'0" exterior door (Section 1004.6). jr Fireplace and wood stove location, alcoves and clearance. y3'.' Smoke detectors (Section 310.9.1). (01 Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. 8: Roof construction details complete enough to construct building. 9s Rafter ties or bearing ridge beam. 10. Fireplace construction details and calc. if necessary. 11. Garage door and/or porch header sizes. 2. Stud heights. 3. Adobe soils - special foundation design. 4. Retaining walls requiring design. 15. Special Inspection requirements. JANUARY 1996 3.2 MISCELLANEOUS ITEMS TO LOOK OUT FOR: /. I," Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). ,7! Foam insulation - protection. 36" halls and stairways. ,S! Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). 11. Underfloor access and ventilation (Section 2317.7). 12. Attic access and ventilation (Section 1505). 13.: Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design Flashing at all exterior openings. 17. CD.F. responsible area requirements.' . s JANUARY 1996 3.3 RESIDENTIAL 06 0 008 PERMIT#96-2712 ISANTOS, Tony & Sandra 14705 Hartley Dr., Forest Ranch L New Single Family T' s�cca.Y�o� 14 - • t , JOB FINALED (Date) Signature Nbt OK O RESIDENTIAL (Single & Duplex) = -No - = Not Applicable * = Not Ready Date* P UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth / Ftg. Garage; Soils-Steel-Elec. Grnd/ P' Ftg. Depth Ftg. Porches & Decks; Soils -Steel-/ t' Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped Stemwalls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors " 8. Piers -Fireplace Ftg.-Steel 47. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 48. 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 49. 11. Water Pipe; Test -Anchors -Regulator -Service Test 50. 12. Electric Underground 51. 13. Pienums & Ducts; Clearance -Material -Support -Ins. 52. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 53. 15. Access & Ventilation 54. 16. Insulation 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date Card B-1 Date Card B-1 Date Card B-1 Date Card E-1 Date PLUMBING (Permit) OK except #'s Shear Walls; Nailing -Bolts 17. Water Htr.; Vent -Access -Combustion Air Baffle 60. 18. Water Pipe; Test & Anchor -Nail Protection 61. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 62. 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Card B-1 Date Card B-1 Date Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date Ext Steps -Door & Sidelight Protection -Landings Card B-1 Date Card B-1 Date Smoke Detector ELECTRICAL (Permit) OK except #'s 65. 23. Fixture & Transformer Clearance -Ins. Protection 66. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 67. 25. Size Boxes & No. of Conductors Stapled 68. 26. Romex Installed Close to Edge of Studs & C.J. 69. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 70. 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 71. 29. Subfeed Wire Size/, / ga. Cu or AI-A.C. Wire Size/ / ga Cu or AI 72. 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 73. 31. Service -Riser Conductors & Ground -Main Disconect 74. 32. Equip. Clearances Panels-Motors-Mech. Epuip. 75. 33. Clothes Closet Light -Shower Light -Spa Light 76. 34. Smoke Detector 77. Plb., Elec. & Mech. Equip. Listed for Location Date Elec. Receptacles in Garage (G.F.I.)-Romex Protection Card B-1 Date Card B-1 Date Insulation -Foam -Looked in Attic Card B-1 Date Card B-1 Date Guard rails & Deck Construction -Post Caps MECHANICAL (Permit) OK except #'s 81. 35. A.C. Ducts Insulation & Support 82. 36. Vent Fan, Exhaust above insulation 83. 37. Condensate Drain & Overflow, Size & Grade 84. 38. Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet r 85. 39. Attic Access & Platform if Furnace in Attic 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground Date Ventilation Throught House Card B-1 Date Card B-1 Date Glass Protection Card B-1 Date Card B-1 Date Corrections from Previous Inspections FRAMING (Plans) OK except #'s 91. 40. Sits Proper Materials & Anchors 92. 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 93. 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftc Ties-Pullin-roff Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace 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 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drlve 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 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: V=OK - O = Not OKNot , • = Not Ready ble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 1. Zoning Requirements - Setbacks - Easements 6. Carports; Windows -Doors 2. Soils; Special MH Support Sketch 7. Electric 3. Sewer; Location -Test -Fall -C/O -Concrete 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 4. Water, Location -Test -Easement Needed (Sketch) 9. Siding; Nailing -Veneer -Stucco -Mesh 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 10. Roof; Shthg-Roofing 6. Gas; Location -Test -Wrap; / /UtL / /Nat. or/ P'L°ft./ /LPG 11. Ext.; Steps -Doors -Landings 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 2. Soils; Compaction -Structure Stability 1. Zoning Requirements- Setbacks Easements 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 2. Footings; Sine -Spacing -Marriage Line 4. Elec.; Receptacles and Lighting, Distance-GFI 3. Gas; MH Test-Demand-Vahe-Connector 5. Elec.; Pool Lighting; 15 Volts-GFI 4. Electricity; MH Test -Crossovers -Breakers -Clearances 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 5. Drain; MH Test -Fall -Flex Connector 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 6. Water; MH Test -Regulator -Connector 8. Elec.; Grounding; Equip. w/3 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 7. Water and Sewer Connected -C/O to Grade -HD Approval 9. Health Department Approval 8. Gas and Electricity Tagged 10. Plumb.; Cir. Test -Water Supply Test 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 Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; SoilsSize-DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Date Card B-1 Date Card B-1 Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/3 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 X ILq i COUNTY OF BUTTE- DEPARTMENT QF DEVtLOPMENT SERVICES -BUILDING DIVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT y ✓ a// ASSESSOR PARCEL NUMBER 063-030-008 ZONING BUILDINGPERMIT OWNER SANTOS TONY & SANDRA TELEPHONE 891-0939 SQ. FT. OCC. BUILDING VALUATION 1360 R-3 73 440.00 OWNERS MAILING ADDRESS PO BOX 88 FOREST RANCH 2 347 C 4,511.00 NAME OWNER TELEPHONE 545 U 9 810.00 CONTRACTORS MAILING ADDRESS Fireplace I A 1,500.00 CONSTRUCTION LENDER UNIw0WN Total Valuation $ 89 261.00 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 594.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 4705 HAR PERMITFEE $ 1023. 0 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 L(Y NO. 7 SUBDNIS ION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF IN Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 +_ Each gas water heater or vent 15.00 15.00 Gas piping system 1 - 5 outlets 15.00 1 5_00 Building sewer 15.00 TYPE OF WORK New '7 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SINGLE FAMILY 3 BDRM - Mobile Home I S I G W @20.00 PERMITFEE $ 143-00 Contractor ELECTRICAL PERMIT Filina Fee 20.'00 Main Service000v OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 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 NEW CONST. DWELLING OCCUR SO. OR ( d ACC. BLDS. ) 3.5¢ FT. CNS. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS (a SINGLE OUTLET CIR. ) Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL 0 .50 Ex. Occup. (oFIXEDrs PPE �.j OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE ; Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -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 9 Heating i nn Cooling Hood 6.50 6 50 Ventilation PERMITFEE $ Contractor Policy Number (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 19 1 certify that in the performance of the work for which permit is issued, I shall not employ any person in any anner so to become subject to workers' compensation laws of Californi , and re at if I should become subject to the worker §' com nsation pr sions of ction 3700 of the Labor Code, I shall forth co Iy wi ho rov � ate _ �- `SigrT re o plican - ❑ Owner r ❑ Agent An OSHA permit is req ired for excavations over 50" deep and demolition or nstruction of structures over 3 s ries in height. Mobile Home Installation Fee $ Energy Inspection Fee Is 46.00 occ R3 CONST. TYPE VN � TOTAL FEE $ 1337.55 [of HAZ. I D. FX IMP D CDF PAR -CF V PD HD SsuE This permit is hereby issued under the applicable provisions the Butte Coun y wCode and/or Resolutions to do work indic d ab ve fo hici� fees have been paid. (y By Date pp PERMITEXPIRESON (Date) ReceiptNo. 209557 WHITE-D.D.S.-E.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541�,� PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING - BUILDING PERMIT OWNER TELEPHONE -093q SO. FT. OCC. BUILDING VALUATION _3 OWNERS OWNERS MAILING ADORES tQ, /1 �� 9 `� 16,( ( /`Y �� CONTRACTOR'S NAME TELEPHONE &tIc5¢ J 0O V CONTRACTORS MAILING ADDRESS Fireplace 1 A 1:500 .00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ /100 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS J Permit Fee P@V Auth $ /j Uq.s ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee e. O $ 3 Energy Plan Checking Fee $ 23,60 - ARCHITECT OR ENGINEERS MAILING ADDRESS Lt -74 JZ Penalty $ BUILDING ADDRESS PERMITFEE $. q0 PLUMBING PERMIT Fling Fee 20.00 J aul—I Each Trap 7.00 6.3,00 LOT NO. Cl I SUBONISIONSNAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF,X Duplex ❑ Mobilehome ❑ Other - SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 115. TYPE OF WORK New y Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ � Describe Work: — Mobile Home I S I GI W 1 @20.00 PERMITFEE _ � O Contractor ELECTRICAL PERMIT Filinq Fee 20.'00 I Main Service ( 200A OR LEss ) 23.00 Main Service ( 200A TO 1000A ) 46.00 - LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 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 I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' 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 NEW CONST. DWELLING OCCUR OR NS. ( 8 ACC. BLOB. ) so. 3.5¢ FT. C NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES) 20 Qa 1.00 BAL .SO Ex. Occup. (ouXXEEDTs iR sE ..Oea) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling+J 6-00compensation, Hood 6.50 6 5n Ventilation q,5'0 rJ PERMITFEE S Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 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 SLbject 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 ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee$ W0100 occ %Z 3 OeIgST TYPE TOTAL FEE 7 HAZ. D. F S IMP I FLOOD I CDF I PARCEL I PD HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON - applicable provisions Resolutions to do work been paid. Date (Date) Receipt No. 9 5S �l WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 126 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E O LY a„Q , Plot Plan Ana d M Floor Plan Attached Sent to B.D. —I 70 6<3 -63 01wrier Location AP# Plan Approved for: Sewage Disposal �tt Water Supply: Public Private Well Clearance for . Other oglo Hold final for: Final clear rice O.K. for: NOTE: < - &:• ; - Environmental 8/96 th Specialist rOF COUNTY OF BUTTE r BUILDING DIVISION r,. DEPARTMENT OF DEVELOPMENT SERVICES — -- - ---r— 1469 Humboldt Road, Chico, CA - (916) 8.91-2751' 7 County; Center Drive, Oroville, CA - (916) 538-7541 `• 747 E�Iiott Road, Paradise, CA - (916) 872-6307 <Y } CORRECTION NOTICE. �y &-.7- 7l Z OWNER PERMIT -NO. .; A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work' is completed. If you have any questions pertaining to this matter, or need additional explanation, '• pleas �'C tact this office immediately. 6 Aaza& Al .�a 00 r - k• l+ h .1 -1 v a Date Inspector REV 10/9/2 r: " •r 4 COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER SQAIL-"� N rA. P. No. �3 rv�' 00g Proposed Building Use � P Building Inspector ' �^� Date a At time of permit application, I was advised the following data must be submitted prior to permit processing'arid/or issuance: DATE RECEIVED BY 1. All items have been submitted . ................................... t`r 2. Plot plans, 3/4 sets, signed by preparer of plans. ................... ' 3. Complete plans, 3/4 sets, signed by preparer of plans. :..... :`.... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. ......... . ' 5. Hazardous Material Form. 6. Energy Design Compliance and supporting documentation . ................... 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $......................................... 11. Impact fees as shown on attachsehedu 12. California Department of Forestay-pplaa.apprs��s. �,?- 3. Flood elevation letter (100 year flood) by California Engineer . ................. . 4. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: . (B) Parking: . ......... 18. Contact Land Development,about (A) Improvements (B) Drainage. ............ 19. Driveway permit (construction approval required prior to occupancy). . . 20. 'Pre -inspection for to Building Insp d required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _). .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . ................. . 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .............................. . ........... 29. Documentation of legal access . ..................... :................. . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . .................................................... . 33. 34. When you issue the permit, process as follows: _A Mail to owner. Mail t !contractor. Telephone and hold for pickup at offiP,. Deliver with inspecto . Other Parcel Creation Acreage Applicant _ Date% / Z�, 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. h 14 2. Additional items required: _ f_ Contractor, dE ner. Dwner, was advised of above required data by -/Phone _ mail Counter by _ Date off' Contractor, designer, owne as advised of above required data by _ phone _ ail C inter by _ Date Plans checked by Date Plans approved by i!Date Sets of plans or(hold in File cabinet _ c... AP folder Co - Department of Public Works' ' "`""` ��� i."�,�;a.Y...:.,u;.f"c-xr-.....d�lcx+.+'+:,'g..�-•...r„-n..,-„ "�1.rs'�rE K a /Iv�V ,..,,•4;,, :.�...^-.*, r•�.,w�::r'D:...I .+-,i....-..•,+........ , ,{.. . BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM ^ ' (One Form Per -Building) > School District Building Department No. .. � , .» �;tea. ,.., ...•. .,, ,. ,. ,. ,„ r .;,:�. `y` A.P."Number Qiot 030 '.Jurisdiction City 0 County ,x Property,Owner„VC 'F Property. Location/Address L47ILALSZ/IG>!�Y�C. � r Subdivison Lot No. '7 Residential Development 0 Sq. Footage 13 (C 0 No. of Living MHI Addition (Group R) Units Commercial/Industrial 0 0 :.Sq. Footage. New Addition (Including Exterior Roofed Areas) aa-q�3- Building Department RepresentativeDate District Identification No. �-� School District certifies that d_V,4A",71 (Ap scant) 00 6A (Phone Number) has complied with the requirements of Resolution No. %9� by payment of $ aao r%;presenting ' square feet. As 2926 $ PULL MITIGATION $ C_w is School District Representative Date Paid by Check # Remarks: Bank Number Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.wkl (11/94)dmm BUTTE CO -U -NT -Y BUILDIINGi Zm�, p -�% -w APPROVED CERTIFICATE OF COMPLIANCE: RESIDENTIAL . Page l CF -1R Project Title.'' . .'.''' Forest Ranch .' Date' ... .... 02/05/97 Project Address...' ..' s Ranch _____________________ Forest vv4. 5O / / / / Documentation Author. .. GARY HAWKINS ****T*T ' ' / Building Permit Bruno & Hawkins 20 Constitution Drive Ste l / / ^ / Plan Check / Date / Chico. CA 95973 . / (916� SQ -1125 / Field C ' ' ' ..e`~/ Ste / ------_____-_________ Complfance Method...''' MICROPAS4 v4.50 for 1995 Standards by Eneroomp, lnc =============================================================================== | MICR0PAS4 v4.50 File-SANT0S Wth-CTZ11S92 Program -FORM CF -IR | | Usar#-MP0566 User -Bruno & Hawkins Run -Plan 1352 / / ������������������������������`� �...............................................� BE@ERAL 1NF0`MATI0N Conditioned Floor Area.._ 1352 sf ' Building Type .............. Single Family Detached Construction Type ''' .'' ' New Building Front Orientation. Front Facing QO deg (E) Number of -Dwelling Units... 1 Number of Stories.....''... 1 Floor Construction Type._ Slab On Grade Glazing Percentage ''....... 14.6 % of floor area Average Blazing U -value.,,. 0'03 Gtu/hr-sf-F BUILDING SHELL lNSULATI0N ------------------------- Component Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value Location/Comments ____________ _______ ________ ________ _______ _______ ________________________ Wall Wood R-15 R -O R-15 0.081 FRONT' LEFT, GARAGE BACK, RIGHT Door n/a R -O R-n/a R-0 01330 Left, GARAGE Roof Wood K-38 R -O R-38 0'033 ATTIC SlabEdge n/a R -O R-n/a R-0 0'558 to garage 3labEdge n/a R -O R-n/a R-0 0.300 to garage SlabEdge n/a R -O R_n/a R-0 0,720 to out SlabEdge n/a R -O R-n/a R -O 0. 900 to � FENESTRATION __-_________ �, PP .=�p # of Ivterioi Area U- Pao- Shading/ ExL�r�vr » o� Orientation (SO Value Vs Description shad)o9 FIos- 01; ___________________ _____ _____ ____ _______________ ___________ ____ ------------ Window ________Window Front /E\ 16.0 O.G76 2 Drapes.Std None Yes Metal Dour` Front (E) 43.0 0.770 2 Drapes.Std None Yes Meta] Window Front -(E) 13'3 0.870 2 Drapas.Std None Yea MQal Window Left (5) 24.0 0'870 2 Drapes'Std None None Metal Door Left (S) 40.0 0.770 2 Drapes^Std None Yes Metal Window Back (W) 16.0 0.370 2 Drapes'Std Nno* Yes Metal Window Right (@) 40'0 0'870 2 Drapes.Std None Yeo Metal Window Right (N) 8.0 0.870 2 Drapes.Std None Yes Metal CERTIFICATE OFCOMPLlAWCE: RESIDENTIAL ' Page 2 CF -IR Project Title.'...'..'. =============================================================================== Forest Ranch ===================================== Date'..'.... 02/05/97 | MICROPAS4 v4'50 File-SANTOS Wth-CTZ11SP2 Program -FORM CF -1R | / Uaer#-MP0666 _______-_-_____-_____�____�_-_______-_-___-__-__- , User -Bruno � � Hawkins ---------------------------------------- Run -Plan 1352 / � � � THERMAL MASS ------------ Area Thicknpsa Type , ------------ -------- Exposed (sf` (in) Location/Comments _ _____ ______ _________ -- T,DI@I#G,DATH,MEARTH � Slab0nSradm No ` 1012 4'0 ` TYPICAL � HVAC SYSTEMS M i I. -Ii m I-) rf] -------------- ___________M1nimum Duot Duct Thermostat ^ Equipment Type Efficiency `-__ Location R -value Type ------------ 8aa ------------ 0.780 AFUE ---------- __ Attic ------- R-4.2 -___-__--__- Setback AfrCond 10.00 SEER Attic / R-4 2 Setback WATER HEATING SYSTEM, Number- Tank ENternal in Energy Size Insulation Tank'Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- ______ ________ ______ ------------ Storage ____-____Storega Gas Standard 1 59 EF 40 R-12 ^ SPECIAL F£ATURES/REMARKS ___-__-_-_____-________- ` � . ' - — '00�� ' p� CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title,......'.' Vorest Ranch Date'...' .. 02/05/97 | MICR0PAS4 v4.50 File-SANTOS Wth-CTZ11S92 Program -FORM CF -IR | / Uaer#-MP0666 User -Bruno & Hawkins Run -Plan 1352 / ------------------------------------------------------------------------------------ COMPLIANCE STATEMENT --------------------- This ___________________This certificate of compliance lists the building features and performance specifications needed to comply with Title -24. Parts 1 and b of the California Code' of Regulations, and the administrative regulations to fmplement them' This oert,ifioate has been siqned b* the individuAl wiM 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 section. ' DESIGNER or 0WNE1--',,. DOCUMENTATION AUTHOR. Name'.'. Any Santos Name.... GARY HAWKINS Cumpany' _______ Company' Bruno & Hawkins Address, Address. 20 Constitution Drive' Ste l __________________________ Chico, CA 95973 Phone..' __________________________ Phone_ (916) 395-1125 LioensK' Signed.. Signed.- (date) ENFORCEMENT AGENCY ' Name'.'' Title'.. " ' . &qency'' Signed'. --- ' MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title'''.'. ... Forest Ranch Date. ' ... 01/17/97 Project Address..' . .` . . T*T*Wz* ----------------------- _____ Fm-ast___________________ �onn!'' ' ' Documentation � `or'�,S�RY H�WKIN� ----------------- Building ' Permit # | Bruno & Hawkins / / 20 Constitution Drive' Ste 1 | Plan/ - _' ' ' --`. . Chico, CA 95973 -(916) 395-1125 | - ' Climate Zone .....''.'' 11 --------------------- FieldCheck/ ~~`~ Compliance Method ...... MICA0PAS4 v4.50 for 1995 Standards by Enercomp, Inc / � / N�C80PAS4 v4.50 File-SANT0S Wth-CTZ11S92 Program -FORM MF -11R ' / User#-MP0666 User -Bruno & Hawkins Run -Plan 1352 / --------------------------------------------------------------------------����� Lowrise residential buildings subject to theStandards must contain these measures regardless of the compliance approach used. Items marked with an asterisk J) may be superseded by more stringent compliance requirements listed on the Certificate of Cymplianoe When this checklist is intorpnrate6 into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES __________________________ Design- [nforce- er men� *15O(a): Minimum R-19 ceiling insulation' 150(6); Loose fill insulation manufacturers.labeled R-Valu�. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mess walls)' *150(d): Minimum R-13 raised flour insulation in framed f%nrs' ' minimum R -G in concrete raised floors. 150(i): Slab edge insulation'- water absorption rate no oroater than 0.3%. water vapor transmission rate no greaLer than 2.0 perm/inch' 118: Insulation specified or installed meets CEC quality standards' Indicate fype and form 116-17: FenestAtioo Products, Exterior Doors and infiltration/ exfiltration controls a' Doors and windows between conditioned and unconditioned, spaces designed to limit afR lsakage' b' Manufactured fenestration products have label with certified U -value, and infiltration certification. c' Exterior doors and Windows.weatherstripped; all joints Ad and penetrations caulked d oealed 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 � only. 150(f): Special infiltration barrier installed to comply -v��� Seo. l�1 meets C�C quality stend�rds�. ��� 150(e): Installation of Fireplaces, Decorative Rae ApplianApq uty and gas logs�� - . " l' Masonry and � faotory-built f1replaceshave: �-~ '+�AV� a' Closeable metal or glass door b' Outside air intake with damPor and control c' Flue dalper and contra'! 7 N� ��. �nL'.`/,o'c '`:�,���� �,s ��\^/� ��� * ^ '� . .'' ' . � ~,. �/ - - MANDATORY MEASURES CHECKLIM RESIDENTIAL Page 7 MF -1R Project Title'' . ' '' . . . Forest Ranch Data. . '. . .. 01/17/97 =============================================================================== | MICR0PAS4 *4.50 File-SANTOS Wth-CTZ11Sg2 Program -FORM MF -1R | | Usar#-00666 User -Bruno & Hawkins Run -Plan 1352 / / ----------------- -___-________--__-_-___-_-____-________-___--___--_-_---____- SPACE C0NDITI8@INS, WATER HEATING AND PLUMBING SYSTEM MEASURES ______________________________________________________________ Design- Enforoe- er ment. 110_13: HVAC equipment, water heaters` showsrheads and faucets certified by the CEC 150(i): Setback thermostat on all applicable heatin� 150(j): Pipe Pipe end Tank insulation ----- ----- 1' Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation CR -16 or greater). 2' First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater)., 3' All buried or exposed piping insulated in recirculating sections of hot water system. 4' Cooling system piping below 55 degrees insulated.. 5. Piping insulated between heating source and indirect hot water tank. —=--- `---- *150(m); Ducts and Fans 1' Ducts cunstrurte6, installed and sealed to comply with Um('' sections 1062 and 1004; d,,wts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditionid space 2. Exhaust fan systems have backdraft or automatic dampers 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually vFareted dampers 114: Pool and Spa Heating Systems and Equipment -`�-- ----- 1' System is certified with 78% thermal effioTency, un -off switch, weatherproof operating instructions, no eleotri� resistancs heating and no pilot light 2' System installed with: a' At least 36 inches pipebetween filter and heater For future soler heating h. Cover For outdoor pools or outdoor spa� 3 Poo7 system has directional inlets and a oirculatiun pump time switsh, 115' Gas-fired central furnace pool heater. spa heater ,r ------- ------ household 0uQkiog*appliancv have no continuously b'/rnioci pilot light Tycepfion7 Non-pl+cirical cooking appl�unr� with pilot < 150 Btu/hr.). ------ ---- L)G|{TJN6 MEASUKE'.f.,� ------------------- 8��1r�� _ ^ ^ uc " �n �orce- 130(k): 40 lumens/watt or greater for genera l i�ghtir'! kitchens and rooms with water closets; and re�esse6 fixtures ]C (insulation cover) approved.` i0Ky COMPUTER METHOD SUMMARY Page 1 C -ZR =============================================================================== Pro]e 't Title. . . . .. .... Forest Ranch Date' .''.. ' 02/05/97 Project Address''''''.` _____________________ . Forest Ranch "v4.50* . Documentation Authur'' GARY HAWKIH� Building Permit # | Bruno & Hawkins ' 20 Constitution Drive, Ste 1 | / .Plan -h__' ' ---~ . Chico, CA 95973 || (916) 093-1125 . | Field Check. -}ate | Climate Zone''.'.'''''' 11 ---------------_-_�__ Cmmpliance Method''.''' M1CR0PA54 v4.50 for 1995 Standards by Enercomp, Inc. =============================================================================== | MICR0pAS4 v4'50 Filo-SA@T0S Wth-CTZ11S92 Program -FORM C -2R | | Uaer#-MP0666 User -Bruno & Hawkins Run -Plan 1352 / / ----------------------- 0______-____-________-____-_-_________-_________-______- ============================ MICROPAS4 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = = ' (kDtu/sf-yr) Design Design Margin = =-------------- -------- ------ --- ---------- __________ = = Space/ Hea'ing.......... 15.30 13'69 -3.39 = = Space Cnoling'''.''''.' 12'35 10.03 202 = = Water Heating.... ....' 15.21 13'54 1.67 = = -------- ________ ______-_ = = Total 42.86 42'26 0.60 = = = Building complies with Computer Performance GENERAL INF0RMATJ0@ Conditioned Floor &roa�' .' 1352 sf Building Type.'.. ''''''''' Single Family Detached Construction Type . .. '.' New Building Front Orientation. Front Facing DO deg 'E) Number of Dwelling Units''. l - Number of Building Stories 1 Weather Data Type.' '' .'. Redu:edYear Floor Construction Type.''' Slab On Grade Number of Building Zones �. 1 Conditiohed Volume' .'''' . '' 10816 cf, Footprint Area...'. . .'. 1352 sf Ground Floor Area'..'''.''. 1352 sf Slab -On -Grade Area'. . .' .. ' l'352 sf Glazing Percentage ' '''''' 14'6 % of floor area Average Glazing U -value'.'. 0.83 Btu/hr-sf-F Average Ceiling Height''''' S ft . �N'�w ' -= �~�~~ COMPUTER METHOD SUMMARY Page 2 C -2R Project Title. . '' . ' ' . ' . Forest Ranch Date ' . '. ' . . . O2/O5/Q7 | MICROPAS4 v4.50 File-SANTOS Wth-CTZ11S92 Program -FORM C-21, / / User#-MP0666 User -Bruno & Hawkins Run -Plan 1352 / / _______________________________________________________________________________ Zone Type -------------- HOUSE Residence BUILDING ZONE INFORMATION _________________________ Floor` # of Vent Special Area Volume Dwell Cund- Thermostat Height Vent Area (sf) � (of) Units itioned Type (ft` (sf` _________ _________ _____ _______ ____________ ______ ---------- 1352 ________ 1352 10816 1.00 , Yes Setback 2.0 n/a OPA0UE SURFACES Area U- Iosu) Act Solar Form 3 Location/ Surface ______________ (sf) value R-val Azm Tilt Gains Reference Comments HOUSE ______ _____ _____ ___ ____ _____ ____________ ----------------- _______________HOUSE 1 Wall 243 0.081 15 gO gO Yes W'15.2X4'16 FRONT 2 Door 20 0.330 O 130 gO Yes None Laft 3 Door 17 0'330 O 270 gO No None GARAGE 4 Wall 260 0.081 15 180 gO Yes W.15.2X4'16 LEFT 5 Wall 20 0.081 13 130 gU No W'15'2X4'16 8ARAGf,*_ 6 Wall 104 0'081 is 270 90 Yea W.15.2X4.46 BACK 7 Wall 175 0'081 15 270 90 No W'15'2X4.16 GARAGE 8 Wall 256 0.081 15 O gO Yes W.15.2%4.16 RIGHT g Wall 52 0.081 15 O 90 No W'15.2X4'16 RARAGE lO Roof 1352 0'033 SS n/e O Yes R.38'2X4'24 ATTIC ' ^ PERIMETER LOSSES Length Leogth ----------------- F2 __-------____-- Insul Solor 5upface ____________ (ft) Factor R-val Gains Location/Comments HOUSE ______ ________ _______ _____ ------------------------- _____________________H0USE 11 slabEdye 5 0.550 P -D ' No to garage . 12 SlabEdge Z7 0.500 R -G No t gerage 13 SlabEdge 89 0.720 R -O No Lo outside 14 SlabE6ge 46 O 930 R -O No to vutside FENESTRATION SURMES 1 of Veot SC S C interior Area Pan- Frame Open U- Act 6lasF b't Shading/ Surface ___________ (sf) _____ as Type . [ype value Azm Tit Only Shade Description H0USE 1 Win dow l��G ____ 2 _________ Metal ______ Slider _____ . U87U QO qO U 8G`��,7,.TFh�� d Z Door 40'0 2 Metal Slider 0'00 O QO 'St6 S Window 13.3 2- Metal Slider 0'870 90 9 - ^ 4 Window 24'O 2 Metal Slider 0'870 18O qO A 5 Door 40.0 2 Metal Slider 0.770 18O 6 Window 16.0 2 Metal Slider 0.870 270 90 0.29 O 7E Drsp- i 7 Window u0 O 2 Metal c!ider 0.870 0 '}p 0 2' ; `� ;,�/��s 305 [i�.jww (' q � 9-07 0; �. �o,� 1 �,�` 7 Q? ' -.0` ' ' . . " C0MPUTER*METH0D SUMMARY 16'0 4 Paye 2 =============================================================================== 40'0 6'67 n/a 14'5 3 C-2!:�,' Project Title'''.''''.' Forest Ranch n/a 14'5 Date''.'.' . . 02/05/97 =============================================================================== | MICR0PAS4 v4.50 File-SANT0S n/a 17`5 Wth-CTZ11S92 Program -FORM C -2R / / User#-MP0666 _______________________________________________________________________________ n/a 2 User -Bruno & Hawkins Run -Plan 1352 / / n/a 2 G OVERHANGS AND SIDE FIN,.-, 4 n/a 2 n/a --- Window -- -------------------------- ______________________---Window-- ---- "Overhang ----- ---Left Fin--- --- Right Fin -- Area Left Rght Surface (sf) Hght WJth Dpth Hght Ext Ext ENt Dpth Hght Ext 0pth Hght ----------- _____ -_--- _____ ___- ____ ____ ____ ____ _-__ __-_ -__- ____ ----- HOUSE ___H0USE 1 Window 16'0 4 n/a 2 2 Door 40'0 6'67 n/a 14'5 3 Window 13'3 303 n/a 14'5 5 Dom' 40.0 6.67 n/a 17`5 O Window 16'0 4 n/a 2 7 Window 40'0 4 n/a 2 G Window G'O 4 n/a 2 Area Mass Typh (sf` --------------- ------ HOU5E 1 Slab0nSrade 340 2 Slab0nGrade 1012 13 n/a n/a n/a n/a n/a n/a n/a o/a .33 n/a n/a n/a n/a n/a n/a n/a n/a .33 n/a n/a n/a n/a n/a n/a n/a n/a 1.33 n/a n/a n/a n/a, n/a n/a n/a n/a '33 n/a n/a n/a n/a n/a n/a n/a n/a '33 n/a n/a n/a n/a n/a n/a n/a n/a .33 n/a n/a n/a n/a n/a n/a n/a n/a System Type ---------------- HOUSE Sas AirCood Tank Type Heater Type ____________ ----------- I Storage Gas MVAC SYSTEMS ____________ Minimum Duct Duct Duct Efficiency Location R -value Efficiency .......... ............. ....... .............. � 0.780 AFUE Attic 10:00 SEER Attic WATER HEATING SYSTEMS ------------------------ Number ____________________Number in Distribution Type System ___________________ ______ Stan6ard 1 SPECIAL FEATURES/RENARK-,_', -------------------------- R-4. 2 _______________________ R-4'2 O.GSU A-4.2 0'810 Tank External Energy Size Insulation Factor (gel) R -value ________ ______ ----------- .59 _________.39 40 R-12 �4 � THERMAL MASS ' Thick Heat ------------ Conduct- Surface (in) ----- Cap ----- ivity R -value -------- -------- Location/Comments ------------------------- 4.0 28.0 28.0 O.98 R-O.O KIT.DINlN8'DATHWARTH 4.0 28.0 0'93 R-2.0 TYPICAL System Type ---------------- HOUSE Sas AirCood Tank Type Heater Type ____________ ----------- I Storage Gas MVAC SYSTEMS ____________ Minimum Duct Duct Duct Efficiency Location R -value Efficiency .......... ............. ....... .............. � 0.780 AFUE Attic 10:00 SEER Attic WATER HEATING SYSTEMS ------------------------ Number ____________________Number in Distribution Type System ___________________ ______ Stan6ard 1 SPECIAL FEATURES/RENARK-,_', -------------------------- R-4. 2 _______________________ R-4'2 O.GSU A-4.2 0'810 Tank External Energy Size Insulation Factor (gel) R -value ________ ______ ----------- .59 _________.39 40 R-12 �4 � 1-amd4nbo jVAH all buylvaLes uaqm SmOlveg LK JePOU00 04 QYLY%Su0dSSJ S,0eU6YSeP OVAH W-1, aq oste Ism � -31a 'Ub5jeW QejQS 6U;Z;SjeAO '4uemd;nb-",.1 40 'zoin4ejedwe4 u6ysep joop4no sjuawajjnbe..! -juawdynba Ions yinjonj u51sep JUMeM M10 OVAH 40 Ij 1 I.03 M 10 euv L uO S je UmOqs SPec L aW S401.j NY PROI LR401 wnwhufld juaqe 1 V2961 10M ........ I ........... PeOl MUSueS 180 9VU -- .... 004 ...... I ............. ug% YuJalul 9081 ........ ....... u0ORQUAW. 1629 e/u ............. "MOS BuizeL.'') Me 9US9 — ............ uoy4onpuoo 6UML9 UST 19tob ------ JeLOS pue uoj4onpuo3 anbedo ----------- ----------- -- A - ----------------------------- (qnoo) Cqnjo) 5u 1.e a --- - -- -- ----------- -- ------ --- ------ Aovwwns OV01 01111000 ONV ONUM-1 0z"o ""' :—U011"enj peol 4lac- jej ON ------ Pasn WgpeqS BUeqJeAo ON ...... Pan buipm noyjaw.?, ON ...... Pesn wippys joymn VE ---------- jewwnS A St ------- u6psea eppsul jemwq.,,.: A 66 ------ u6psea eloys1no jawwnt..-,- " 01 ....... MIS, ap;Suj-jS;u;m j o; ------ ubyseg epps1no w4upfvl Saw5ep g -6e ............ — ---- epn;yle* I HONVI 1SAM ............ uo,40001 (3) 06 6MM ;uOJY .......... uOijejualio 4uoj-,j AD 9LBOL --- * ... * ......... --- awnLOA JS WEL ....... ^ ......... e.. _V JOOLJ ----------------------- N011MOM MAW ------------------------------------------------ ... ..... .... .. . .... .. --------------------- ZGEL u0d.und suhlmeH V ounig.jesn 99godw-wesn ONIZIS OVAH-wej6O& Z6S1LZj0-q4M SOINVS-MIj OS-YA MUM0114 - oui 'dwaajam Aq spiepuplS S66y JOA OS'VA VSVd0WW ...... POMW a0u%Ldwoo ------------------------ LL ........... euOZ MWW) 0 a q 0 PLaIj (9Q) SAM V & aleo now uel.d L 94S 'aAIJG uop4n4v4suoo OZ SuMmeld V ounag V Mm"d 8UPWO ........ SNINMVH WO "joq4nV uop4e4uewnDo(,'.l qoued ---------- --------------------- ssejppv varoic'' M/So/zo '--Mec, ONIZIS-OVAH, LONGFELLOW LUMBER CO. ■ Quality Truss Design ■ Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 . (916) 893-0112 FAX (916) 893-0140 Customer: ti 5,,g,, 7-Z> s Address: AP#: Job No: INC. Alpine Engineered Prq%gn`T" Christian Chappel r .- F - 8351 Rovana CircISUR_OONG9 Sacramento, CA 95828-2522. t� - V - (916) 387-0116 = 1_- Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 25470204 -11 I Jots: THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY 'TRUSS HFR fl'It1)Sti I)R0F I Ill, Ri 24" n.c. rill(111ns TRUSS I)R0F 1 Ll? WITH 411" B.C. FURRING _0 111111.1 -IN (:eu 1Gr'. nun I -IN I PI),111.ra �- c RrN1A I NX Al 11 ANN: (PLr1n 1 115 111 ITANI_ o I WI III I I'l 1:�.`;) _I I_ W I I I 11111„ ) DO (D) IYll. I� NG fill' WI 111 11111 I. -PLY [III' 411 111 1:111" I-PI..Y �II_-`(l)) IYI'. 114 IIII' Willi I-111? I - I'I.. Y � , - SEIBACI:- 113 IIII' WI 111 1=111: I -I'I.Y K i - SL I r1ACl; -- J /112 N[P Will J. I-PLY 11_—Tal =Ml�. 111 urP GIr:nER HAY ,%in)( cn) InGeBI: N111.11PLE111:1• �-=_--- --- �. (0) I-IJI-I_INS SPACEO a 24"1).C. IYP. \ I'rRNANr-NI IIIAWNAl. IIPACIII.i ( Cl1141II'll IfIIIS 2X'1 ) A11'1.11A) III IIIPSIIIE III: FLAT rrlP (n) CRIPPLES SPACED 24' II.C. IYP. I:IIf1PIl 1 l I:PI:CIIIIN 0.1141 PAI: II IP (A) HIPPING & 1.1 Al Ir. (?I:I: III.'AI:ING I.II.:IA11.) SAME S17F ANI) SPECIES AS DESIGN NLJIL: SFI: I'11.'111INAL NESIGN I IIP LI.II.1111:V, PLAI INh ANI! IIIIIIiR CPI IEPIA NOT SIIIIWr1 III:RL• JACK RAI''TET RIGID CONNECTION DETA91, al 11fP GIPOEP MAY BE I•IIJLTI-PLY tip SIMPSHN 113 TIE SEE SINPSIIN CATALOG, C-PT95-1 FAR HAILING SPEC IFICAT IANS. rc E= r_a r-3 E= O Cl f=-1 C: O yo (� C� 0 o c� f= n 1� C� 1-.7 ALPINE ' TRUSS ' 1 1 ,.I I 1 .I •LACI: RAFTER J� Illi HIP LllfIPIl FXII:NSInN I -PLY I�E� ,1/5 II11) WIIII VIII? I -PLY ,114 111 (.,I if Jim EXTENSION I -PLY X113 IIIP WI III 1=111' I -PLY (D> II (n) I (n) L: )� #2 NIP CIIIIP(1 EXTLIISIOII I -PLY #I IIIP Glcnr:R 11AY Br: 111JL11PLEIIENDEP (11) PHPIANS SPACED a 24 -D.C. TYP. --�,\ Rr:PHANFrIf MAGIINAI_ APACII•ili v ( (1.1141 IMI IIII IS 2X4 ) APDL VIII III I I IPS l III: III: FLA f Jill) (I l) IA 11 VIAS SPACIA) 411` I I. C . IYP. [11111!11 fly OPLL I I I Ili 1.11111 PAC I'l 1P (11) HIPPING & FLAI 1C (SEE (!PACING 111=(All_) SAME S I /F ANTI SPECIES AS Dr:S 1 GNI. 1 141111:: SI:F IIPII;INAI_ IILSIGN r"IIP 1.1.111111:2, PLAIIN[i ANI) IIIIII:P CRIII:PIA 1411( SHIM) IIERC PERMANENT BRACING DE"I'AIl, — SETTION A—A STAPT IIF 11-111 CIIIIRO fLAr Trll' CIIOfIn PI IPL INS STAPT OF 111E HIP C11nRN EXIENSIAN ) EXTENSIIIN ( SLI:11 ING TO FLAT) ( TYPICAL) (ANTI � NIJOIJ$/ (SLOPING 1NG TA FLAT) 1/I INP, rs-Hr.-e nT 111..1161 NAL DPAW I NIG IIII: tfl.11ai IMVIir'N1nTl� SL I ITAI:I BUTTE-NITY ��. PIr�..' In T i 3 i zm SI IEA T I I I I•If, ''4 14 .IACD RAFTER I'LI:NANL1,11 DIAG1.INAI_S HORN BRACED [JAY. REPEAT AT ALL NIP ENnS ANn AT APPINIXIMAI'11Y 20' INIERVALS FIR LESS TIIEP.EAFIFR AND AT L•NIl [JAY, ( I )I NOIF: PERMANENT BIAG(JNAL DPACING NAILEn TO I]NnERSIOr (II: FI_Af TAP CIIIIPO PPEVENIS LAIEPAL r111VENGr1l nr TOP CIII:IPI). ( IF PLYWnO0 SHEATHING IS PPESENT AN [NII`.IACK.S, AND JACKS APE PRAT -PLY AI fAClir:n ISLE DETAIL) In 1/I IIIP, IIII:N 01AG(INAI_ 11VACINri IS NIII NECESSAPY Ai 1/1 IIIP, IIIIWINFR, PLACENNr e 20' INIERVAL.S IS Sill_L RFLIIII11:1). ) -- - Rev 17.3v3 **IMPORTANT*)N'•P11F EIIGIIIELIICD PnOIKILIS. ItIC. SIIAIL Mill Dl: IIESPDIISIDLE FOR Ally OEVIAIInN FROM MIS OESIGU OR IIIESE SI'ECIFICAIIOIIS, OR AIIY /AIIURE 10 BUILD 111E IRIISS IN COIIFOI1MAr0:E MIM oS1UB BY IPI. ALPO@ [U1111F.Li OnS ARE NAME OF 2OGA GALV. SIEEL MEE1111; AS1M A446 GR B EXCEPI AS IInIL'O. APPIY CDlnll•CIDN!; 10 EACH FACE IIF irnlSS A"' ""F.SS OliOaIMISE II)CA IE11 011 IIII!; RI 51011, 1'051I IUII f.UR12 f. 111115 Pin 01IANNX;G 1:10, IGD C 1110A.F. IILSIGII 511.I1,ANII5 1:1111111111 N/A( -f1 IcAnIE 1'i111VISIR115 IIF 1015 C IN. AN F11G111f1(1'S !WAP. IUP 1111:; IIIIAMIIn; AI.1'1115 111 114 1:100'(llll111 1111'11:111110:111 III 111q f• A141 :;IIA1I 11111 111 10'1 111) 10.1811 111 AIIf 11111111 NAY. . II' - II'11•:. 1'1 All IIP:IIIMI , - 101': _ 1'111 Iln 11111UI 111::1 WARNING 1nu55E91IEomiti: EXIIIEME CAIIE PSF IR OAIMLING. F.IIF•CllOn Alin 11 Jr -1 Q�O FOR A00111011AI. SPECIAL PERMAIIERT DnACI1IG nE PSF 011InEME1I1S. IAA ESS UIIICIINISE Itn11CA1F0, 1nP y CIIOIlO SIIAIL OF I.AILnAILY RNACFO Willi PltrO'Fn V 1.1 AIIACI1111 PLYWOOD SIF.AUn1n.. UnnUN CIIUIIU m MO. [43845 Willi PIIW'1:14.Y AIIACIX•11 fllGlll CE1UIn; -- VIE rz AIPIIIF IFI:I1111CAL 1441AIE 11/1/911 lUn Pnnl'fll IIII(MAII. AI111 ICA111111 114111I1'AI A 1:111'1 III IVIS ^r�l` NI :. 11.11 111 Ilu 11111!.:1 1141:111111 1;1N1118A1: 114,' f' 1. 1. r .11 :.1'l l'1111:A1 VIII II111TN11111. 1.1 ri1 ,!!1111.111111" ` . f:���;e .?c.•' z . ji< X Zt lit!.Ll BUTTE-NITY ��. PIr�..' In T i 3 i zm SI IEA T I I I I•If, ''4 14 .IACD RAFTER I'LI:NANL1,11 DIAG1.INAI_S HORN BRACED [JAY. REPEAT AT ALL NIP ENnS ANn AT APPINIXIMAI'11Y 20' INIERVALS FIR LESS TIIEP.EAFIFR AND AT L•NIl [JAY, ( I )I NOIF: PERMANENT BIAG(JNAL DPACING NAILEn TO I]NnERSIOr (II: FI_Af TAP CIIIIPO PPEVENIS LAIEPAL r111VENGr1l nr TOP CIII:IPI). ( IF PLYWnO0 SHEATHING IS PPESENT AN [NII`.IACK.S, AND JACKS APE PRAT -PLY AI fAClir:n ISLE DETAIL) In 1/I IIIP, IIII:N 01AG(INAI_ 11VACINri IS NIII NECESSAPY Ai 1/1 IIIP, IIIIWINFR, PLACENNr e 20' INIERVAL.S IS Sill_L RFLIIII11:1). ) -- - Rev 17.3v3 **IMPORTANT*)N'•P11F EIIGIIIELIICD PnOIKILIS. ItIC. SIIAIL Mill Dl: IIESPDIISIDLE FOR Ally OEVIAIInN FROM MIS OESIGU OR IIIESE SI'ECIFICAIIOIIS, OR AIIY /AIIURE 10 BUILD 111E IRIISS IN COIIFOI1MAr0:E MIM oS1UB BY IPI. ALPO@ [U1111F.Li OnS ARE NAME OF 2OGA GALV. SIEEL MEE1111; AS1M A446 GR B EXCEPI AS IInIL'O. APPIY CDlnll•CIDN!; 10 EACH FACE IIF irnlSS A"' ""F.SS OliOaIMISE II)CA IE11 011 IIII!; RI 51011, 1'051I IUII f.UR12 f. 111115 Pin 01IANNX;G 1:10, IGD C 1110A.F. IILSIGII 511.I1,ANII5 1:1111111111 N/A( -f1 IcAnIE 1'i111VISIR115 IIF 1015 C IN. AN F11G111f1(1'S !WAP. IUP 1111:; IIIIAMIIn; AI.1'1115 111 114 1:100'(llll111 1111'11:111110:111 III 111q f• A141 :;IIA1I 11111 111 10'1 111) 10.1811 111 AIIf 11111111 NAY. . II' - II'11•:. 1'1 All IIP:IIIMI , - 101': _ 1'111 Iln 11111UI 111::1 WARNING 1nu55E91IEomiti: EXIIIEME CAIIE PSF IR OAIMLING. F.IIF•CllOn Alin Q1,0ESS BIIACING. SEE 1110-91 BY IM. SFE THIS DESIGII Q�O FOR A00111011AI. SPECIAL PERMAIIERT DnACI1IG nE PSF 011InEME1I1S. IAA ESS UIIICIINISE Itn11CA1F0, 1nP y CIIOIlO SIIAIL OF I.AILnAILY RNACFO Willi PltrO'Fn V 1.1 AIIACI1111 PLYWOOD SIF.AUn1n.. UnnUN CIIUIIU m MO. [43845 Willi PIIW'1:14.Y AIIACIX•11 fllGlll CE1UIn; -- VIE 6 %)J% AIPIIIF IFI:I1111CAL 1441AIE 11/1/911 lUn Pnnl'fll IIII(MAII. AI111 ICA111111 114111I1'AI A 1:111'1 III IVIS ^r�l` NI :. 11.11 111 Ilu 11111!.:1 1141:111111 1;1N1118A1: 114,' f' 1. 1. r .11 :.1'l l'1111:A1 VIII II111TN11111. 1.1 ri1 ,!!1111.111111" ` --- "( Of 1. M\t` TC LL * PSF REF R427--35912 TC DL * PSF DATE 04/29/9 y C DL * PSF DRW cat toe R C LL * PSF CA -ENG PBC an * DT.LD. * PSF f111R_FAC_ X T' �rlAr I rlr N Y 2X4 - C0101 STANOAnt) JACK OETAII_ n C U) DEFLECTION CnITF_nln: x' (LIVE LOAD) 10 10 1.5X9 3 1_/240 ryw nAFTCn c �I_01 E L 2 S < 4: f1_ nnFTEn SLOPES > 4: 12 < 12: 12 - L/ 1f10 CEILING JOIST - L/2,10 RAFTER IT IS TIIC nCSPONSIOILITY (1F TIII: n(JI1_f1ING DCSIGNCft AND TI-IUSS FAOMCATOH TO fIEVIEW THIS onAllING PnIOn TO (:l1TTING LUMBER TO VCIIIFY THAT ALL (.IATA. INCLUDING 0I1h1EPISIONS AND LOADS, CONFOnm TO THE AHCIIITECTUnA(_ SPF_CII-ICATIONS AND FA1311ICATon'S TFIUSS LAYOUT. CEILING.JOIST LIVE LOAD (PSF) DEAD LOAD (PSF) DURATION FACTon MAXIMU14 CI_EAft SPAT! 16 1 .5X3 _..------___-�� 2X4 111-14-FIII STANDAnO -RED(JI111=O II- 60TL=R NOT SU11130I1TI.0 AT LND nAFTEA SLOPE < 4:12 16 ---30 30 10 15 10 15 25% 25% 15% 15% RAFTER SLOPE > 4: 12 0W' 1 7__ 12 16 16 30 30 10 15 10 25% 25% 15% 15 15% CEILING JOIST 5 m SIZE GRADE -41AX IMU14 CI_EM SPAN - 2X4 NI FL 9-2-0 0-7-0..__._.• -11-0 7-5-0 A_II--O- B-4-0-- -7-10-0-- 7-5_0•---• ------•• - •(1_9 2X4 SS FL 9-6-0 0-11 -0 _ 11-5-0 _ 11-0-0 _ 9-3-0_ 8-7 -0 ._8-2-0_ 7-10-•0 2X6 #1 FL 13-4-0 12-6-0 10-9-0 10-2-0 - -- - 12-3-0 - I1-6-0 10-9-0 10-3-0 13-11-0 2X6 SS FL --- 13 -II -0 13-1-0 11-10-0 I1-4-0 — --- 12-0-0 - II -II -0 II -4-0 I0-10-0 13-1.1-_0 — --- - -- -- -- — -- __-- - - r ►u r ci COUNTY 1= o CA o cc r.4 0 0 0 0 0 o c5 0 �ALPINC� = 0 0 TRUSS '- •1_1 �) 1=1� 1_: Ealffl COLLl01; >t x I I4POnT ALIT x x':1''14 111611('1 s1'A11 IIIII IIL 14 411atA11011 [poll Ilya 411516.1 at. IIEs( 51-L611 [AILUII( III Ou110 It-( IMSA III C19019"1A14:1 ALItnE colAEclu"s AIK IlAllc or IDEA [.AIV, 7 A/16 cn a IICIPI AS 1101(41. AM7r [.19rIlc IM Inuss Ala Wplss o11Ep01sc IocAl Ul w .1111 col. tclUl:s PI'1 p1.101urs 1)0. Iso [ 1r.all col0'onl 9/1PPL tcAl11E N91r is Inas o[ las c SI IL 141 11115 1111!91101 II T11'b to IIIF [.1911. 1)I 19111. 0101 511111. 1911 Uf IICL 1141 111191 111 -- —._._..._-..._...__...._-_._...._......... • -11.1 - 11.1\t 1.1 A11 IrlSll 11111, IRIS BUILDNia A VED IEF- n992--90913 IAT( -02/17/!13 )1111 _C0101 _ :A -FRIG JS ■E t TYP. NOTCH -- @ 2411 O.C. 3.5" Max. 1.5" Max. SY14 ABOUT (P1) (N) (s) I (S1) tronghack e nail to ledger tao 12" 0-C a A35 OUTLOOKER Ledger CRITERIA (nail to vert. — H3(K) 412-10d nails) -_Gable DETAIL 'A' (T) Gable End End 2411 1 Max. 12" -All Outlooker� 24" Max. r- (S1) Ledger (N) J_ u CONTINUOUS SUPPORT (Pi) Peak plate to match common trusses. (S1) Splice plate to match common trusses. (111) heel plate to match common trusses. (M) 2X4 HF 112 or BTR Strongback brace T\ i Varies * 6 - Tod [o moll NAILS 'I; Roof Materia r13LOOK 3- lo,lNAILS EACII no DETAIL '8' CD109 Detail IIG111 _=�__.._� -h� Outlooker 11 (C) Gable end __ , 2x6 r• [,112 (G) Gable end design based on 75 MPII Detail "A" 45\ Tr better wind load, exposure "B11 at 0-25 Ft. —1 1 (rt) mean height. I 2X Ledger -0A (C) 1X4 continuous lateral bracing for — brace (strongback) member longer than 72"- Attach at midpoint of each brace - - W/278d common nails. Strongbark _ _ corlrl braced at 55" O.C. TRUSSES (0) Option to web plating: -use (3)-2" BRACING DETAIL. i t l --- w re s ap es (0.072 Dia./15 GA..) toe - nailed thru chord into web & thru web into chord on one face for a total of 6 staples. (P1), (S1), & (ill) must be plated. (0) (T) Refer to Simpson Catalog C-9411-1 for \ product attachment specification (attach �3 A35 in F1 direction). NOTE: This detail may be used for trusses with pitched B.C. also. (K) Spacing for 114 = 56.0" O.C. Span to match common trusses NOTE: CHORDS TO BE 2X4 FIR -LARCH H2 MIN. SEDN-- 50006 O ALPINE EIIGIIIECneo pP00uCIS, ItC• TRUSSES 11EOUIRE EAIPEME CARE NXIMPORTANTHK bull fql BE RE SP011910LE FOR ANT WARNING IM UAIIDLIIIG, EREC1I011 A110 [� OEV IAl1011 FROM 1/115 OE9I WI On MESE SPECIFICATIONS, OR At1Y ORACIIIG. SEE 1118-81 8Y IPI. SEE 11115 DESIC14 O [� C� 1= fAILURE 10 BUILD UIE TRUSS 111 CotIFONA110E Wig" 05108 BY IPI FOR A10111011AL SPECIAL PEOM411EIII OnACI"a nE [� C� = ALP111C COIFkCI0R5 ARE MADE Of 20CA GALV. STEEL NEEII14G ASTM OUInE11Er11S. U1LE55 OI12nM ISE 1101CAIE0, Trip t= O C= p NA6 GI A CAC[PI AS Iloilo. APPLY COIOIECIORS 10 EAC" FACE Of CNORO 611ALL Of LATERALLY BRACED MIM PIIRP0 ALPINE 0 TRUSS "a IUILESS 01NE0915E LOCATED RI 11115 OESIGl4 P05t11N1 LY AIIACIIED PLYIl000 SIIEAIIIIIIG, 801111 linpCjXfq fil [_ [� CWIIQCIORS PER 0" Ill U0, ISO C 16OA-f. OESIC11 SIAIOAROS Mt NI PROPERLY AT fA JOE0 RIGID CEILING. -- SEE p TRUSS Rf 'C C C=3 COICOnN M/APPLICABLE PnOVISIW-S Of 104 C 1P1. AM ENSINEER'6 ALP114 TECUIICAL UPOA IE IT/ 1/911 foil PROPER O UJJ O 5EAL p7 Ims onAMIuO APIgl4 10 eiE [OMPO14'"I DEPICTED 16EnE OnY6ALL APPLICATIOIL FUN11511 A COPY Of 11115 rT o 0 0 0 o IM OfLY. Allo Shill Iql oe RlllFO IMOII Nf AI" Olden MAY. Deslen to "¢ muss en[GnaN criuuucum .--IPE -muss v1AlE ulsnnnl. ms - ID91 f1Anm"L ats1W1 sncGIf ICATIm/ FOR Ilona Colts ltnlCI ml I Plate Flax. lleb Length 1X3* 2-8-0 2X4* 8-1-0 3X4* 13-6-0 2X4 F.L. lumber grades Max. Length without bracing (N) Max, Length N/strongback brace (S) STANDARD 5-11-0 I1-10-0 REF .40532-11427 TC LL 30.0 PSF DATE 05/06/92 C DL 1.5 .0 PSF 111 7-9-0DU r Ill & Better 679_5.-6;0 _ No- C043845 �1 ,1711. 6309/ . N 7 T REV A� O V E D 15.6.5 SCALE - 0,5000 QROfES DESIGN CRIT: UBC REF .40532-11427 TC LL 30.0 PSF DATE 05/06/92 C DL 1.5 .0 PSF nnwG' co 109 nn_✓ k OL_ (U) 5.0 PSF CA -ENG. �.1 / No- C043845 �1 ,1711. 6309/ i T•LD. '---- 50 .0 PSF ------ 0/ALGN. VARIES ----LEN -.......---- �AI� In.FnC. 1 , 15 PITCI'I VARIES SPACING — — —• — — — T PF' (�i/1�1_E (N(7 _ L .... �y �:�: NJ �� - � t: -- � �� � _ ��� �; __ � 11 ---- __ - --. T" SANTOS-TONY SANTOS - TI 30'6 TOP CHORD 2x4 FL X11 BOT CHORD 2x4 FL X11 WEBS 2x4 FL Standard CORNECTOR PLATES DESIGNED FOR GREEN LUMBER PER IIDS-91 TAP.LE 7.3.3. NOTE: 2X4 t3 II.F. OR BETTER CONTINUOUS LATERAL DOTTOM CHORD BRACING 13 72" O.C. REQUIRED. ATTACH W/2 -16d HAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO THE BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT ROTI: ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTORG. MX TUTS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITiEO BY TRUSS RFR CONNECTOR PLATES MUST BE INSTALLED IH ACCORDANCE WITH THE REQUIREMENTS OF I.C.0.0. RESEARCH REPORT #2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -11 -SPECIAL LOADS (1994 UBC). CALCULATED HORIZONTAL MOVEMENT OF 0.36 " DUE TO LIVE LOAD AND 0.18 ' DUE TO DEAL' LOAD. 140TE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.30 EXPECTED VERTICAL LIVE LOAD DEFLECTION — 0.59 '. 2.5X4-0 2.5X4 I.5X4z;-5 r —T 5 1.5X4-- 7XB= 2.5 2.5 Yi14(A1r� 2.5X4= 2.5X 3X14(Al)z; 2-D•0 rr 15-3-0 D. -Q 15-3- j� 30-6-0 Over 2 Supports R-1541 U-3.5' 1 -L -N t 1 TT C 1 -y7 uesl n criteria: UBC 1 CZI E3 CM O C7 O "IMPORTANT" A11114 CAGIV EERED PACOOCTs. INC. WAR 11 I TIG TRUSSES UQU19C EXTREME CA 5111ML TNr BE RCSPOYSIBLE FOR ANY IN HAHDI.M. ERECTION AAO C] DEmrtaN rtaR THIS C6SICN OL lKse SP[CIr1TH non. OR MIT BRACI14. SEC BID -91 BY TPI. SEE THIS DES16A M [73 TAMME TO BUILD ENE TRUSS IN COAsMARCE Oil" ME FOR AOOtrIORAL SPECIAL PERNMENT BRACI116 21 d (] G1 C=I ALF119 CONNECTORS AXE NAGE OF 1C4A GALT. STLEL METING AM OUILINEWS. UNLESS 40TJIUVISE INDICATED. TOP fl p p p Asn call EEctfr As DOTtD. APPLY CaOB licks to EACH rACE OF CHDRO SCALL BE LATEAA1Tr, BRACED NIT" fama Ax Q Q TRUST AND UNLESS OrPERIIS1 LOCATED ON THIS OISE6R. POSITION Lr ATrivrD PLY90DO SHEATMEC. BOTiON ar-.;o AL P I N E COl SCT OX3 PLR DRAYINGS L0. ISO A IOOA•r, ;,stBS STA.YO?ROS WITH PROPERLY ATFA0 O 91410 CEILING -- SEE IC O CORiCBN YJAPPUCARE PROTISIMI Cr RDS 1 TP!_ AR EACIRCER'S A1101m TECNR!CAL LLVATE ()JI/9I) riot mma �..F E{.�� S C \� Mf. ON THIS DRAW% APPLIES TO TILE CO"PDNr[r CCPfCTED HERE OITV.LL APPLICATIM fWNISH A COPY Cf THIS f 1 \ U Ci' \'�• IV f. 1:10 SNAIL NaT BE SFLEEC 00- IN :moi CrriEA N.1Y. 011149 TO 1:;Z TXV! C04T1tAC%C0._ R-1540 W-3.5' NO -C43845 Irk. 0397 � of -0-0 TI BUTTEE COUNTY e-- N TC LL 30.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 45.0 PSF DUR.FAC, 1.15 S11AC i t"G 24.. 0" Scale —.1875"/Ft. REF R427--11156 DATE 01/06/91 DR w CAUSR427 97006014 CA -ENG PBC/CW SEQN - 95614 FR Oil, 110 m fV 3 D r U H Z m In z m m FI Z 0 -TONY SANTOS - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x6 FL #2 2 Complete Trusses Required BOT CHORD 2x8 FL SS :82 2x8 FL #1: TC LL WEBS 20 FL Standard :05 2x4 FL #1: NAILING SCHEDULE: (IOd_box_nalls) TC DL TOP CHORD: 1 ROW @ 16- o.c. PSF 00T CHORD: I ROW 0 6' D.C. CONVECTOR PLATES DESIGNED FOR GREET: LUM5ER PER VDS-91 TABLE WEBS : 1 ROW D 4' D.C. 7.3.3. USE EQUAL SPACING BETWEEN ROWS AND STAGGER HAILS PSF III EACH ROW TO AY01D SPLITTING - BEARING BLOCKS: HAIL TYPE: lOd_box_nalls PSF BRG X -LOC #BLOCKS LEIIGTH/BLK -,NAILS/BLK THIS GIRDER DESIGNED TO CARRY 21-06-00 TRUSSES FRAMING TO 0 0.000" 1 12` 6 BOTTOM CHORD FROM OIIE SIDE AND 02.00-00 FRAMING TC/BC SPLIT 1 25.208' 1 32' 6 FROM OTHER SIO£. NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWIIfG B139. BEARING BLOCK TO BE SAME SPECIES, SIZE E GRADE AS CHORD. CGNIIECT02 PLATES MUST BE INSTALLED 111 ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT ¢2949. 1N LIEU OF RIGID SHEATHING: !TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED RECOMMENDEO CONNECTION FOR 21-6-0 COMMON TRUSSES @ 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 $3 II.F. AT 24' D.C. FRAMING TO THE BOTTOM CHORD: SIMPSON LUS28. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.OD' D.C. SEE CATALOG C-PT95H-1 FOR HAILING SPECIFICATIONS. (UNLESS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7X 6(R)III OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IOEIITICAL LUMBER AND 14INIMUM HEEL HEIGIIT OF SUPPORTIIfG GIRDER.] 6X6(R)6 3X4s 5 5X4 (R)% 5 r 7X8 W5 I 1.5X419 5X12(D1� 5X6(D1)a Z -5-I 0-4-1 -0-0 3X1011 6X4 (R)11 7X6= 6X6= 6 = 7X&-- 1_ 15-3-0 I 10-3-0 1 Fe 25-6-0 Over 2 Supports R-6735 W-3.5' R=6581 9-3.5' 0 0 0 a C3 0 "IMPORTANT" Al" ENGINEERED MOMS. INC. WARNING TROSSES RCa07tt f1TRERC CARE QAOIESS/0 (z) Q O co S4IXL DOT at RESPOWSltl1 rOR ANT IR HINDU RG, 4AMION AND fVO DEYIAfroa rR04 nos DESIGN 01 TKsE SPEC1r7carem. oL ANT BRACING. SEE w91 BT TPI. SIE THIS DESIGN • (,• C� FAHTAE TO IU110 THE TR11ss 111 COaraRNANCE F77a TP, root ADDIfI0001. SPECIAL PEtNAtEAT NRACING tE M EM CI M ALPIM CONHEUCRS ARE MADE OP 241A DALY. STUX 1-1171X6 ASTM 411JU MLMYS. UNLESS OTHERRISE 1AAECATED, TOP W f Q Q Q Q Ani aw Loan AS HOMO. APPLY CONNECTORS TO EACH rat CP CHORD SML BE LATERALLY ItWO 111178 PROPER Q V C43B45 f TRUSS M UNLESS OTHCUISE LOCATED OH THIS 74SIOR. PDSITECrt LY ATfACK0 PLYWOOD SHEAMIM. BOTTOM CMDiD I - o ALPINE COS:I'ECTCCS Pti OAAW1H:: 111. X50 A 7607•T. OUIGM STA MMA TII MCFEBLY AT1111110 Ri6t0 CE IL IND •- SIC n EST COWiCRH N/AMICABLE PSOYISICNS or tD5 L TF1. 11f EHsLWEER-S ALPINE rEC10ITCAL UPDA7f III"( 1) 'G2 PLEPi:1 / SEAL 04 THIS 9RAWIHh ATPLIPS TO THE CDNP0.T1Nr DEP1C1E0 HERE ORYRALC APPLICATION. funny" A COPY OF THIS TRUSS LV CNLT, C? SiuLL P;r It: SCLIED UPON !A LYr OTHER YA7. M" TO Tat IROS: vw:iif C?a i!'ACt41.t���`\ �1 _. _ _..., . - ...T;1 1. t.:e :!AI: ,.. , .. E. .1-;S- S•i?l v�•t[ti:'. ��;: �•: a::.0 ::r1- T?.: - - r.:.1- •.Y•:O t'�... :.... .. 003 9.AI-111-1-1-/r TC LL 30.0 PSF TC DL 10.0 PSF BC OL 5.0 PSF BC LL 0.0 PSF TOT.LO. 45.0 PSF OUR.FAC. 1.15 lr A l`. )'. G u _ 9KH REF R427--17158 DATE 01/06/97 DRY! CAUSR427 97006015 CA -ENG PBC/CV1C SEON - 95647 FROM MD C-1 Z CS) SANTOS-TONY SANTOS - T3 24' 1111' 6' TOP CHORD 2x4 FL #I&Bet. :T2 2x6 FL #2: BOT CHORD 2x4 FL #I&Bet. WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PEP, HDS-91 TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL EIIGIHEER REGARDING CONVENTIONAL FRAMING, RECOMMENDED CAMBER 1/4- AT MIDSPAN BETWEEN BEARINGS. NOTE: REACTIONS R & R3 ARE FOR 471 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. (B) BLOCK. SAME GRADE AS BOTTOM CHORD. 6X8% 5X8= 3X8= THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DINENSIOHS) SUBMITTED BY TRUSS MFR CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIRE14ENTS OF I.C.B.O. RESEARCH REPORT 02949. 91 HIP DESIGNED TO SUPPORT 06-06-00 JACKS NII11110 WEBS. USE THIS DESIGN FOP, COMFIOH HIP TRUSSES C 24.0'oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO JIIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 11EH-FIR f3 OR BETTER @ 24.00-oc. ATTACH WITH 2-166 HAMS & 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 FIGURE 33, OR HIO -91 SUMMARY SHEET (FRAME 3 711RU 6).OR CA -HIPS DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 02-09-15 FT. oc.. IH LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IH ADDITION, A RIGID CEILING OR 2x4 f3 H,F, OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' O.C. MUST DE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6XSZ* 4X12(83)= 4X12(63)= +0-0-0 T2 i<2.0.OJ L _ _ 6-6-0 _I_ 11-0-0 I 6-6-0 (<20 0,J .TT77 Cf_' r1`C'TY f� 24-0-0 Over 2 Supports (Ll{? R-2276 W-3.5'� itFlo."t/r' , l ; ' •'", R=2276 W-3.50t� R3-1284$ R3=12840 !" p i rL.I ETr. Aigine.mign ZiLren to 4ri-y5 uesi n criteria, UBG 18.1 CA - 1 - - F Scale C3 C3 » O M M "'*IMPORTANT" / I[ItNGItlEREDPRDD9cr1, INc. WARNING TRUSSFSREOVIRECITREMECARL 4AQIESS/0 'TC LL 30.0 PSF REF 8427--17159 O O (:3 SHALL NOT BE RESPO0 11it POR !MY IN MAN'7LEA.. ERICtCCX ARO ((O E 3 Q � � CFCIIATION FROM THIS DESI61 CA THESE SPECIFICATIONS. OR ANT BRACING. SEE VIO.91 St TPL. SEE TNTS Cum C y TC D L 10.0 P S F DATE 01/06/97 f111LUtC 70 BUILD THE itCISS IN CORFORMLVCE WITH 7f1 FOR ADDITIONAL SPECIAL PERMANENT 81ACIRG RE �y p { ALPIME COMECTORS ARE MA01 OF AOOA QALY. STEEL RIOTING ASIA OUTAERTHYS. imrsS OTLERNISE IMDICATCO, TOP W �.T 8C OL 0.0 5Y 5.0 PSF DRW CAIJSP427 97006016 [] Q AAES WY EXCEPT AS NDttD. APPLY CONRECTORS TD CALM fAce OF cm%o SMALL BE LATERALLY BRACED NIIN PROPER L.A $ C L L V . 0 PSF CA -ENG PBC/01C � I] TRUSS AN) UILESS OTHER74SE Locaca ON 7HrS DES164, POSITION Lf AVIACHEO FLfVDM ShEATXIHO• BDFICM CHORD NO.C43845 /ALPINE Q CONNECTOIi PER DRAVI.'rS TLD, ISO L INAA-r• OCSILV STAMOAXDS VITH FADPAAtf AffACFCD RIGID CIILS•Y. •• SEE (rJ• 63091 TOT. LD . 45.0 1'$F SEAN - 95657 COUFOLN VtAPPLICAOLL PADVISLOICS Or HOS A IPJ, m (AGIN[[R'S ALFISIC fECFLVICAI MATE C111(91) FM PROPEL t' -/S 1r' S[AL DV THIS ORARINC APPLIES TO THE CCI'PORENT 0(1'11111 HC..E Q(TVALL APPLICATICH. FURNISH ACM? Or THIS T�f,� j� 7 O_ �T ! \ V S S O IH Cf�:!- SND SHAM NJT !- RELIED UP0V IN' AMY C::EA NAY. CsSlr•V TO THE TAUSS ERECTION CC•.VCR.%tTGR. 17 ( `���/ L•' UR ' FAC • 1 • 1 5 F ROM 'lD n C_-1 7-(71' I. —E n` CR1=ice r :. r I, ;_ - o^os: r -.r¢ tr_.r,E E, ::T - :;il r.�r.;rr ostca sc•rrlc..rr^c_v ro.i cG�a^4 . 0 1 • L-1 3) Z m m ISI fV W 3 r 0 H Z m m Z H Z rq m i2 H Z G) -TONY SANTOS - T4 24' C TOP CHORD 20 FL #1 BOT CHORD 20 FL #1 REBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3,3. 4x4= THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.8.4. RESEARCH REPORT 02949. NOTE: I1C CIIICKEO FOR`10 PSF ADDITIONAL LIVE LOAD IN ACCORDARCE WITH TABLE I6-0-SI'EC1AL LUAUS (1994 UDC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 J3 II.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3Ad LAI! 1— 3X8 (A 11= t<-2. 0 -0'J 1_ 12-0-0 I 12-0-0 I 24-0-0 Over 2 Supports R-1248 W-3.5' R-1240 U-3.5' +8-0-0 BU -1 -TE Ce T L D; 4 3 � •C,•, 1"S B i 1.. .1:1 APPRit rLR ITr. Amine 1r1 -y5 es1 n Criteria: UBC 18,1 CA/ -/I/ -/-/-IF E3 o o E3 o o "IMPORTANT AIFIRC [+ISIAEERED PRODUCTS, INC. WARNING' AU13lS REOUIRE EAID(FI CARE QQ:QFESSlp TC LL 30.0 PSF [� Em p p SNAIL NOS BE RESPONSIBLE FOR RVI [N MJATA TNG, FRElneN ARD E0 In EIm OET)ATIDS #RCM THIS DESIGN OR THESE SMIFICATIONS. OR AYF BRACING. SIE 918.91 BY TPI. SEE THIS DESIGNFAILURTIC D L 10. O PSF WITH, TPJ roi Amy3m, m El Q C� ALPIOCECOlgC10RSTO BUILD TAq RACE OF !OU 11i TAUSS ]H GRLW.ESSTEEL MEETING AS[N OUIRERERTSO UN.ISTCOTRERVIAL ISEHINDICATED. TOP \ENT 3A&CINO RE� A �. SC DL 5.0 PSF A657 403' tTCEPT AS NOTCO. APPLY OQY4ECfOR3 TO EACH fAt[ Of CHORD SBAII 8C lAllPAIY BRACED WITH PROPER a U ffT 0 TRUSS AND MISS DIIER4ISE LOCATED Q4 THIS DESIGN, POSIT104 LY ATTACHED PLTWCO 3119011IMU. BOTr(.N CHORD �• C43845 0 $C LL 0.0 PSF �/A L F I �I E o CURSCCTOLS RER LRAv{ACS 120. 150 R MA-F.OCSGM STANOtAOS GITN P¢OPCRLC ATfAC)�0 SIMCE1E1 -- SEC [ a 6197 Ca URN VIAMICABIE PROTISIOHS Of IDS A TPI. ANEHWRER-S /LFIBE TECN4-.W- WoAIE (111191) Ict PROPER TOT. LD. 45. 0 PSF S. SCAO OR Glia ORAY143 APPLIES TO THC CpPORE �NT DEPICTED Y.EaS ORTYALI APPLKAfI M. FURNISH A COPT Cf TH15 -�A CIyIE - IR ORLT, UL` !kALL ATT 3C RELIED UPON (N AAV OTIiEP. VA°. OE51;R Tn P -L TAI;; Et-C?IGH Co+ -s":';'. U 9sE D R.FAC. 1.15 %� �i.it `:.. ...__...-..-1�..._._....._ _.. 1� Y9A1: !• 1_, `�_ �.:-_� �� �oAr l r G 4 0 Scale—.25"/Ft. REF R427--17162 DATE 01/06/97 DRW CAUSR427 97006019 CA -ENG PBC/CWC SEAN - 95672 FROM MD 4' TOP CHORD 2x4 fL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER IIDS-91 TABLE 7.3.3. PROVIDE HANGER AT RIGHT NEEL FOR 1043.48# REACTION. (N)THIS TRUSS DESIGNED TO CARRY 400# MECH UNIT;UNIT LOCATED AT CENTER: 12-0-0; SUPPORTED BY TRUSS: TOP CHORD; 0111T RIOTH: 2-0-0; SUPPORTED BY 3 TRUSSES. 100# 1 100; (11) T 4x4= THIS DHG PREPARED FROM COMPUTER INPUT (LOADS & OTMENS SUBMITTED BY TRUSS MFR *`'*LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*"* CONNECTOR PLATES MUST BE INSTALLED III ACCORDAUCE WITH THE REQUIREMENTS OF I.C.D.O. RESEARCII REPORT #2949. VOTE: BC CHECKED FOR 10 PSF ADDIEIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16.0 -SPECIAL LOADS (1994 UBC). IN LIEU OF 81610 SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 f3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X419 3X8(A1)= - -. ... -11.� 1<2 -0 -OJ 1- 12-0-0 I 9-2-12 I fE _ 21-2-12 Over 2 Supports R-1235 W-3.5' T 1-5-14 4..8-0-0 R®1043 W-1.75' �s BUTTE COUNTY Bum (xivla APPROVED rLl ITr. AI T e tri -yo uesti n criteria: uac 15.1 CA - 1 - - F Scale—.25"/Ft. 0 0 E=1 0 0 0 **IMPORTANT*'` ALPINE ENBII4ERED P1DwET:. INC. WARN TRUSSES AM IRE [IIAEPE CME QROFESSro TC LL 30.0 PSF REF R427--17163 0 o 1=1 O $HALL NOT NE RESPONS[uE FOR ANY IN HA%CL[RG. LIEtT[cx ma EO OETIAT[Ct FROM TNn CE316H OR THESE SPCCIrICATIOM . OR ANY 911CIRG. SEE RID -91 gr TPS. SEE rgE1 DESIGN C y T C D L 10.0 P S F DATE 01/06t97 C:3 Q (= I= rmwe TO BUILD THE TRU35 10 COJU`O = KITH TP[ FDA MOITIONAL SPECIAZ PERNAHENT Ni A+C[NO R[ �S A PS ALP[A1l CCRNEC7ORS ATC KADE Or ZOGA 6AAT. STEEL JEeTIND ASTM t°JIRENENTS. UNLESS DIDMISE 3!01WCO. TOP Ay BC RL 5. 0 f SF DRW CAUSR4T7 47006020 m Q Q Q 4653 Cil; EXCEPT AS 61010. APPLY CONNECTORS TO EACH TACE OF MOO, SHALL NE LATEIAILT BRACED V[TH PROPER `� E•' ND, C43845 � p/� /r�L �1 �l p p `. /� O O T1011 t1O DIMS DT111111 E LOCATED ON THrS OESIVW. POSITION Lr ATTACHED PLYRDDO SHEAYRINP.. 5m FCA CHORD O- A B C LL 0. 0 PSF F C A- E N G P D C C T(1. A L P I N E CONHEVCAS PER DP.AP;6GS ISO.150 R 1604-F. DES16% STANOAROS VIIN PROPERLY ATTWiEO RIGID Clri[ldl -- SEC n . VM• 63117 TOT . LD. 45.0 PSF SEAN - 95686 COHrDLA VIAPPLICABLE F4011SIOHS OF NDS 11 tPI.. AY ERGINCER'S ALPIAE TECHNICAL UPDATE (Ip/911 rC!L PdOPCR t ,1 7.,� 0 0 SEAL AR TY.Ii ORA RI NS APPLIES TO THE C0IVCNCNT DEPICTED NERC C0.TYALl APPL ICA 1l 0N, fUiNISN A C07r Cr THIS -'rT CTPII.\t- D U R . F/i C . 1 . 1 5 F R O PI 1'ID �r-�T R U S S 1N 0!R,, ;.0 SHALL W OE RELIED UPON IX ANY OWN WAY. 'ASIGN TO Iff YAU;: !RFC!ICi CJMUCTGR. 9lf �f r1i © CZ r; — ----- _Ckt1: U -�•_ — '-':'i - i%U-,S PLATC IRSTITUTC. RJL - 1901 NATIONAL r•_31'V ISPACM 2t� {/ Z CD Cn LD SANTOS-TONY SANTOS - T6 21' TOP CHORD 2x4 FL $1 BOT CHORD 2x4 FL X11 WEBS 2x4 FL Stan0ard CONNECTOR PLAICS DESIGNED FOR CREEP LUMBER PER IIDS-91 TABLE 7.3.3. w THIS AREA OF TOP CHORD TO BE BRACED AT 24' O.C. THIS OHC PREPARED FROM R INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE HITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL. LIVE LOAD IN ACCORDANCI: NIT11 TABLE 16.11 -SPECIAL. LOADS (1994 UUC). )N LIEU OF RIGID SIIEATRENG: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 9 24.00' O.C. III ADDITION, A RIGID CEILING OR 2x4 $3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTT014 CHORD. 1.5x419 3X6 (A1) 3X6 (81)= (e2-0.O.J I_ 14-9-0 _1_ 6-5-12 1 j - 21-2-12 Over 2 Supports ---� R=1134 N=3.5' R-945 41=3.5" PLT TYP. Al 7ne IPI -9b uesT n Criteria: UBC 18.1 aS- [::3 O O C7 O m **IMPORTANT** ALPINE ENSWEREO PRODUCTS. ITA:. WARNING MUSSES REQUIRE 13ru Ji CARE QQIOFES5J0 144L NOT S! RCIPORSIRLE fOI AW TA FAMBL1140. ER(CfIQU AMT (`Q 0 C3 C3 OZIIATIOR FW THIS OCSISN ox THESE vurrICATtoMS. Ot ANY BRACING. SEC 1l1-11 DY TPI. SEE THIS O!SOT Q E3 C� ED SAILERS To SUFLO TK TRUSS IN COIFORMASLC WITH TPI FOR JODITIONAL V4CIAL PERMANENT BRACV4 RE eta C SOA C3 C3 C) [3 ALPpC CONNECTMS ARE MAO[ OF FOGA GALS. STEEL MEETING ASTH OOIRENEBTS. UNILn oYBERNIS[ IMDICAI(O. TCS ASST CR3F Etcrer AS NOTED. APYCT COIUIECYORS TO ,, FACE V CBORO SMALL SE LATERALLY BRACED NITM P.TO.-EA � C.► � I O O O TtJSS AND ORIESS OTHCRIIISE LOCATED ON T4tS CCSIGM. POS37ION LY ATTACHED PLTPYIO SHEATHING. BOTTOM COCRO No. C4384 5 r; LP I N �\Z CONN(CTORS PES r"AY1Mt5 130. ISO A JSOA-r. CCSIGN STANDARDS PITH PROPERLY AYTA(KD RIGID CEILING -- !it :� EJy.6)097 [OMTOJN 91APPLICOME FA.SIORS V MDS L TPC. AR ENGINEER'S ALPINE TECHNICAL WGATC (TJ igo TOR PondT •,_SEAL OY TUJS GRAVITY APPLIES TO THE COKPMKr DEPICTED HELC ORTYAL APPLICATIC1. FURNISH A COPT DF THIStU `J `JIN (.'A.Y. AND SHQt hdT BC RCUCO YPOM 1N A:T OTHER GAY. 0'_5::: TO THE TRUSS E;ECTIOM CONTRACTOR. 'Tf• f ^4,1�Q5� —TPI - i:fS: i^. At: 1.173170F. )03 - I13t NaT IONK OIS[u`t 1: Ci:i IC IT: G:i '-..z 0-5-6 -0-0-0 EpjTTS- 1 ..QTY APP" : a TC LL 30.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 45.0 PSF DUR.FAC. 1.15 SPACING 24.0" Scale =.25"IFt. REF R427--17166 DATE 01106/97 DR14 CAUSP427 97006023 CA -ENG PBCICK SEQN - 95703 FROM MD -TONY SANTOS - T7 21'6 TOP CHORD 20 FL #1 BOT CHORD 2x4 FL $1 WEBS 2x4 FL Standard CO(+HECTOR PLATES DESIGNED FOR GREEN LUMBER PER IIDS-91 TABLE 7-3.3. 4X4 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBM17TED BY TRUSS HFR CONNECTOR PLATES MUST BE INSTALLED IN ACCORDAI(CE.WITN THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16-0-SPCCIAL LOADS (1994 UBC). Eli LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.c. IN ADDITION, A RIGID CEILING OR 20 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00• C.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X6(Al)- SX4 (Al);-- 10-9-0 Al);-- 10-9-0 J— 10-S-12 ,I 21-2-12 Over 2 Supports R-1134 W-3.5' R-945 W-3.5' 0-5-6 +8-0-0 -7-7 BUTTEUNTN auilumi'� j�3r ) i i•d*�$ j13 �� m fV 0 0 3 H Z m 4 H Z 1T1 m H Z NLI IYP. Al inn, IN1-93 oesl n criteria: UBC 18.i CAI -/11-1-1-1F Scale -.25"/Ft C7 c:) m 1-:1 m C3 *"IMPORTAIIT** AIP[BE ENGINEERLD PA0.41CTS. IRC. HARNI NG TALOSES REQUIRE EETLEM CARE QgOFESSIo TC LL 30.0 PSF REF R427--17165 S5811. NOT BE tESPDSSEOLE rat Air LN VABBLING. EtEC91O4 AND !vO C3 C3 m OE11AT10Y FROM THIS DESIGN 0% TPESE SPECIFICATION/, Ot AV/ eRACIRi. SEE NTO-91 07 M. SEE THIS c,SEGfi L' y TC D L 10.0 PSF DATE 01/06/97 C3 0 FAILURE TO BUILD TEL TRUSS IN CGRFOQNANCE WITH [DE FOB ADDITEORAE SPECUL PFRMANEMT OSACE)AS BE �S m C3 C I WIRE LDaECTORS ALC NLOE Or TQGA GALV. STILL MEETING ASM CU[RENENTS. UNLESS GTH'IM(SE IMDICATTO. TCP � A � BC DL 5.0 PSF DRW CAUSR427 97006022 F Q C:3 Q Q MSS GIST lTCEPT AS TIDIED. APKT CORRECTORS TO IACs FACE OF CPCRO SHALL 01 LATEN UT OBACEO RITH PADPEB -C43B4S O TRUSS SCAND L C5S OTHE01 E LOCATED ON I OT FS DES16N STIMOAIDS VITHTTACKED EILY[A[TSC1'ED BTGIB [[BOTTOM amE * Gp, 6Jpgj BC LL - 0.0 PSF CA -ENG PBC CVIC FIR 130. r a /A O P I N E CCSTORR R)OPLICABLE Rt021510M5 K ROS A TPI. AN ENGINEER'S ALP[RI TECHNIC& WOATC (2(1(91] FOR Pana * TOT. L D. 45.0 PSF S E Q N - 95697 SIAL OR THIS 011141.4 APnIFS TO TK COMPONENT DFPICTCO BILL CATVALL APPLI(ATICPI. FURR[SH A COPY W TIES 'fT,�r CIYII \i` DNR. FAC 1.15 FROM ISD QTR U S S [K ORLT, ANn 3NALL NOT tC RCL]E0 LPC. IN A:1Y OT91A VAY. DEStCN TO THE TMM ERCCTEOII CUNTRACM%. F0. C ``1f0� ' c o r1� I., , I IN ((77 C r ((� ,I If I -•lil - fil._ PLATE .�'fTITUfE. .'.75 - !9P: ):I•IfiR!L GCSfS.V :?(C 1f74A:ICY fCH N`a0 C:LTRII[T).M 1 Jf AC i 1717 L`i (SANTOS-TONY SANTOS --T8 21'6 TOP CHORD 2x4 FL 11 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CDIIIIECTOR PLATES DESIGNED FOR GREEN LUMBER PER IIDS•91 TABLE 7.3.3. 4X4= THIS OMG PREPARED FROM COMPUTER INPUT & DIMENSIONS) SUBMITTED BY TRUSS YFR CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT J2949. NOTE: BC CHECKED FOR 30 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHIIIG: TOP CHORD TO BE BRACED BY PROPERLY ATTACAEO PURLINS SPACED 0 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTIVUOUS LATERAL BRACING SPACED @ 12.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1.5X49• 1.5X4# 5 -0-0 2.SX4(R)Ij 3X4= 2.5X4(R)II 3X6(A1)= 3X6(Al)- L2-o-oJ i<z-0•o>J L 10-9-0 1 10-9-0 I E 21-6-0 Over 2 Supports --� R -1136-W-3.5" R-1136 W-3.5" BUTTE COUNTY APPrAWEED PLY TYP. Al Ine TPI -95 DesiCriteria: UBC 18. C - 1 - - F Scale —.25"/Ft. 0 0 o a o o "IMPORTANT" ALPINE RE1Ar.IMEticD PRooxrs. IRr. WARNING TROSSIS REOUIu ESIRENE CARE 4jlpFESS1 TC LL 30.0 PSF REF R427 --171b4 So Lt l9r if RESPOKSSALE FOR MY 10. eANDLISS. ERECTION AND �Q C:3M E:3CULAT10tl FROM Tn1S DISION 02 TacS1 V911FICATIONS. OR ABT BRACSAL. SEE file -91 6r TPI. Sit THIS DESIGN • C y TC D L 1 0.0 PSF DATE 01106197 E3 M C 3 r-)MANTO euro THE TAUSS AN CORI MISME PATH TPI FOR ACOITIOHAL SPECIAL PERRLNIAr 09ACIB0 RE �y -0 c 0 p C7 m C� � ALPINE COtlxIXTORS ARE Ault OF SOLA Mr. STEEL v4ETUM AM M1311AERTS. UNLESS ONER93SF INXCATCD. TOP au A � BC DL 5.0 PSF DRW CAUSR427 97006021 QM Q Q AM 00.37 ELCEPT AS NOTEO. APPLY MUCTORS TO NUN FACE DF CHOEJ SHALL BE LATERALLY BRAC(O WIN PROPER V U A O C3 TRUSS AND MESS OTHE015E LOCATED M THIS DES3611. POSITION LY ArrLSHEO PLYWOOD SOEATHINS. EOTTOR CHORD ND. C43045 OC LL 0.0 PSF CA -ENG POC CWC �/A L P I N U1(:m::' 11CMECTORS PER 01.41M 136.150 S im.r. OESIRR STMUIFOS TR PROPERLY ATTACHED RI 610 CYILLAC -- SCC * . WL 6309) Cawax WFAPPLLCI3LE PLOrmass Dr NOS a TPI. AN Em1ntER-s ALP m, TECHNICAL UPDATE (11AfA11 FOR PROPER Civil TOT. LD. 45 .0 PSF SEOAN� - 95693 TRU ST71. OR INNS DLAYIRO APPLIES TO THE CCJOCIICNT DEPICTEO HERE DRYWALL APPLICATION. fURRISH A COPT OF THIS •%CivilpUR.FAC 15 �R01'I PtD �� + R S SAN CALT. AND StIyL 0.01 ,! ACLICO UPOY IN ANY 07M1i VAT. LErK-Y IC THC TAUSS UECTION CC.YR:;TCa. EO� `. 11i QQ� L._1 •••TPI - T)vss P. ;.E n, rl1L^.r. I'M - 1551 1;°S!r.. ,'+=; �1CA71 PH !0.l MOUS COV C: f.";:.i '� I SPt,C 1 hfG 24.0' ti 3) 7 0 01 LD 0 fV cn LD 0 3 3) r -o N mym L c� z m m a N Z 0 (SANTOS-TONY SANTOS - T9 21.6 HIP 6 - TOP CHORD 20 FL X11 BOT CHORD 2x4 FL #1 WEBS 20 FL Standard COURECTOR PLATES DESIGNED FOR GREEN LUMBER PER IIOS-91 TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. III LIEU OF RIGID SHEATHING: TOP CHORD TO BE GRACED BY PROPERLY ATTACIIED PURLIIIS SPACED 0 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. 14UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. IS DUG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR CONNECTOR PLATES HOST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. #1 HIP DESIGNEE► TO SUPPORT 06-00.00 JACKS WITH 110 WEBS. USE T11IS DESIGN FOR COMMON HIP TRUSSES (3 24.0'oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEK-FIR #3 OR BETTER M 24.00'oc. ATTACH WITH 2-16d HAILS & 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 FIGURE 33, OR 1116-91 SUMMARY SHEET (FRAME 3 THRU 6),OR CA-H1PS DETAIL C0110. SUPPORT NIP RAFTER WITH CRIPPLES G EVERY 02-09-15 FT. ac.. 5X8 Mom 3X6= 5YWZ 3X14(B3)= 1.5X410 3X14(63)= L<2 -o-aJ ; L.--2-0.ORJ I_ 6-0-0 _L 9-6-0 _I 6-0-0 I 21-6-0 Over 2 Supports -31- it R-1954 W-3.5' R3-1171# rL1 ITr AI Tne n} n JLreil Ln Irl-yD esicin GrlLerla: uUC o Q o o C3 M * * 1 HP ORTAIIT * It uP1NE ER6I8I(R(O FREELY IS. fH(. MAR 141 NG IRLESES REDUIRE ELYKCLat 3BALL BUT it RESPCNIIOL( ►CR AW 1N WNDLINO. ERECTION LVO E73 L� I� ['� CEIIATIoN nmm THUS OESICV CN TRESS SP111E[CATICDS. CA LV[ BRACING. SEE INU-VI BY TPI. SEE THIS DESIGN CZ1 C3 [:3 O FAILURE TO BUILD EIIE TRUSS fR CoNFOLNAR(E VITH TP[ FOR AD0113011AI VICIAL PCRHANINT BRACIRS RE O Q M O ALPIOC CONNECTORS ARE NADI CI E061, MY. STEEL PQE(TIAT. ASTX OUIRENENTS. UNLESS OTHEUISE INDICATED. 707 Q (Z3 Q E3 051 CRIT EXCEPT AS NOTED. APPLY CORRECIOIS TO EACH FACE Of CHORD $HALL BE LAIEAALY BRACED WIN PCDP[.t O 7AVS1 ADO WUSS "EXASt LOCATED ON TOTS O!SIW. FC•SIT[OY LT ATTACHED PLY600) IKATHIRO. BOTTOM CHOW o /A L P I N E �] (C,WCTCRS PEP. DRANINO3 110.150 S IQOA•T, 21516,4 STAV)a.)s PITH PROPCRLY ATT6i.00 RIGID CEJLIHG •• SEE (WOSIC VIAPPLICAOLE PROYISI"I OT NOS L TPI. AN 1A6IRLR•S ALPIRF TECHNICAL C'dATE ()A/91) FOR PROPLR C :) S C11 Si4 n IN['. UNARM: APPLIES TO TEF COMPONENT DLP1C110 HERE CRTYALL APPLICATIGN. FU[NISH A COPY OF THIS (� L—a 1.V C.v,T. l+G !HALL WT OC RI1.10 LPON 1N ANY OT -':IN VAY. CESION TO THE ::. SS EAECTIGH CC'18ACCQR. CI7_AIc TN[nTn::. NDS . 19:0 .:ncvll M! 91 IFmr wne ic+ T9 BUTTUa 4PY r � ;�6 Z E) GI G) R-1954 H-3.5' R3-1171# 18.1 CA - 1 - - F Scale =.25" Ft. �oe�aFEss�o TC LL 30.0 PSF REF R427--17167 TC DL 10.0 PSF DATE 01106/97 fi m BC OL 5.0 PSF DRW CAUSR427 97006027 F r u Na.C43045 >a BC LL 0.0 PSF CA -ENG PBC CWC ETjL 63091 * TOT. LD. 45.0 PSF SEON - 95716 a \�\l�l ,SPACING DUR . FAC . 1.15 FROM PSD 24.x° 0 12 —� 4 or greater Bolton chord diagonal bracing repeated r 1 at each end of the building and at same spacing as top chord diagonal bracing. Up to 32' 1 4/12 15' 20 15 Over 32'-48' 4/12 1S' 10 1 7 Over 48'- 60' 4/12 1 1.5' 1 6 1 4` Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine L�5 nr - nem-rlr srr - spruce -Pine -n -- All lateral braces lapped at least.2 trusses. Q WARNING: Failure to follow these recommendations could result in e epvprp namnnni ininry nr rtamao nv ttri iacoa nr hnli ilrnnc Frame 4 Cross bracing repeated at each end of the building and at 20' Intervals. ♦��� tlllll_ Top chords that are laterally braced ca n buckle together and cause collapse if there Is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purline are attached to the topside of the top chord. =45° Up to 32' 1 4112 1 8' 20 15 Ovar 32'- 48' 412 6' 10 7 Over 48'- 60' 1 412 5' 6 1 4 Over 60' SBe a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fii Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 Required trusses` �- 10' or Greatler Attachment Required _//M AWARNING: Failure to follow these recommendationscculdresultin severe personal injury or damage to trusses or buildings. a DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 trusses. 10' or Greater Attachment Required _/ 2e. \� 1 =45° Frame 3 11 1:4 W. MA O0� J ryOV. �p jey �Q Top chords that are laterally braced can buckle 5 togetherandcause collapse ifthere isnodiago- ��Jyw nett2racing. Diagonal bracing should be nailed ^rt, to lE a underside of the top chord when purlins are attached to the topside of the top chord. DF - Douglas Fir -Larch SP - Southern Pine HF - H6m-Fir SPF - Spruce -Pine -Fir p- .2i4l2k6PARALLEL Continuous CHORD' TRUSS TOP CHbR ............. s;€€... TO;PCHORD DIAGONAL BRACE;. ... MJMVK LATERAL BRACE . .... SPAN :DEPTH SPACING(LBs) nal bracing. Diagonal bracing should be nailed Up to 32' 30" 81 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' : 60' 487-r— S' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - H6m-Fir SPF - Spruce -Pine -Fir p- .2i4l2k6PARALLEL Continuous CHORD' TRUSS Top Chord ............. Lateral Braci Required Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- 10, nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two truss The end truss russes. diagonal brace for cantilevered End diagonalsare-essCntial tor trusses must be stability and must be 0—p4bateA placed on vertical both ends of the truss system. webs in line with the support. =450 Attachmer Required se Olt WARNING: Failure to follow these recommendations could result in A severe personal injury or damage to trusses or buildings. I il A 'T TRUSS PARALLEL OR Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped 1x at least two ss ---trusses. J'a s r,6_ End �diagonals are ss_tlal for stability and must be d'up`ll`at,� both ends of the truss system. 3 30,649 1MorE S 7'rtj — "Ses, ll 00 910 n Frame 5 Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required - 30" or greater Trusses musthavelum- ber oriented in the hori- zontal direction to use this brace spacing. 1A WARNING: Do not attach cables, chains, or I hooks to the web members. Tag Line 160° or less 1AWARNING: Do not lift singletrusses with spans greater than 30' by the peak. /Approximately ApproximatelyTag '/Y truss length 1/2 truss length \ Line Truss spans less than 30'. Lifting devices should be connected to the truss top chord with a closed-loop £trongback/ Spreader Bar attachment utilizing materials such as slings, chains, cables, nylon strapping, cpreaderBar Toe In — Toe In etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with Spreader Bar Approximately the lifting device until the ends of the F Approximaterir I/4 to �s truss len th truss are securely fastened and tempo- Y3 to ?i4 truss length Less than or equal to 60' rary bracing is installed. % Greater than 6C' Tag Line Toe In Less inan or equal to bu- Tag % Line Strongback/ SpreaderBar 10' �� At or aboveI mid -height F Approximately , to'h truss length Tag Tag �'� I/ Line Line / Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design brach.g in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Pate Connected Wood Trusses, DrB-89, and in some cases determine that a wider spacing is possible. Typical horizontal tie memhe • w' h multiple stakes (HT) Frame 2 Ytruss of braced oup of trusses (EB) AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A PLUMB I I Truss Depth D(in) i i Lesser of D/50 or 2" ±'/a = Maximum Plumb Misplacement Line 48" 1 1" 1 4' 60" 1-1/4" 5' 96" 108" 1 2" 9' ±%!' U L(in) L(m) U2oozzL(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' Lesser of U200 or 7' Lin) Lesser of L/200 or 'e.' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should ® WARNING: Do not cut trusses. ® construction loads of any desacriptionbepleced 7.on unbraced trusses. Frame 6 200" I " 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should ® WARNING: Do not cut trusses. ® construction loads of any desacriptionbepleced 7.on unbraced trusses. Frame 6 This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating A practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° !tis the responsib ft of the installer (builder, building contractor, licensed contractor, erector or erection contractor to properly receive, unload, store. handle, install and brace metal plate connected wood trusses to Protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does iot intend these recommendations to be interpreted as superior to the project Archtect's or Engineer's design specification for handling, installing and bracing wood t-usses fora particular roof or floor. These recommendations are GANGER: A DANGER designates a condition whe re faiure to follow instructions or heed warn- ing wiil most likely result in serious personal injuy or death or damage to structuees. WARNING: A WARNING describes a --ondition A where failure to follow instructions could result in Jsevere personal injury or damage to structures. �A44 TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, bait must, due to the nature of responsibilities involved, be presented as a g Ade for the use of a qualified building designer or installer. Thus, the Truss Plate Inst[Me, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This cocument or any .part thereof must not be reproduced in any form without written permission o` the based upon the collective experience of leading technical personnel in the wood publisher. Printed in the Ur-ited States of America. CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" tom the Truss Plate Institute. TRUSS,STORAGE CAUTIO,4: Alltemporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION: Trusses should notbe unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be A& bending and lessen moisture gain. braced to prevent toppling or tipping. 9 9 AWARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- A properly braced. Do not break bands until bundles moval to avoid shifting of individual trusses. are placed to a stable horizontal position. WARNING: Do not lift bundled trusses bIA.y the DANGER: Walking on trusses which are lying flat bands. Do not use damaged trusses. A is, extremely dangerous and should be strictly prohibited. Frame 1 RESIDENTIAL PLAN CHECIONG GUIDE � SINGLE F.VVIILY, DUPLEX AMID MISCELLANEOUS ONLY OWNER: I [YxA'5� S BUILDINGP ER '1- 0/19 PLAN CHECKER: ft�J A P. NUMBER n� 3 ' 0 30 003 - 9ghMRAL. Zoning requirements: (side yards and number of permitted living units). Valuation. ,�! Plans signed by designer. �/ Proper description of work on application Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yards, easements, etc. _ Other buildings or structures. Grading, fills and/or drainage. ,5! Flood hazard Special conditions on creation map (Noise, S.R-A., Fire Sprinklers, Water Tender, Trees, etc.). F.A-U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: , . / Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). /S Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C. 1. in baths, gazge, citchea, wet bar and exterior outlets (1`I.E.C. 210).- Lights, 0)..Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Lccaticn of �.vater heaters, >,ea,—; -2 -and cooling eq ..pment, other electrical or gas equipment. Gar Lye firewall, door size and closer (Section 302.4). / Minimum of one 3'0" exterior door (Section 1004.6). lel Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. STILUCTURAL DETAILS: Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). 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. 1� Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. / Stud heights. Adobe soils - special foundation design. j•� , Retaining walls requiring design. Special Inspection requirements. JANUARY 1996 3,2 NOCELLANEOUS rrEMS TO LOOK OUT FOR: Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). 3'*" Brick or stone veneer (Section 1403). A.'! Exterior plaster - weep screeds (Section 2506). • - Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. ,8! 36" halls and stairways. r A� Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). ..j Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). �W.: Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. CD.F. responsible area requirements. JANUARY 1996 3.3 OWNER: 'sAdi-O -5 , -F0vq Y REC D BY (7r 6 , ai✓ S DATE: /� _ Q % AP# 034— 009 PERMIT NUMBER: TIME: RESIDENTIAL COMMERCIAL 000000000a0000000a00000000000000aa000aa000a0o0000000000000aa0000000000000000a0o0000oa0o000a00o� REQUIRED BEFORE PERMIT ISSUANCE FROM DATA SHEET .REQUESTED BY PLAN CHECKER ENGINEERING NEVI ST7'Rksseb OTHER/COMMENT : PO�Cf� p cM og E� I a r I�T-s (� D(` bV 4 LL cp,#N (, e � 0000000000000000000000 O 00000000000000000000000000000000000000 COO 00000000000000000000000 C O C 000 OC REQUESTED BY CORRECTION NOTICE YES NO ITEM: LOCATION IN BUILDING WHERE CHANGE OCCURS: 00000000000o000a00eOOOOo000oCO0000o000000o0000a0a0o0a0000ao00000ooa0oo00000ao0oo0o00oaoo0oo000� WHEN APPROVED PROCESS AS FOLLOWS MAIL TO OWNER: MAIL TO CONTRACTOR: _CALL # : C) (- b 3 9 AND HOLD FOR PICKUP AT THE lCD OFFI DELIVER WITH NEXT INSPECTION )000000000000000000000000000'000000000000000000000000000 a 0000000000000 a 000000 C 0000000000000000000 REVISED PC FEES PAID: RECEIPT# 430015-(7 $23.00 _$46.00 NOT REQ /^rr-c XP f CoA(r" eros TV f- 17- rA14 y 4 iaKe COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNER r lei J Sn/ (o S A. P. No. Proposed Building Use 2 71 c- /� F 0 5 t OW Building Inspector G_('3 676ANS Date' At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............ . 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... . 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. Impact fees as shown on attached schedule . ............................... 12. California Department of Forestry plan approval/fees. ........................ 13. Flood elevation letter (100 year floo ) ley California Engineer. ......... . 14. Sanitation and plot plan approval �/(C Health Department . ............ 15. City of Chico plumbing permit . .......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. .17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage...:....... . 19. Driveway permit (construction approval required prior to occupancy). . . Fre Inspection reque�- 20. Pre -inspection for required. . . to Building Inspector 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _). .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ...................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ....................................... 32. Plan check list . ..................................................... 33. 34. Wh!�,4ou issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone 9411-01-31 and hold for pickup at c fq(e v office. Deliver with inspector. / Other Parcel Creation Acreage Applicant , Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air P61lution Date / Copy of plans sent Health Dept. Fire Dept. Other Date / By The following data must -be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _phone _mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works ul�t6 Count LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS CLAY CASTLEBERRY, Director 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 Telephone: (916) 534-4541 H. W. McDONALD Deputy Director Jan, 5, 1982 Owner: K. Borsage Davy's Refrigeration RE: Building Permit No. 6185-80 (woodstove) P.O. Box 322 Expired 122-3/p1 Chicot CA 95926 (A.P. No._63-03, 8 ) With reference to the above subject, our records indicate that your building permit has expired. Building permits are valid for one year and should construction not be completed at the expiration date of the permit, the permit shall be renewed for 1/2 the original fee. Kindly contact this office within ten (10) days to renew your permit. Should our records be in error or should your construction be completed, please advise this office immediately. Thank you in advance for your prompt attention concerning this matter. Yours very truly, Clay Castleberry Director of Public Works F. G1 nder JFG:dd Chief Building Inspector Attachments P.S. For your convenience, we are attaching a renewal application form which may be completed and.signed by you where indicated and returned to this office together with the fee shown. cc: Building Inspector,9 Chico COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS/ P MIT N 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 15�— D APPLICATION AND PERMIT ASSESSOR P/2,RCE��MB �� zO 1 BUILDKG PERMIT/Q. 0 OWN C•'��� ELEPH NE SO. FT. OCC. BUILDING VALUATION MAJ,ONG ADDRESS — J'/ CO R CTO '� NAME/ TELEPHONE - O NTRA 'S M ING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILD ADDRESS .� PLUMBING PERMIT Filing Fee 10.00 -��� SQ O o D y Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SFX Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Re odel ❑ Utilitie ,k , Installation❑ Other. Describe work: CZ,4fS-5 ,> Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP 001 OR ORSLESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.y\ OR ADDNS. ACC. BLDGS. 2¢sgft CONTRACTORS LICENSE LAW I declare der penalty of perjury (Check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No.2/2 72Classification C 2d- c3jf ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR OU LET 2.50 ea NON-RESID BRANCH CIRC ITS NEW CONSTR ( POWER APPARATUS S J NON.RESID. (SINGLE OUTLET CIR, EX. OCCUp OUTLETS OR FIXTURES 50 @BAL@1 Ot FIXED APPLNS. OR EX. OCCUp.(OUTLETS (RESID.) EA. 2.00' Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT FiIirig Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith Comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Count in consequence of the granting of this permit. X Date Signature of Applicant — Owner V Contractor Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ ©O OCcu P. GROUP I TYPE OF CONST. 1PARCIELI PD ND 59UE This permit is hereby issued under sions of the Butte County C and/or work indicated above for Ich IRECTO PUBLIC By PERM EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Dat Receipt No. WHITE-D.P.W., YELLOW-AS6l89 , PINK-IN9PECTOR. GOLDENROD -APPLICANT