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HomeMy WebLinkAbout064-480-004o - �61 064-48-0-004' 00-2768 GILM _JOHNi WICH, MAGALIA g: CONTR: GIIMORE C TRUCTION NEW SINGLE FAMILY L,) a r IF] I l NOTES° r YP f� s :t - t RESIDENTIAL 064-4$-0-004;. ' 00-2788 ,\ GILMORE, JOHN _,6AL_NORWICH, MAGALIA CONTR: GILMORE CONSTRUCTION ;NEW SINGLE FAMILY 4 SPECIAL CONDITIONS CHECKED BY —SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. , _ SPECIAL INSPECTION ITEMS VERIFY, USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter Date ELECTRIC. Meter By DateM-/,/ t JOB FINALED (Date) . Signature �c i' �f T: t RESIDENTIAL 064-4$-0-004;. ' 00-2788 ,\ GILMORE, JOHN _,6AL_NORWICH, MAGALIA CONTR: GILMORE CONSTRUCTION ;NEW SINGLE FAMILY 4 SPECIAL CONDITIONS CHECKED BY —SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. , _ SPECIAL INSPECTION ITEMS VERIFY, USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter Date ELECTRIC. Meter By DateM-/,/ t JOB FINALED (Date) . Signature V = OK 0 =Not OK = Not Ready- = Not Ready- - MOBILE HOMES Date,', r MOBILE HOME UTILITIES (Plans) OK except #'s ; ti 1. Zoning Requirements-Setbacks-Easements - 3. 2. Soils; Special MH Support Sketch Electricity; MH Test -Crossovers -Breakers -Clearances 3. Sewer; Location-Test-Fall-C/O-Concrete 6. 4. Water; location-Test-Easement Needed (Sketch) Water and Sewer Connected -C/O to Grade -HD Approval 5. Electricity; Location-Clearances-Gind-/ /Amp-Concrete 9. 6. Gas; Location-Test-Wrap; / /" L'ft. - / /'Nat. or/ /"L"ft./ PLPG Exits; Insp.-Sketch 7. Well Clearance & Disconnect 12: 8. Utility Clearance �► V Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 - Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements `. 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector + 6. Water; MH.Test- Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12: Permanent Foundation Onlv: License Decal ' Date Card B-1 Date Card B-1. Date Card B-1 Date --'Card B-1 f N, i MISCELLANEOUS ` Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements ` 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures. 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date. Card B-1 . Date Card B-1 Date FINAL (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/5' -Circulating Equip. -Heater 8, Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10.. Plumb.; Cir. Test -Water Supply Test -11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 t V=OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL Date erfloor (Plans) OK except #'s Date Zo tbacks-Easements,;Pood-Slope Date tg., Main; Soils-Elec. d.-//. ' Ftg. Depth Ljo+Tg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftq, Porches & Decks; Soils -Steel-/ P' Ftg. Depth to IIs,Main; Sfeel- Blockouts-Wrapped ent_F,an, Exhaust above insulation t `alts, Garage; Steel-Blockouts-Wrapped 3 Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Pier ireplace Ftg.-Steel 9 .W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 1Z�,W_ater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 1 ms & Ducts; Clearance -Material -Support -Ins. Card B-1 Date Card B-1 it erS-Sills-Anchor Bolts -Joists- Vent s-Crippies Date Access & Ventilation (Single & Duplex) 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes ❑ No 3_1/Service-Riser Conductors & Ground Main Disconnect 3 . quip. Clearances Panels-Motors-Mech. Equip. 3. to hes Closet Light -Shower Light -Spa Light moke Detector Date 16. Insulation Date Card B-1 Date Card B -t Date Card B-1— Date Card B-1 Date P BING (Permit) OK except #'s ME ANICAL (Permit) OK except #'s a tr.; Vent -Access -Combustion Air Baffle a Pipe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection ent_F,an, Exhaust above insulation 20. Shower Pan; Test, First Floor -Tub Access 3 21. Tes ub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors rnac -Vent Access -Comb. Air -Return Air Vent 115 outlet ood on Roof Overhang -Attic Vents -Rafter Outriggers i g -Nailing Veneer I o Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EL RICAL (Permit) OK except #'s 62. 3 e & Transformer Clearance -Ins. Protection Date EleSReceptacles Spacing -Lights & Switches at Doors Card B-1 Date Card B-1 ze Boxes & No. of Conductors Stapled Date o ex Installed Close to Edge of Studs & C.J. Date 7 quip. Ground made up w/Mech Fasteners -Bond Gas & Water F MING (Permit) OK except #'s 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes ❑ No 3_1/Service-Riser Conductors & Ground Main Disconnect 3 . quip. Clearances Panels-Motors-Mech. Equip. 3. to hes Closet Light -Shower Light -Spa Light moke Detector Date FRAMING (Continued) Card B-1 Date Card B-1 Date Q Card B-1 Date Card B-1 Date Ties or Type A Flue -Fireplace Throat Clearance ME ANICAL (Permit) OK except #'s Attic cess; Size & Romex Protection -Draft Stop -Ins. Baffles C ucts Insulation & Support Gara ire Protection Framing ent_F,an, Exhaust above insulation r� Line Firewall & Openings 3 onqpetate Drain & Overflow, Size & Grade 3 rnac -Vent Access -Comb. Air -Return Air Vent 115 outlet ood on Roof Overhang -Attic Vents -Rafter Outriggers i g -Nailing Veneer I o Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 3� is Access & Platform if Furnace in Attic Ep4race Interior/Exterior Wall Panels nsulation-Walls-Ceilings 62. I nfiltratidn-Walls-Windows Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date FNA Plans) OK except #'s F MING (Permit) OK except #'s t. Steps -Door & Sidelight Protection -Landings ae'Sin per Materials & Anchors 65. Furnace Vents -clearance -Comb, Air -Connector - /Garage; Above Floor-Ducts-Mech. Protection alls tuds-Nailing Spacing & Braces -Plates -Sound Exiting V.ear 4rah g Walls over Girders & Floor Nailing tgWin Walls (rat proof) 68. EI c. Trim & Subpanel, Breaker Sizes & Labels ^ it tops, Furred Ceilings -Stairs -Chasers -Tubs S irs & Rails Headers & Beams -Size & Bearing Date FRAMING (Continued) ngers-Post Caps -Anchors -Connectors Q Cli . Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting. 461 48�'Firtplate Ties or Type A Flue -Fireplace Throat Clearance Attic cess; Size & Romex Protection -Draft Stop -Ins. Baffles cjynt!Windows or Exiting Doors -Sill Ht. & Dimensions Gara ire Protection Framing 5 r� Line Firewall & Openings 5 Ext. ors -One 3' -Check Garage 3rd Story, 2 Exits Stairs' idth-Headroom-Rise-Run-Landing-Fire Protection 5 ood on Roof Overhang -Attic Vents -Rafter Outriggers i g -Nailing Veneer I o Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 59. S r Walls; Nailing -Bolts Ep4race Interior/Exterior Wall Panels nsulation-Walls-Ceilings 62. I nfiltratidn-Walls-Windows Date Card B- Date Card B-1 Date Card B-1 Date Card B-1 Dae FNA Plans) OK except #'s t. Steps -Door & Sidelight Protection -Landings Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - /Garage; Above Floor-Ducts-Mech. Protection 1Yrqedroom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa 68. EI c. Trim & Subpanel, Breaker Sizes & Labels S irs & Rails Fireplace or Stove, Clearance -Hearth 5 c. Outlets at Wood Panel, Int. & Ext. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance EI . Outlets & Receptacles at Kit. Counter 7 Garage Fire Door; Swing -Landing -Closure C. Duct in Garage -Damper 76. ir. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection , Elec. & Mech. Equip. Listed for Location 7eAiec. Receptacles in Garage (F.F.I.)-Romex Protection 79. In ulation-Foam-Looked in Attic and Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor J Yes t2eF lowing Instld./Drive es J No/Walks J Yes J No/Planters J Yes J No ucco Brown -Finish IV A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg- Appliance- Fireplace-Clea rance to Openings !±. ater Well, Disconnect, Electrical, Plumbing . Exterior Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House Glass Protectio 90. Correcti from Previous Inspections 91. 92. Ga st-Meters Tagged, Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval 9 Energy Compliance Certificate -Other Certificates 4. Address Posted 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: -OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at ,theaVove address and should be corrected. Please notify this office when correction of work .is.pleted. If you have any questions pertaining to this matter, or need additional explanation, p .1, e Ise contact this office immediately. J G.r tan Date REV 10/92 Inspector --I COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE -OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at ,theaVove address and should be corrected. Please notify this office when correction of work .is.pleted. If you have any questions pertaining to this matter, or need additional explanation, p .1, e Ise contact this office immediately. J G.r tan Date REV 10/92 Inspector --I COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT.SERVICES - - 411 Main Street • Chico, •CA • (530) 891-2751 7 County Center Drive o d6 -i11 -6 -,-CA • (530)`538-7541 i CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contactis office immediately. �f a k Date Inspector REV 10!92 FROM CHICO DRYWALL AND STUCCO SUPPL 'PHONE NO. 530 095,1311 Jun. 15 2001 06 49A Pl- CUMATE RoaRBFR GWOOL ally insulated to provide. Your.. home has been -profession guaranteed- thermal resistance. a ffr(ME0WMR.T NAAM hly_,_���"�_� Oq 2- ADDA�W Ir4ral0— STAM RECORD OF INSTALLATION BLOWINGWOOL BATTS AND ROLLS AM woULATED ft-VAUIt THWXWSS M.M1 ryF rRLMoin, m. 5Q. FT. Incas ' NUMMM Of WA USED IN, SQ, FT. AWA INAULATW sa=1D 11 iV 3' Nrl;,Of . WALL3 ION SQ. Tr. • TmKYNM Of INSULA 0) or pamous INQrs INSULKI1001 IN Arric RAX116 .1.;Q. FT. R-VALUFQV1MU1ATTC*4 IN, CLIMATE PRO, BAG WEIGHT - 25 LB. NOMINAL MINIMUM:;.BAGS PER 1-..'MAXIMUFA M1WIMUMWEIGW THICKNESS -iW SCL FT. NET-COVENAGE, PER SIL FT. To obtain an fx9a&.d The --b- of kv cdtww of Thi weight per -IE 4i A 10 `ft.f. alis b4g shau Id sq- ft- of iw4dkd, irvidstauce not twi dd vw. not emw insulation should (M of be Im 119m; Im Lars than; MR than.' na bw'kwi tham. 11 bti in. 7.0 142 sq. ft. 0.176 lbs. 19 8'% in, 12.5 79.9 sq. ft. 10.413 Jbs. 22 10 in. 14.6 68.4 sq. ft. 0.365 lbs. .26 1114 in. 11.2 59.0 sq. ft. 0.4131 lbs. 30 .13 in, 20.0 50.0 sq. ft 0.5M lbs, 498 .16X in. 26.8 38.0 sq. ft. 0.639 Ibis. 44 1814 in. 90.5. 32A� W1. ft. 0.763 lbs. so 20% in. ..q5 * 5, 28,2 sq. ft. 0,886 lbs. 60 -23% in. 43.0 23.2sq, ft_ .. 1.076 1b3, lmstnAnOg CONTRACTOR Hout BURDER SIGNATURE V jog"= marwwe 7�97 0 AVJanm � M98 CPowwA Johns WwWle Co-jr(ol;m P0. Box 5700. (A W117.610a lma,-Gthuolmwjmxorn. ro, mrnn inlorrr�lion call 1•L00$543103. 1 % D RJ % _ Arm - J, 4-V U� 2,_ -IE 4i A DA ADDRESS _FMONE V jog"= marwwe 7�97 0 AVJanm � M98 CPowwA Johns WwWle Co-jr(ol;m P0. Box 5700. (A W117.610a lma,-Gthuolmwjmxorn. ro, mrnn inlorrr�lion call 1•L00$543103. 1 (Rev. 12/96) t �CQUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 064-480-00 ZONING BUILDING PERMIT OWNER JOHN GILMORE TELEPHONE 871-4757 SO. FT. OCC. BUILDING VALUATION 1657 R 89 478.00 .OWNER'S MAILING ADDRESS 509 U 9,162.00 CONTRACTOR'S NAME MT.MORE, CONSTRUCTION TELEPHONE - 11H0 1,428.00 110 C 1,430.00 CONTRACTORS MAILING ADDRESS PQ BOX 611, PARADISE 99967 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. -Filing Fee $ 20.00 Permit Fee $ 646.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 420-23 BUILDINGADDRESS Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 11 ]19-73 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF [X Duplex ❑ Mobilehome ❑ Other SPECIFY_ Each Trap qJ 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 19 -nn 950 Each as water heater or vent 15.00 TYPE OF WORK New I'd Addition ❑ Remodel ❑ Ulilities ❑ Installation ❑ Other ❑ Describe Work: 3 B/R S/F Gas piping stem 1 - 5 outlets 15.00 1 Q Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ 143.00 ELECTRICAL PERMIT Filing Fee 20.00 600v OR LESS Main Service 200A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. 3 5((-s� License Class Lic.No. 2/ 53 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 CCU000A W:L200A NEW CONST. DWFILC. OC S. 3.5QF°. 75.81 ( N Cod MULTI- CONSBRANCH @7.50 POWER APPARATUS BSINGLEOUTLETCIR. OUTLET OR FIXTURES 20 O I.W Ex. Occu BAL @ .50 Ex. Occup. ounEiepa D•oR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 118.81 . WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fortwith comply With those provisions. X Date -L J =L) ti Signatu of App is nt - wner O -Contractor ❑ Agent An O A permit is required for excavations over 5'0" deep and demolition or constructionA of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating DUAL 2115.00 30.00 Cooling GAS STOVE, 15.00 Hood 6.50 6.50 Ventilation 2Q PERMIT FEI: $ 80.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3ZU CONST. TYPE VN TOTAL FEE $ 1498.04 HAz. D. FEES IMP X X FLOOD X CDF X PARCEL X PD X HD X ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated ab ve for which fees have been paid. ` t Date P RMI EXPIRES ON 0- DL- aTa ReceiptNo. 309027 509.90 -3 WHITE-D.D.S.-B.D. CANARY-ASSESSO PINK-INSPEC R ODENROD-APPLICANT z COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96)1 , t APPLICATION AND PERMIT As.nwR Q ©O D0NNO BUILDINGPERMI p(� ow,ea rL D �� "! SO. FT. OCC. BUILDING VALUATION' S-0 V OONTRACTOR7 ►Mri�� / (� I/"% /,L%!LJ C6 S c v� .3 u�� .., r. i � - 1 4r1-440_ Fire lace QTotal ValuationR EMOiNEM FAAC-Wrnaar !No. Filin Fee E• 20.00 Permit Fee , E R COMEM*3 wuTa ADORlss 1 Plan Checkin Fee 0 • $ Q SULD04 ADDAUSC Energy Plan Checking Fee t► $ PERMIT FEE _ LOT NO. SUWNsro"s ww! PARCEL MAP PLUMBING PERMIT Fling Fee 10.db Each Trap 7.00 USEOFSTRUCTURE SF O Duplex O Mobilehome O Other Solar or heat um water heater 23.00 Water piping 15.00 5 Each gas water heater or vent 15.00 TYPE OF WORK New O Addition O Remodel O Utilities O InstitllatioiV. O Other O Describe Work: Gas piping system t - 5 outlets 15.00 / rj Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ' ELECTRICAL PERMIT Filing Fee 20.00 "Ess Service 0oRm 23.00 1 p 6 *PERMIT FEE PAIS SRA SHERIFF $ OTHER $ $PERMIT $ AMOUNT RECEIVED $ �� *RECEIPT NUMBER J7O�'%Dc-4 � * TO BE PVT INTO COMPUTER Main Service sou To 100" 46.00 DWOlNOCCUR SO OaADDHs. A AM. xns. SCFT:3@7.5] POWAPRTUSCI FL 200 Ex. Occup. OUTLET OR FIXTURES SAL a'.30 EX. OCCU OUTLETS 610. !A i 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Y. PERMIT FEE $ MEC CAL PERVU Fling cee 20.00 Heating Goo+in D Hood Y 6.50 U� Ventilation FEE $ ;1Q Mobile Home Installation Fee $ Energy Inspection Fee E VilaCO S: TAL FEE $ MAL °' M '"P `° P"' °° �u This permit Is hereby issued under the appricable provls of the Butte County Code and/or Resolutions to do work indicated above for which tees have been paid. By Date PERMIT EXPIRES ON C,dU1V7'Y OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 6 ( L m f7la_ ASSESSOR PARCEL ER: '-'o© Proposed Building Use: Building hvspectdt Date: __ ---4/ © U At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Y;. Date Received B3f ❑ 1 I iiems have been submitted.------------------------ * --- I ------------------------------------------------------- Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3 . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- Eugineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- "Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ . Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ anufactured Home data an instaa ation ' cons including Tie Down Specifications.------------------ 0. Fees of $ ----- -.g-u------------------------------------------ NPZ 1. Impact fees as shown on the attached schedule. ----------------------------- --------------------------------- . 2. California Department of Forestry plan approval/fees _- ❑ 3 . Flood elevation certificate.---------------`--------------------------------------,-------- ------ ----- ----p ru 4. Sanitation and plot plan approva��/G Health Department.---�1-�✓-��-�- ��� 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- L` f. ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ®7. Planning approval for (A) Use:Ix (B) Parking: -------------------------- f/- Zp -Do !� s 18. Contact Land Development about Improvements, ❑ Drainage, Legal Parcel. --- 01�-------------- 0/ 0 3- o I t*i lam'- 9 Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- El 20. ---------------------------❑20. Pre -inspection for required. Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ -- 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- ❑ 4. Letter of signature authorization. -------------------------------------------------------------------------------- 5 Recorded copy of Agricultural Acknowledgment Statement.---------------------------------------------------�l ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27'Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ • --------------- 030. Other: When you issue the pM4173 process as follows ❑ Mail to owner, ❑Mail o contractor. �v CD- elephone' 7 and h ld for pickup'at� o ice. ❑ Delixer with inspector. �0 Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air' o lution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Departme t, ❑ ther: Date: By: 1. Index permit application for the above items numbered: Ian Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, adviNd of theabove required data by ❑ phone, ❑ mail, ❑ Buil Di�(ision counter, by Date: Plans reviewed by: Date:, Plans approved by:Date: _rj �— Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: 1 Date: Sent By: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512; Jan -3-01 3:33PM; AT TO: FROM: SUBJECT: Building Department • Environmental Health Sanitation Clearance Page 112 f COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE. OF FEES" DUE OWNER • �L � A.P. #, sAc ll �/s—tea PROPOSED,BUILDING USE DATE '• RECEIPT # DATE REC - 1. BUILDING PERMIT FEES Balance Due ................ $ -- Additional Fees Due ............ $ -- Additional Fees Due ............ -- Revised Plan Checking Fee ........ $ 2. SCHOOL DISTRICT FEES V.--�aid at District Office) ' 3,. HERIFF FEES (paid•at Building Division) (� ` Residential ........ . , x $360.00 = $ �J�V Units Commercial (sq.ft.)... x $0.03 = $. Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ ' y #Units Amt. Commercial (sq.ft.) .. x =$ , Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $ 10.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND, PLAN CHECK $89.00, (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may Schnangd during.th lan checking process. APPLICANT DATE Pursuant to GovejZnt Code Section 66020, you are hereby notified that items 2,3,4,5, 6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). , Original -Building Div.. 2nd Copy - Applicant; 3rd Copy 'Ow ner '(Rev. 2197) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District POAL 4e CL O /_V. ZLPBuilding Department No. r7la —00 -Jurisdiction: City County 'Property Owner. Property. LocatiorVAddress Subdivision Residential Development .t.#. 0 C m, rmerciaklin dusiial UU11U111W LJCPa1%111CF1L Q,72 I P n Z/ r-eL- , YT Lot No. ........................................................................... I ...................................... Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversidn Permit # *(No foundation inspection):: .................................................................................................................. �AA it, .0 .;Sqi.Footage . f .71 V'� New Addition (including Exterior Roofed Areas) -7. pfive Date (Floor Plans reviewed by School District Personnel) Dis'trN*t, ldentification No., 0/ LQ%School" District certifies ihii r, .(Applicant) (Street Add (Phone Number) '01 5 (City) has complied with the requirements of Resolution No. representing lol 5-7 *square feet. I lz±;�, �;e School District Representative Paid by Check # � (State) Remarks: (Zip Code) by payment of $ AB 2926 $ IFULL MITIGATION $ 1% 04 _77 Date Notice: You may protest the Imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 60 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees in any court action. Z If, subsequent to the School District Representative signing this Butte -County Scho' ols Impact Fee Certification Form, the School District is n6tified by the applicable Local Planning Agency that this project is being- reviewed under the California Environmental Quality Act (CECiAl; ct this project.may be subject to -additional school fees'to fully mitigate its impact on the school district's schools. White.(applicaht);. Yellow '(building department), Pink (school district) feeform.xis (10/9 8)dmm PRC -ECT PROCESSING R ICORD 0 •APPLICANT• . OWNER: PERNM A A. P. #: WORK DESCRI M DATE IZ.� DO -ilkli-9 V, , • • �C�r p ICIC�(I fiK.U55Cs -T `DISC L YUISS C Coo,MIVI S oN Z 1.77 /00 • RESIDENTIAL PLAN REVIEW GUIDE... - SINGLE FAMILY, DUPLEXAND ' . MISCELLANEO US ONLY Owner: Building Permit Number:®—oZ 7g g Plans Examiner: i��►� A. P. Number: GENERAL: /i Zoning requirements — (number of permitted living units). Building permit valuation. 3. Plans signed by the designer. Proper description of work. on the application. Existing violations on the property. Recorded notice of violation. PLOT PLAN: 1. 1 Complete parcel size and dimensions. Setbacks, side yard, easements, ate. J I Other buildings or structures. Grading, fills and/or drainage. 5 Flood hazard Special conditions on Parcel Map (Noise, Fire Sprinklers, )Yater Tender, Traffic L fees). 0'6� e C'V Axt 7. FAU & FAS road setback. .- 8. Building or utilities across lot lines (record form). FLOOR PLAY: "y— Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). PV 0 Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). pybvidz 8. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). Prohibited locations of gas heating equipment -(Uniform Mechanical Code 304.5). 0. Garage firewall separation - required on garag tnctudin pporting walls .and posts (Uniform Building Code section 302.4 exception #3). • Gi�.L d �'P� 11. Wood stove location - Alcove clearance (UMC section 205 confined space & 2239mconfined space). )11. Smoke detectors (Uniform Building Code section 310.9.1). X. Water closet clearances (Uniform Plumbing Code 408.5). �4. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code,412.7). Pagel of 2 C® CD -AM Ota,,td- u)ew-cd A qfPrOYW aln CALL a,66 c - STRUCTURAL DETAILS: 1. Conventional co shaped buildin niform Building Code section?32�54). 2: Standard bracing r engineered desi orm ui ding Code sedtion 2320.11.3). Clerestory requirin g and/or engineering. Three story building requiring engineered calculations and plans. oundation plan complete enough to construct building. 6. 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. 9. Rafter ties or bearing ridge beam. 10. Fireplace construction details and calculations if necessary. 11. Garage door header size(s). 12. Porch header size(s). _Stud heights. 14. xpansive soil - special foundation design required. . Retaining walls requiring design. 16: Special Inspection requirements. i er sizes.. t" sum wallboard nailing inspection required. 8.WCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1606): 2. Guardrails (Uniform Building Code section 509). 3.::. Brick or stone veneer (Uniform Building Code section 1403). 4: Exterior plaster.- weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2,15-D-1 & 2). covering'type - (fire hazard). 7. Foam insulation - protection. 8. 36" -halls and stairways (Uniform Building Code section 1004.3.3.2). 9. Two exits on three -story dwellings (Uniform Building Code section 1004.2.3.2). 10,. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). p i.- .:.. r. s .. .: 11 Attio access and ventilation (Uniform Building Code section 1505). .12: Combustion air for fuel burning appliances - LPG requirements. VF1 d requirements.eanrgy design compliance and supporting documentation.ashing at all exterior openings. 16. CDF responsible area requirements. 17. Building Permit r uirements: 17.1. RA.D 17.2. -Flood elevation certificate. 17.3. Fire Sprinklers required. - 17.4. Special Inspection requirements. /- n 17.5. Use Permit conditions.:. 17.6. Sub -Standard Housing letter. Page 2 of 2 Sent By: BUTTE CO ENVIHONMENTALHEALTH; 530 695 6512; Jan -3-01 3:33PM; Page 2/2 Favircnman�oF i E,�.,11}j SignatUre �.. — S ' F -(l t \ tea,,, but. P,rr�,y t.ocs•tao LP\• �t� o� �. \ z•6d 65 r. �a U0.) e i Pofc►, f � 1 I -VA I rye �j�y 2D' stl CPti( 0 NO J os� NorNJ,c1- Gircic cMVd30NMEe(IAIkEAUh NAV 2 8 2000 cnreo, camotnta a LAN REVIEW RESPON FORM In ord4r to y u expedite the review of r plans, please complete the following info on and return this form with your re -submittal this' form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a val response to every item requested in our plan correction letter. "By others" is not considered a valid response. please indicate yo response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS_ 41 1 1 O'M-, -e - /-,7- 6z) ASSESS RS PARCEL NUMBER PERMIT NUMBER Day- qSo - coq eo _A 99 FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM 0 RESPONSE//BY: / J �v Z f'iv�t LOCATION ON PLANS/CALCS: �ee ®� l k �Vk-, 33 COMMENTS: / R164 11/)1JU COMMENTS: A.)eW _1ve d U A&S - !a ev uT e -k A !,u �DUL,A49—&— 1- V HECK RESPONSE BY: LOCATION ON PLANS/CALCS: wAwd D 1v 0 PQAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/Cf ,CS: PInNs .SEC ff -- J �h✓U Q�r'C Olv �eUis� S�ee� COMMENTS: �%CcQ F✓oh s�y� LjiAvDOw s (joyo 4JI4.JOOLW PLAN CHECK ITEM # RESPONSE BY: J01AJ Afrti- 12,LAW ohr LOCATION ON PLANS/CALCS: COMMENTS: A.)eW _1ve d U A&S - !a ev uT e -k A !,u �DUL,A49—&— 4r a Ise, ),j i e L o r 1671 PLAN CHECK ITEM ,#.., RESPONSE BY: eu Lmore LOCATION ON PLANS/CALCS: aA.) 12Qk) , COMMENTS: A K-4 tWat oG si JC j146a4aualJo- I -0 . FOR PLAN CHECK LETTER DATED: PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: 3 &)C. hl PLAN CHECK REM # I RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: 8 Ye' Q� e9�,� %�s AdoCoes,. E'er,"ri,P� G �? dam LAN CHECK tEMLr g RESPONSE BY: LOCATION ON PLANS/CALCS: COM NTS' V o Cw &W AioO nkq 13 4� oe •, IF - CHECK ITEM # IRESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK REM N I RESPONSE BY: ILOCATION ON PLANS/CALCS: OMMENTS: PLAN CHECK ITEM # CHECK REM # COMMENTS: BY: RESPONSE BY: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: Department of Development Services Building Division 7 County Center Drive Arrival, CA 95965 (530) 538-7541, (530) 538-2140 FAX December 7, 2000 John Gilmore 6288 Brevard Cir. Magalia, CA 95954 Parcel Number: 064-480-004 ` Building Permit Number: 00-2788 This,office reviewed building plans for the permit application referenced above. The plans examiner's comments are. listed in Part I below. Please respond in writing to•each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response , information is included on the response form. Your complete and clear, response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: _ 1. Remove incorrect plot, plan shown on sheet 3 of the plans. Rear yard setback is 15 feet in an ? R-1 zone not the 5 feet shown on the plot plan. . 2.: State responsibility area for fire protection requires minimum class,B roofing and enclosed eaves for structures that are 15 to 30 feet from a rear or side property line. Provide 23 square feet of glass area in the masterbedroom. This will also change your energy calculations. �# North area is shown incorrectly on the plot plan. This house faces south, not "north'. Revise energy calculations for the correct orientation and new window sizes. Plan. check of energy calcs cannot be done until revised sets are received. Provide location of HVAC system. If any portion of equipment is located in the attic size trusses accordingly. .• �-is ,: ,. %3 T Department of Development Services, 0 0 Building. Division o O 7 County Center Drive o O Arrival, CA 95965 O - = o 630)538-754l (530) 538-2140 FAX • . cNJ N'�y - ` 6. Trusses package is incomplete. Trusses have not been designed as drag trusses and drag trusses are not designated on the truss layout. Provide two sets of revised trusses. Engineer of record is suppose to review and approve trusses per his lateral design before trusses• and` plans are submitted for approval_ j if6 ? W Interior -braced wall panels dLd: ot meet ode for the following reasons: first,. they are located �more than 25 feet apart measurrom c nter to center as required by law and secondly, you have 0� not shown the requirements forled oor joist under the interior braced wall panels, nor have you called out attachment requirements obraced wall panes to sole plates. Please correct titi�� u and revise plans. L r . /JiS�vr1 w/N. �2cM0vL /f2 8. `Review of the building plans by the Butte County Building Division engineer has not been 'completed at this time. Any additional'comments from the engineer will be addressed in separate Colo rte; • w� �l1Ac�/W correspondence. _ Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the,plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may ` contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Y PART-II The items identified below' must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1.` Complete and return the enclosed school fee form. 2. Provide recorded copy of Agricultural Acknowledgment Statement. 3. Provide completed Encroachment Permit from Public Works. 4. Provide sanitation clearance for septic system.. ' incere M rtha W ey Plans Examiner s FLY G= L�Y EM(ROHEERMa CIVIL •STRUCTURAL T' BY: / VT DATE: �D SHEET No. OF ; " (530) 872-0254 FAX (530) 872-9331 f 5790 CLARK ROAD. PARADISE, CALIFORNIA 95969 CHECKED BY:: DATE: JOB No. p SUBJECT: .L/�'°T L , �Tij:$/L�%% PROJECT: Y r C��L%JOJ-- .F _ '�C�.�%I%.i ` ��/�GVI�i%7' ( /�.� '�Ii( ') /�G�/4 . ��• t Ay ��. y/fes%I.�JEI�I�%G�' • Of COrt�!/�.VT �G sroov �.e� e�rF co. .s �i � r . R C E 32434 �pfESS/pN Reg. Expires,';� Q 9 7 v� 12 - 31 -2000 l F� /CPz No. 3 4 . � G,� _ �o .,, • _ Seo � r,9 " CI CAl\F�� •. op Cott 6. 71 t .. �� x!¢. � a 11, % 1zs/= 6 ?.z 77 S oO s ���.>✓� .. — ' � _ /C 7� S'� /'h,r,,r _ /d�2.� (7--�� 9� _ � CD3 vo/—&: ' OAloof u -v ; CIVIL • STRUCTURALf �T DATE: �O �D SHEET No. OF BY: (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. �oo� yrs-.=- � � �.� Zl• ��2><l2 �f; � l -- %f, �� - a /ti: X33 All ¢ , U// 7,� �'>_ , 00 7 7 /7_1z Ar 74- l • Y ?)/ 7 e9, 77 y C Ind M � M M � O� L7 El1V\:J�UVERROlJ�.11:..l CIVIL • STRUCTURAL�Gj (530) 872-0254 FAX (530) 872-9331 BY: DATE: SHEET No. OF 5790 CLARK ROAD. PARADISE. CALIFORNIA 95969 CHECKED BY: DATE: JOB No. O/Z� v/s/ '45IFFII� Al- FLU EHIM EEROM��L �J��MQl1� C�Q�M�Ca400O l� CIVIL • STRUCTURAL BY: DATE: SHEET No. OF (530) 872-0254 FAX (530) 872-9331 n !� 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. l/l [333 4D7z f, 022x FAX A 2 _ /p, i,CCtri�� Gs7., Z_l� �w 6 (r F L CT EUVMMEE.Ro e CIVIL • STRUCTURAL (530) 872-0254 5790 CLARK ROAD, PARADISE, BY: / �� DATE: /y/ oOY SHEET No. OF FAX (530) 872-9331 CALIFORNIA 95969 CHECKED BY: DATE: JOB No. G�tr�r j is 1r7Co77 Go��✓rte 1��,�.. l��,v� - ,�� � �X /O � � s� Ca1Zd,e �D12 c66:,p t , Ole f' (A9 t 2 �) t� e'DPJc '9 A S - re (I X 7- 41eie Q7,f-=/lZ>�h�Z-,ppb mor _lit Dlv`' (Z S ��Z� _, 122 l!-) bra`` 2 ' lzc- s Q,/�zx 7,1� F/2- 9 2 A,4Ih\ 31-� z� rr' s der j . oe z CIVIL • STRUCTURAL � p! BY: DATE: SHEET No. OF (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD. PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. Lam%G �T�%SLG177 I vov e— 7 7- t, OLX (2 Z t lD. �"t � f �•Sl /� �� G//C�E - ski - 7 z Ax '6�114�)- . • . - mak/ ffi �° ��/.2 7 Q . G�'c� --- � 9 C'f f? -- ,g �� TomOAC . //z� •���iocJ ,�3. c GorJ�. ,v••G'. 7� T �'' � tv GS'T,4' 2�- ._ �oP ���c��>=.3 li ' TD !D-l6� EN",OACHMENT PERMIT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 FAX: (530) 538-2140 APPLICATION IIWE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with County ordinances and general laws. (All information except signature must be typed or legibly printed.) /tvNAME: •� I ot a SIGNATURE: MAILING ADDRESS: PHONE: S22 Y 73' DATE: 4 -15 --?)b LOCATION OF WORK yT�)O BE DONE: /)A 1-I - LIN 3 400 9 &`.;v, .;y we, /Wr c -L ct i -es I TYPE OF WORK TO BE DONE 1. Curb: ❑ Gutter: )& Sidewalk: ❑ 2. Driveway (List Type): v/uC/- (PLEASE CHECK) 3. Underground 1'CondTu�it: 4. Other: V )/ PERMIT GRANTED In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. SPECIAL CON 0 ati - c; sa / -,g 9" 3� ❑ All work shall conform to accompanying Date Issued: 11-3e-00 Surety: Yes ❑ No ❑ Expiration Date: 11-30 - 01 Detail ❑ Plans ❑ Special Conditions U. Mike Crump Director of Public Works By NOTIFY COUNTY 24 HOURS BEFORE, WORK IS TO BE DONE Phone: (530) 538-7681 PERMIT # d Z Sym DISTRICT �1 IIWE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with County ordinances and general laws. (All information except signature must be typed or legibly printed.) /tvNAME: •� I ot a SIGNATURE: MAILING ADDRESS: PHONE: S22 Y 73' DATE: 4 -15 --?)b LOCATION OF WORK yT�)O BE DONE: /)A 1-I - LIN 3 400 9 &`.;v, .;y we, /Wr c -L ct i -es I TYPE OF WORK TO BE DONE 1. Curb: ❑ Gutter: )& Sidewalk: ❑ 2. Driveway (List Type): v/uC/- (PLEASE CHECK) 3. Underground 1'CondTu�it: 4. Other: V )/ PERMIT GRANTED In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. SPECIAL CON 0 ati - c; sa / -,g 9" 3� ❑ All work shall conform to accompanying Date Issued: 11-3e-00 Surety: Yes ❑ No ❑ Expiration Date: 11-30 - 01 Detail ❑ Plans ❑ Special Conditions U. Mike Crump Director of Public Works By r"A RADISE PlIVES UNIT NO DI- " PTI . SEC TIONS. -25 8 �62. T-2 3N, R J: 47 Ad Op 45 0 44 k• a' ; 8.00 a % 34 19, 74 %9Bs c�. c 43 L 35 /R 36, 300 • 42 p g2 �s /7 • . / h/2 37 76 4/ o X4000 /6 �y ` R- 20 c.••• . oh• �� � h 90 ^h• C-38 1 40 2�00 /3 05"' �w0 �/���, 39 /4 go ,1 R- L� • � ,� 4 X36 • • 1 • " r � I- ^ • IIII �II III'IIII�III"II'III III �'� , ' ' AND WHEN RECORDED MAIL TO: 2 0 — .4 6 I. �+ 7 BUTTE COUNTY BUILDING DIVISION s 4• Recorded I REC FEE 7.00" , 7 COUNTY CENTER DRIVE Official Records I COPIES 1.00 OROVILLE,•CA'95%5 COuM Of, I BUT - i CANDACE J. GRUBBS Recorder. ROSEMARY DICKSON ,I Assistant I Krist 02:44PM.29-Nov-2000 I Page P of l AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded -prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property -may be subject to inconveniences or discomfort from the use"of agricultural chemicals, including; but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural' operations including, but not limited to cultivation; plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm-(?perations. , f. All that real property situate in the County of Butte, State of California, described as follows: ' 11 O ` 1 0,I • , c�S Shown) oN fkaf' GP.v"��1� /�-��l en�TTiPc�` PGcNud�se PiA)es UA4 9 lre Cot.J9A" i►J iLe oFyc;ce o'F JLe re,6014e, Sok of G�9Forw�&_� o )quo rAJ ,6 k RP tip, 0614-95-o ooy-o 1 Date 029,hm PR PERT OWNERS' State of California ) County of ) , On wate. d. d before me, , 1 2 ersonall peared ersonally 'known to me (or proved me on the basis of satisfactory evidence) to be -the ' ep�r on(s) whose names)/are subscribed to the within instrument and acknowledged to me that he/she/they -executed the same in hs/her/their authorized ca acity(ies), and that by .Lis/her/their signature(s) on the instrument, the,per�on(s) or the entity upon behalf of which the Xtrson(s) acted, executed the instrument_. WITNESS my hand and official seal. z Signatum F. JAN Seal: ,- EiTE FORREST. 77-�O COMM. # 1239452 @ y w �rt NOTARY PUBLIC -CALIFORNIA BUTTE COUNTY A.P. # 3 q MY COMM. EXPIRES OCT. 23,2003' . 1' a � ,5 2� ° � .;4 ' a. E.H. USE ONLY Plot Plan Att-hed Floor Plran Att chid 1 Stant to S.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance J �� �tM�re. 11/e� 'c.� Gc.�a vim► 064 - 4Po - vo 4 Owner Location AP# Plan Approved for:ewage Disposal Water Supply: Public Private Well " Clearance for 3 b4w- Othero f s. n�ecf< CO Q/eX�e.a /I � der � � 4 ' Hold final for: . Final clearance O.K. for: (VOTE: I /2WOO Environmental Health Specialist Date 8/96 ' { LONGFELL0 W LUMBER CO. INC. ■Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 n Customer: Address: AP# 89 Loren Avenue Chico, CA 95928-7434 if M)r- ckl, Job No: ar-01 GGI Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2 22 (916) 387-0116 (� , Timber Products InsAAAMM j� q_ P.O. Box 20455 ���d Portland, OR 97220 AP P (503) 254-0204 00 P 1P�: OCT -30-00 HOW 17:26LONGFELLOA. LUMBER FAX NO, 9,1689304,40 P. 01 .00, B2 -77 m z Cy a. LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. I;AUII fllll IILIAII• 11115 VVG PIIEPAItLD FAUN CUNI'UIUI I11PU1 (10A0S d DIMENSIONS) SIIU1111I(I) BY INUSS 11111. SIRUIIGUACK �. '•(NAIL IU LEIIGER 12' U.C. I IURACED At 55' U.C.) GRACE RUIP MATERIAL \ 1135 \ 8 - IOd [UYflI BLOCK LEDGER (NAIL NAILS 10 VERTICAL II3(K) 1,.. WILOUKER IC) V/2 -10d NAILS) —GAUL' 2XD IAGOlAI — GAELE ENU — • — )RACE. - (K) SPACING FUR 113 56.0' U.C. 3-IOd REFER lU SWISON CAIALUG, C-9411-1 FIR j 15 GRACE IuILf PRODUCT AIIACIKIII SPECIFICAIIUN (AIIAC11 —1 EACII EIID A35 IN FI OIRECIIIH 2X LEDGER CQMMIN I TRUSSES SIRUNGOACK IPI) BRACED AT 55' D.C. OUTLOOKER CRITERIA _ (C) IX4 CUN111RIfRIS LATERAL BRAC114G FDR O (SI) GRACE IS IRLINGOACK ) HEHUER LONGER THAN 3.5' MAX, (N) 2X4 F. L. OR M.F. 12 OR 721. AITACH AT MIDPOINT O: EACH BRACE 1111 (G) DIP. SIP,ONGOACK BRACE 7/2-0d CCU11HUN NAILS. 17P. 1101CH 24' MAXGAULE ENA 24. O.C. �j 1.5' MAX. (S) I LEDGER e 6'O.0 HAX 0 UUILOUKER 12' Hill 24' MAX _ IN I PEAK PLATE 10 HATCH CU19CIN TRUSSES. NOTE: CIIUIROS 10 BE 2X4 FIR-LARCII 12 HMI. . (Sl l SPLICE PLATE 10 HAICII COMMON TRUSSES. HOIEI 11IIS DETAIL HAY BE USED FOR (III I (EEL PLATE 10 HAICII COMUII TRUSSES. TRUSSES Willi PITCHED O.C. ALSO. (0) OPTION 10 WED PLAIINGI USE (3)-2' VIRE STAPLES (0.1172 OIA,/15 GA.) • IDEIIAILEU IIIRU CIIURU IHIO WEB 1: 111R1I WED I1110 CIIORU ON 014E FACE FUR A ]DIAL OF 6 ITAPLES. (PI). ( SI) L (111 ) HUSI BE PLATED. (G) GABLE EIA UESIQI BASED QN 751SPIl WINO LOAD EXPOSURE 'B' AT 0-25 FT MEAN IEI01I. , PLATE MAX. WEB LENGTH 1X3• 2-0-0 2X4• U-1-0 3X4• 13-6-0 2X4 F.L. LLMOER GRADES 1111X. LEND H WIIIMXII BRACING (11) W/ SIRUNGBACK BRACE ISI STAHOAR0 5 -II -0 II -10-0 0 0 O •DAACIAO1 FAIAICAI SIMINO AN VANNIMO•AIilA010I019-111A(NA OLIOD INf1ALIL110 AND AAACINO),101. iDt-110. TSM -14110. P091,130110 01 111 1111403! ?LAI[ TC LL 30.0 PSF REF 8992 O 11 7-9-0 15-6-0 11 6 BETTER 7-9-0 15-0-0 SS 7-9-0 15-6-0 ' PLT TYP. Nave TPI -95\R Design Criteria: TPI-95(STD) 0 0 O •DAACIAO1 FAIAICAI SIMINO AN VANNIMO•AIilA010I019-111A(NA OLIOD INf1ALIL110 AND AAACINO),101. iDt-110. TSM -14110. P091,130110 01 111 1111403! ?LAI[ TC LL 30.0 PSF REF 8992 O O Ilftl101t, SII &'ONOF 10 D4., f011I 100, HA0ISD1, YI 13111), FOR SAFtl1 IAACIICLf PRIOA 10 /EN/ORNIIO IN[fL FONCIIONf. INl[ff OIN[AYI31 INDICA ILO. 10► CNOAD HALL AAF( IAO/IALT AIIACNED 3140CIURAL PANELS, 11011011 CROAD O��OIESS/QNB �1, �t ti�� ,`�'`1F W. y TC DL 15.0 PSF DATE 03/19/98 . Q Q SNAIL NAI[ A FOOPIALT AIIACN[0 11010 ClItIlo, '•IHPOAIANI•• FDRNISN A COPY OF INIf DC DL PSF DESIGN 10 IN( INfIAtLAIIGA CONINACIOA. ALPINE 1N01Nt[ALO 1IODOCIf, INC, !111111 101 °�` DRW CD112 PINE 1[ AEfIONflll[ iO4 AIT OETIA1101 FROM INIf DESIGNS A11 FAItOAt 10 InlO SNL ousts U CDIFaMAIct Nt11 INE GA iA111CA1110, 4AIO11.0, !.111110, 11SIALM101 OA 119 :o DC LL 0.0 PSF �-TR IAACEIo OF imus. IRIS 09SIOS CONfOINS V11 MPIICAIIE PROVISION$ OF 103 (IAIIONAI &[SIGN AND 011 AND IFI. ALPINE OI /MADE IIOOA of IASIM * * TOT.LD. 50:0 PSF SEAN - 25458 USSCONNICIOASSPICIFICAI( All OF Ait$AOR31AGALT. 3111LEST 11[NC[P1IASINOI(O. APPLY CONN[C10RS 10 DRAWINGS 130. 1ISOSAND AND fin I/ORA`FS: OANLAVISt 110111[A'SIto S[Al IOININISEORAYINOOSillog ff CIVIL �� �Of OUR. FAC. 1;15 FROM POC APPLIESCONLY 10 TNI DESIGN CAIII� Of IN[ INCH OEPICIIO NIIL AID $1 1A 101 It ALLIED UPON 11 ANY OIN[A NAT. SPAC I NG CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS'LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T -BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLD ALTERNATIVE BRACING .' SIZE BRACING T OR L -BRACE • SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X8 2-2X4 2X6 I ROW 2X4 1-2X8 2X6 2 ROWS 2X6 2-2X4(*) 2X6 1 ROW 2X6 - 1-2X6 2X6 2 ROWS 2X6•` '. 2-2X8(*) T -BRACE, L -BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON. ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH `.; FACE OF WEB. Y ANT- FURNISH A PRODUCTS, INC. SI TO BUILD THE I INSTALLING AND (NATIONAL DESIGD AND TPI. ALPINE APPLY CONNECTOR Z. THE SEA Y SOLELY INENT FOR ANSI/TPI 1- T -BRACING LL OR . L -BRACING: REF CLB SUBST. APPLY TO EITHER SIDE OF WED T-DRACE DL NARROW FACE OR DATE 06/25/99 L -BRACE DL ATTACH WITH 18d NAILS AT 6" O.C. DRWG BRCLBSUB0699 BRACE IS A MINIMUM 60% OF WEB MEMBER LENGTH T -BRACE L -BRACE SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. .'ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH COMPONENT VUILDING RIGI QQ.OFESSIO,yw IS DRAWING REPLACES DRAWING 579,640 ���� ��' y�. LL PSF REF CLB SUBST. r DL PSF DATE 06/25/99 o.0 S . DL PSF DRWG BRCLBSUB0699 / LL PSF -ENG MLH KAR CIT ��Q, T -LD. PSF FOF CA�lEO�` DUR.FAC. SPACING muss nn Ac lm;/u111cK111G urIAIt MIS UNG Pnll'Anto rnuti cullrultn IIIPut uuAUC A nimitea.,,,., r • 11ilXiS 1111ACIlil/111-0(:KLNU DETAIL (AT MII11111r) IIUIEI I111ACIIJO U[SIl111;0 lu DFAUILIZE IIIIISSES, AIAI HAS IJOf UEEN I>CSIGItU 1D I1cSISt LATEIjAL SIIEIUI Lops (A) 2X4 13 IIE11-Fill 011'IIEIIEII CONIIIIUUtIS LATERAL OHACIIIJ 10 IIE EQUALLY SPAM. A11ACI1 •NIM (2)-16d NAILS. UnAGIM MATERIAL 10 BE SUPPLIED AM ATIACIIL•0 Al U0111 EIUS 10 A SUITAOLE SUPPORT IIY ERECTI011 COIIIIIACIOn. , II (N) IIEIOIIr OF 1811,48 AT suPpoilT. 1. 1NO SECTION S -S n muss I ---•••••- .v .nvaa firm. (D) 2X4 II.F. O.C. ATTACII 13 Oil DE"En �IA0101152�L BRACE. AI=PLY In PAIRS AT 16-0-o (T) - 1RUSSES 10 EACII OVERLAPP11" TRUSS USI110 :. BRACE INT BE (x) -16d 11.11.13 AS SIIOW11. OF VE11TICAL. LOCAIEU 011 MISER FACLt (P) 611LIA1111N0 APPLIED 10 TOP CHORD. . ' (L) LOADS AS 111UICAIEU 011 1nUSS OESIGII. (MI) IF TRUSS IIEIGIIr AT SUPPORT IS 'U.O" 011 LESS, DIACOIIIILS 1101 AE�QU1nE0. 9 ■ APPROXI 45' (I10) I)LOCKINU TO O011014 Cllr VD OVER SUPPORT, II.F. 13 011 RE11ER 2X SIZE P.li ITP. Nave OF 0011014 CIIURO. IPI -95 ' Q O Iles IgR Criteria: 1111 95 To 10.20 Q ••19011"°•• haul Atolht A o nl cu / AIA U o1: oileCl■a, hti►jia,`11' 113th(. ilcile CA 0 A 1111. Io ■11•'1 (IAoe111/ 1111x1111/ Aho /.Athol, 11111(110 It 111 � h......1. 111 0*eaorlo at.. Ml( 101. 11901301, it Illi'. 11 1010i 116911JJ PIAIIoq ►113013113 TC LL REF 8427 O eoff 10 Q10(ESS10 hUl Int11011. 131111 1111111131 IAe 1tAl U, lot 11oae 11x11 IAII /4011111 MAIRI0 Q I....... ►11(11, IeUoe t"OAe VIAll. halt A ►/011411 ' • �(,o IC OL OAIE • O A.LPIN�," AIIAC"1° A101a (little, ';� a..11`"1::. 11111'�01 11°:11►0h11�11 101"I-T'�1 110 `l�ON 1�I1 0111 :;'i;;°`►.ii:�i` ie° 1.11. 'o. OC til (� ) 1/(2/94 . . lal 1(01111 11 (Oa/eAMAIC1 rllr 1►11 01 l9111tA111O. lalen ,11,11/0. All1Al1A1101 1 luthi or 1101'1'• hit 011111 toare1111 1111 A►►IICAIIt ►so1111o1' L L at 101 INA11o0A1 OUIO. 10nallies'''II("ao1'Or°IIt1'A1111"All)Ab 104911 cell &All•`Illll!lll'AI'10119. [iv. 61'7!10► .� Tor.ln: . (� n n A►►10 to111(lo11TRUS� 1913 rill o► 11711. Igo Inll'1 01"hrl'1 leca111 ON IU) 011lp, ►ollllo° tea►IC1011 ►11 * CiY1� �! Olivetti1711 0-1 Ila.11tl M. II( I.1 III A.►. A. 14(1.11(•1 It's at 1.1' 11i111JAC. Rnlf 3,040,634 11.'11.0.,►111, 11111 to Uhl 01,1110 —1 0� ►.� lI►�� 111, 11 ��e .�A� 9n� ,.11� Ie_� �� l�l �le e►CI_A1 - ` or ci• cA tlffl / clfc A1� e�1�1 .A►. -- -- - _-SPACINII SCC AIIOVC tN RW1003-GILNORE /NORWICH - Al 15'6" COM) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. .Tv^,D CHORD 2x4 DF -L1 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE CHORD 2x4 OF -L 1 TC 0 24.00" OC, BC 0 72.00" OC.'. WEBS 20 DF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD., I%=Ft."ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. Lrl W4X4 e ` 6 W1. 5X4 s� fF W1.5X4 6 r— -^) 6 ,wW3X8 W2X6(Al) a x WZX6(Al) a z 1-2-0-a w L,. -2-0-0-.j 7-9 0 ' 7 - 9 0 py ��PA RTMN f 15-6-0 Over 2 Supports 'I R-957 W-3.5 R-957 W-3.5 N - Cr Desi n Criteria: TPI STD 19.Ob2 CA - 1 - - - F Scale -.375"/Ft. o PLT TYP. Wave TPI -95 R TC LL 33.5 PSF REF R427--46314 p ••YARNING•'• TRUSSES REQUIRE INTRWE CME IN FABRICATION, HANDLING. SNIPPl1G, INSTALL IND MO C= OUCIRG• REFER 10 N1B•91 (MMDLING INSTALLING MD BRACING). POBLISBCD BY TPI ' Cl US PLAT! r. - TC DL 10.0 PSF DATE 10/04/00 CV - USTIriTE. 693 TO MISLAID DR.. 391TE 200. RADISOI. YI 6)719). FOR SAFCTT PRACTICES PRIOR 10 N, PERFORIIIIR THESE FNRCTIONS. URLESS OTMERYIiI INDICATED, TOP CHORD SYAII HAVE PROPERLY ATTACKED i f CA=; , STROCIINAL PMELS, BOTTOM CHORD SMALL BA►C A PROPERLY ATTACKED RIGID CEILIR6. ••IMPORTANT`• ►URNISN A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE (N6EIEERIO. wL BC .DL- - 7.0 PSF DRW CAUSR427 OD276035 PRODUCTS. INC. SIIALL NOT BE RESPONSIBLE PON MY DEVIATION FRON THIS DISCON; MT ALLINFAILUCC TD. 1Gr• BC LL 0.0 PSF CA -ENG TSB/GWH E-+ ` BOILO iRf riN35lS 11 ODUFORMANCE VITN TPI. 01 FAONICATINO. YMDLt19, SHIPPING. IH31ALllNN MD V A T I�'C "ACING D/ ROSSSIS. THIS DESIGN CONFORMS WITH APPLICA911 PROVISIONS OF ROS (NATIONAL DESIGR ,� TOT.LD. 50.5 PSF ' SEON - 25709 C= ALP111 N E SM, IFICATIO1 PUBLISNED BY THE AMERICAN FOREST AND PAPER ASSOCIATION: AND TPI.` ALPINE + CON►[C10Rf ARE MADE OF B06A ASTM A663 SA40 GALT, STEEL. IICIPT AS NOTED.` APPLY C011CCT011S TO EACH FACE OF TRUSS. An UILEii OTHERVLSE LOCATED 01 THIS OIS16N. POSITION CONNECTORS PEN DURJAC. 1.15 FROM GA ORAVINLS LBO A•2. THE $CAL 01 THIS DRANING INDICATES ACCEPTANCE OF PROFISSIQIAL ENSINEIRING REStORi1BILtiY SOLELY FON ri[ TINS! COMOKNT OESlG1 "DUN' THE SUITABILITF AND US( OF THIS , 11 SPACING 24.0" �SLG� ,� ` COMPOIEIT FOR MY PARTICULAR BUILDING IS INC RESPONSIBILITY Of THE BO(lDIN6 DESIGNER. PER - ANSIlTPI 1.1995 SECTION L. �. (U) -291# UPLIFT COIINEC310H REDUIRED. rn W3X6-- 0 x W3X6 S i 6 r- r - u t� (8) T2 Elf" lllll�l�l�l� 1 Cn (M RN1DD3-QILMORE /NORWICH- NCRW1003- GILMORE J"P6E_1 B1•) TRLS QItG PREPAREQ FROM f.ONPu(ER INPUT {10AD5 6 DlNENSIORS) SU&41TTE0 By TRUSS HFR." O TOP CHORD 2X4 DF -L #1 :T2 2116 OF -1. 12: -�� SEE DWGS TCFILLER0699 AND BCFILLER0699.FOR FILLIP DETAILS. ' O _s0'r.01000 2X4 DF -L #I �T WEBS 20 DF -L Standard SEE DWG GBLLETIK0G99 FOR MORE REQUIREMENTS. 6 C3 31-070 Over 2 Supports —� 1 DILATES TESIGNEO FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. LATERALLY BRACE TC BELOW FILLER AT 24.00' OC. R-1452 N-3.5' R=331 PLF N-15-9-8 I(G) THIS AREA OF THE TRUSS 15 DESIGNED TO SUPPORT 24- OUTLOOKERS IN LIEU Of STRUCTURAL PANELS UR RIGID CEILING USE PURLINS: TO BRALE TC ti AND SIDING LOAD IN FILL AREA NOT TO EXCEED 10 PSP ON DOE FACE. 9 24.00' OC, SC 0 72.00. OC. PLT TYP. Wave TPJ -95 RDesi n Criteria: TPI STD N I ao Cn / �9A911196^ 14ISE5 SLU►IRI INROK [N 14 PAINICAT 01. NANDLI 5117►INO. 195TKILIA0 A110 0t IrlMTE .. . I.n rRANSFERS 50.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORTS) WHERE DEFLECTION MEETS L/240.00 LIVE AND L/180.DD TOTAL LOAD. retrORU1HN 11111 rUNC1101S. NILESS 01SC1N15F Ip1CAT[D. TOP COUND STILL. "WE ►ROPFAtT A1TACK0 o INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF I n N ca �AECORD. ((DRAG TRUSS>> 10 PSF BC LIVE LOAD PER UBC.I --IwoNTAIFT`• rVINISS ► LOOT OF THIS DESIGN 70 TIC LPSTALLATI9N CNNIIACIGH. /t rot DIVIATIDR FIT" TRIS :SIU AN ►Att�('�O a C •• THE KAXIOUM HORIZONTAL REACTION IS 1654 •• (8) 1N LIEU DF RIGID SHEATHING. TOP C,YMD TO BE BRACED BY PR to. w. SDLLL Nor AESPONSI91F AOT 99919 TIF IA613ts NCOIfoamuct 14TH TPI: CA IAmirAtmG, 9A90L-1. 514"'99. IMAIL ING At DISK O ALPINE C. PROPERLY ATTACHED PURLINS @24.00' UC - 0> rn SrFCIFICAt101 PNILISIIM 1t TIL AIK\ICM FOARST AD ►ALR ASSDCIA110) fATYPT 1D1[D. APRT CWLCIO►5 l0 CL 25 2D0D * A C7 �) �. (U) -291# UPLIFT COIINEC310H REDUIRED. rn W3X6-- 0 x W3X6 S i 6 r- r - u t� (8) T2 Elf" lllll�l�l�l� 1 Cn w ' O51(4(A2) W W2.SY40 �e z W3X6 (U) - O ��. �T 15-6-0 pi 6 C3 31-070 Over 2 Supports —� 1 R-1452 N-3.5' R=331 PLF N-15-9-8 Rh -+/-104.5 PLF OVER FULL LENGTH SHEARWALL . ti Note: All Plates Are W1.5X4 Except As Shown. CQ PLT TYP. Wave TPJ -95 RDesi n Criteria: TPI STD N I �9A911196^ 14ISE5 SLU►IRI INROK [N 14 PAINICAT 01. NANDLI 5117►INO. 195TKILIA0 A110 0t IrlMTE w/y ,_, 1.lACINt. NtFFii 10 911-91 (IAAOLIRG IAGIAtLIK AID G9ACTIG). ►09115i1D (TIUSI IASTINII. 317 0.009FRI0 DR.. SUIT[ 100. NADISDA. 11 S7719). 101 Slrtri FIIACTICEs r110N TU �sY_ ir �. retrORU1HN 11111 rUNC1101S. NILESS 01SC1N15F Ip1CAT[D. TOP COUND STILL. "WE ►ROPFAtT A1TACK0 2 n N sr10nORAL RANKS. UOn011 C1F10 SWLLL. HAVE A PROPUL'T ATTACK 91910 CtILt90. ALPlle t -t --IwoNTAIFT`• rVINISS ► LOOT OF THIS DESIGN 70 TIC LPSTALLATI9N CNNIIACIGH. /t rot DIVIATIDR FIT" TRIS :SIU AN ►Att�('�O N S C 1.[i N PR to. w. SDLLL Nor AESPONSI91F AOT 99919 TIF IA613ts NCOIfoamuct 14TH TPI: CA IAmirAtmG, 9A90L-1. 514"'99. IMAIL ING At DISK O ALPINE SSACING OF IADSIES. T91S DESIGN CDIFOSHf .ITT ArrLICASIE 4101'S/0E Or IDS DNAT101At ANO TPI. ALVIN[ SrFCIFICAt101 PNILISIIM 1t TIL AIK\ICM FOARST AD ►ALR ASSDCIA110) fATYPT 1D1[D. APRT CWLCIO►5 l0 CL 25 2D0D * A C7 �) u"LaORs ARt IAOI Ot !04 Ai. A/SS RAAO auV. 111(1 . AS [Aa CALL 1r AIO wt[s5 rTHl.YIRE l0C[Tp a Tx1S 0[LLG1. OOT RINK m9NF[TMS 0 Cy') M"S. tI pRAIIGS 140 A•I. IAL $t A' vo TN1S ORANIII IID KATl$ ACCAPTANCI Or IIMcutomt LKl1[UTAR 499 M 1117: I �4WP RFSP09S11It1TT SOLELY RR TO( TIOSS C:OP/.F11 DESIGN :9099. 161 SUITABILITY Ns[ CDOGNINT TOA ATI OAATICIRAA W{IDING IS TRI RFSPDICLILITV GF III 1011DISC CESIUM, PEA . /A CT`` Gj 89asmed4G N71/TPI &'LOSS SCCTIW ►. (D CA - 1 - F Scale -.1875' Ft. TC LL 33.5 PSF REF Rd27--65254 TC DL 10.0 ?SF DATE 1D/25/00 8C OL 7.0 PSF DRN CAUSA427 00299054 BC LL 0.0 PSF CA -ENG GTP/GWH TOT.LD. 50.5 DSF SEON 23496 UR.FAC. 1.15 FROM GA SPACING 24.0• T THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 11 DIMENSIONS) SUBMITTED BY TRUSS MFR. (KORW1003-GILMORE / NORM CH - B2 31' COMM) TAD CHORD 2x4 DF -L IN LIEU OF -STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE 18Bet. 1 TC @ 24.00' OC. BC 0 72.00" OC. CHORD 2x4 DF -L #1 oho NESS 2x4 OF -L Standard DEFLECTION MEETS 1./240.00 LIVE AND L/180.00 TOTAL LOAD. �rhATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC_LIVE LOAD PER UBC. 48-0-0 zm W2.5X4 N3X8 W2. ® a W2.5X4 5X4 () Al o v W2.5X4(A1) c ti W3X6 0 x - Q I�15-6 02 15-6-0' J 31-0-0 Over 3 Supports - R -2056 W-3.5' " R-529 R-720 W-3.5'0 S Cli of PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD 1 CA - 1 - - - F Scale -.1875" Ft 'VARNIfiG*• TRUSSES--0O-RE EITRENE CARE It FABRICA ION. NAOVLIRS. SNIPPING,. 10STALl11G AND '- TC LL 33.5 PSF REF R427--46316 • pNACIAG. REFER TO 018.91 (HARDLINt INSTALLING AND BRACISS). POBLISHED By TPI (TROTS FIATI TC DL 10.0 PSF DATE 10/04/00 CV INSTITUTE. -S03 O'ON0INI0 OR.. SI1TF t00. MAD150N, YI 6 3 119). FOR SAFETY PRACTICES PRIOR TO 1ER/Ot11ING THESE /ONCi IORt. OILESS OTNERWSSE INDICATED, TOP troND SNALI BATE PROPERLY ATTAINED BC DL 7.0 PSF DRW CAUSR427 00278040 t,p STRUCTURAL PANELS, BOT101H tN01HD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. . A ` •IMKRTANr• FUNNISH A COPT D► THIS OFStGt TO TWE INSTALLATION CONHIS 015101. HART FAILURE TO BC LL O.0 PSF CA -ENG TSB/GWH PRODttTS. INC- SHALL NOT BE RESPONSIBLE FOR All DE9IAT[Op FROM THIS DlSlit: MT FAILORE AND E-i `• BDILD THE TRUSSES IN CONFORMANCE plrm TPI: OR iARRICATIBi, PROVISION SHIPPING -USC IN AOV V tNACINB or TRUSSES. THIS DISIGN CONFORRS WRN APPLICABLE PROVISIONS Of NDS (IATIONAI DESIGN•• _ �' TOT.LD. 50.5 PSF !EON - 25686 A L P I N E S►RCI►ICATtOt PUBLISHED By TNI ANERICAN FOREST AMC PAPER ASSOCIATION) AND TPI- ALPINE 'R f - 14 CO� EC�SOARE NAD E Br TRISS. � oONI(if �IAI[RYlit iouTED ONETgSEOESIWKCEPY ASPOSITION CONNECTORS )TED. APPLY NPER RS �"J �. DUR.FAC. 1.15 FROM - GA ,L ppca FAS 100 A.I. THE SEAT OA THIS OtAtlti INDICATES ACCEPTANCE OF PROFESSIONAL INTI NEFRitG ' MoineFAguwod,bob"I0C�• C"olENTIFDA ANY LPARTICULAR BUILDINGELY FOR TRE TRUSS GISOTRETRESPONSISIGN BILITTOf TBE OU 01 LOIN rAe,LtiEI�GNFi�rii ThIB�' SPACING 24.0' ( ft mimul0.CA"828 ANSIRPt 1.1996 SECTION 2. ,unDuinn4 IMnRF I NORWICH - B2A 31' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ;:W.' GMUKU,ZX% ur-t. $Amuc,.-- , �' CHORD 2x4 DF -L #1 IN ' t, IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE o WEBS 2x4 DF -L Standard TC 0 24.00 OC, BC.0 72.00 OC. IpPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. j c`I PSF BC LIVE LOAD PER UBC, s Ir'* TUTt TDNtt TS NOT SYMMETRIC -- INSTALL AS SHOWN * �' W4X4(R) W2.5X4 f rn - 6 l W6X4 (R) $ . 6 I- o (A) 0 w +-0=0 a w W4X6 >s W3X8>= W1.5X4 11 Wz. W2.5X4(A1) ' W3X6(A1) z W2.5X4 II W3X6 s w 2-0-0 cL. co 15 6-0 I 15-6-0 - —1 ,. �I WNG I 31-0-0 Over 2 SupportsP�i OER' ►I�. . "R-2070 W -3.5 R-1409 W-3.5' 'A LC3 o r Desi n Criteria: TPI STD 1 CA/ -]I - - - F Scale -.1875"/Ft. o PLT TYP. Wave TPI -•95 R TC LL 33.5 PSF REF R427--46317 O •MARNIR6" TRUSSES REQUIRE [1TIEli[ CME TN FA611CAT10M, LAOOlINB, SIIPPII6. INSTALL ILO AND . o BRACING. Rff(R TO HI6•N1 (HANDLING INSTALLING AND eRACINa), ►OBUSNEO Of TPI (TRUSS PLATE TC OL ' 10.0 PSF DATE 10/04/00 INSTITUTE. 667 0'010/RID DR., SOITL f00, NADIS01. YI 13T1P). EOR SAFETY PIIAttICE! PRIOR TO PEIIfQRNIN6 THESE T11ttIDNf. UNl[f5 OTN[IYISE INDICATED, TOP CH010 f6ul NAFE PROPEIIT ATTACHED t ca - STRUCTURAL PANELS. BOTTOM CHORD SIIAII RATE A PROPE6LY ATTACHED RIGID CEILING. • ^IMPORTANT^ /URIISN ACOPY Of TNIE DES.- TO THE 1NSTAlLATiOI CONTRACTOR. ALPINE EICt1E[NED. 6 ' BC DL 1.0 PSF DRW tAU5R427 00278037 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FDR ANT D[n11noN r1DM TNIE DESI6fI ANY fAnw[ TD.'' '- BC LL 0.0 PSF CA -ENG TSB/GWH [: 601LD TN[ To 1N COIIfOIMANCI NITM TPI: OR FABRICATING NAIDLIIIG, S11llPlIG, INSTAlliN6 ARD ALPINE BRACING 0/ nOSSLS. THIS DESIGN CONFORMS NITM APPIICARI[ 1f0113lONS Of NOf (NATIONAL DESIGN TOT. LD. 50.5 PSF SEON - 25664 C=, SPECI/LCATIOI PONLISNED 0Y TN[ MEfICAN SOREST AND PAPER ASSOCIATIOR) An TPI. ALPINE COEC IS ME MAD[ Of E08A ASIR AISS GR40 Uti. STEEL, EICE►T AS NOTED. AV PLT CONNECTORS TO EACH FACE.DF TRUSS. AND UNLESS OTRERNISE LOCATED 06 THIS DES16N, POSITION COLIECTORS PER i ORAYIAGS 160 A•t. THE SW DR THIS DRAWING 110,CATES ACCEPTANCE OF PROF[ SS101AL ENGINEERING - M DUR.FAC. 1.15 FROM GA RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNOHI- THE SU17ABulrl ABC USE of THIS . fAl $PACING 24.0' A �9prns , hw, CCOOMPONENTIFORPANS[CTIOICt u BUILDING 13 THE RESPONSIBILITY OF TOE BUILDING DESIGNER. PER rn MnRF I NORWICH - B2B 31' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. SPACED ON MEMBER (A) CONTINUOUS LATERAL BRACING EQUALLY ' !"P CHORD 2z4 DF-LlABet. o T•CHORD 2x4 DF -L #1 OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ---• IN LIEU WEBS 2x4.DF-L Standard a". TC @ 24.00" OC, BC ® 72.00" OC. '['LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. t DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. � FT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 10 PSF BC,LIVE LOAD PER UBC. LCI), 'W4X4,0 W4X4 116v 6 I--' W2.5X4 4a, -� 6 ' 7-2-7 (A) i A W -+S- 0-0 .. a W W1.5X4 M W1.5X4 IN W3X8 a N2X6(Al) e . L,2 0-04,1'" ° +r 15-6-0 '..� .;,.umD g■ `- �p�,•,pp_�� 17-3-8 Over 2'Supports-A R-845 W-3.5' R-1075 W-3.5" EWA PRO VF `'' CAI -11L= - - F + Scale -.25-/Ft. o Des1gin Criteria: TPI STD PLT TYP. Wave TPI -95 R REQUIRE is 1111.11 CARE fa fABR1CAT10N. pAWDLIlO SIIP►I16, 11fTA11186 A® 1 TC LL_, 33.5 PSF REF R427--46318 O - O N - -. r•WIRRING^ TRUSSES BNAcIEG. REFIR TO 110.91 (NAIDLING INSTALLING AND BRACING). POBLISHlD BY TPl (ROSS PLAT[ INSTITUTL SOS D'OIOFRID DR.. SUITE [00. MADISON, WT $3119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE BEST FONCTI013. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PRDPERLI ATTACHED A PROPERLY ATTACKED ON CD TRACTOR. ` 'f TC DL ^3�' 10.0 PSF " , � 7.0 PSF DATE 10/04/00 DRN CAUSR427. 00278041 Ca ' • STRUCTORAL PANELS. BOTTOM CKORD SMALL UTE •IMPORTANT'• fuRusM A COPT OF TNAT D[SICII TO 711E INSTALLATION CONTRACTOR- ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE E01 ANY DEVIATION FROM THIS OEII61; 'ANY FAILORE TO _ FABRICATING, HANDLING. SRI►Pltli, IISTALLRB AND „I 6 � BC DL.. ,• gC LL ` 0.0 PSF CA ° ENG TSB /GWH C_ V C= A LP I N E BUILD TRT BOSSES IN CONFORMANCE WITH TPI: Oa NUACIRi OF BOSSES. THIS DtSIGI CONFORMS WITH APPLICAILE PROVIS1043 Of ROS (NATIONAL DESIGN": PWBLISNED.BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AID TPI. ALPINE TO TOT.LO. 50.5 PSF TOT.FAC. 0.J5 SEAN - 25666 :• SPECIFICATION COINETTOIS ARE MADE OF 10GA AST" ASS3 61140 GALE. STEIL, EXCEPT AS HMO. APPLY CONNECTORS EACH FAC[ Of TRUSS. AND 011tff OTtlE1VlSt LOCATED ON TWOS DESIiII. E Of IONPRO ESSIONAL I PER ACCEPTANCE Of PROFESSIONAL TONAL LW61Of FROM GA DIAVIN65 160 A -X. THE SEAL ON THIS DRAWING 1101CATES THIS nrC1AN CROWN. BE SUITABILITY AND OSE 0/ THIS -" _^ • w n n - wtNORY1003-GILMORE I NORWICH - 112C 31' COMN) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. •• —•--___ �P CHORD 2x4 DF -L ldBet. ... � -.. -••-_•_••----_ .. T CHORD 2x4 DF -L $1 TC 0 24.00' OC. BC ®72.00° OC. WEBS 2x4 DF -L Standard •'4 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SlLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 30 PSF BC LIVE LOAD PER UBC. ---''* THIS TRUSS IS NOT SYMMETRIC INSTALL AS SHOWN *"* • C— C- 4 . • LC) O z t • W5X4e W2.5X4 At W5X4 (R) -4 W1.5X4 43 r� W1.5X4 � 6 r - 6 V LY. _ W3X10ra W2.5X4 - z N2.5X4(A1) W4X4(R) N z , W3X6!m w w W4X4 (AL) = i cw: 0 (c�9-1-12—� .� —1 ( 15-6-0 � 15-6-0 31-0-0 Over 3 Supports } R-256 R-1824 N-3.5'. R-1225 N-3.5- < In C=D PLT TYP. Wave TPI -95 R Desi n Criteria: TPI ST19 D QhZ p--VARRIHG"' TRUSSES REQUIRE EXTREME CAAE TO FABRICATION, RANKING, SNIPPING, INSTALLING AND FE I • C BtACII9. REFER TO 11111.91 (HANDLNG INSTALLING AND AXACINS). PUBLISRED BY TPI (TRUSS PLATE NINSTtTYTl. S93 D'ONOfRIO Dl.. SOTE f00. RAOISON. VI S370). FOR SAFETY PRACTICES PRIOR TO _ ST:FOARM THESE INACTIONS. UNLESS OTHERNI. INDICATED. TO' CHORD SHAIt HAVE PROPERLY ATTACHED ' CD STRUCTURAL PANELS. BUTTON CUM SMALL HAVE A PROPERLY ATTACHED R1AID CEILING. 6 , 'IMPORTART-` FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION COSTRRCTOR. ALPINE ENGINEERED PRODOCF3. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM iNlf DE3I6B; ANY FAILIRE TO >o d 'c- w BUILD TOE TRUSSES IN CONFORMANCE VITA T►11 02 FABRICATING, HANDLING. SHIPPING, INSTALLING AND V BRACING OF TRUSSES. THIS DESIGN COBIOINS VITR APPLICABLE PROVISIONS Of NDS (NATIONAL DISIGN . O a A L P I N E SPECIFICATION PUBLISNlD BY THE AMERICA: FOREST AMD PAPEA ASSOCIATION) AND TP1. ALPINE CORNECTOAS ARE MADE OF FORA A3TN A553 SXLO GALY. STEEL. INCEPT AS NOTED. APPLY CONTECTONS TO EACH FACE OF TROS1. AND ONLEfS OTHERWISE LOCATED ON THIS DESIGN, POSITIOR CONNECTORS PEI • DIIAYINif 160 A•1- THE SEAL O1 INIS DRAWING INDICATES ACCEPTANCE OF PROIESSIONAI [NGINf FXINS REfPONS1SILITT SOLELY FDA TME TRUSS COMPONEBT DESIGN SHOWN. THE SUI IAS[LITf AND OS[ Of THIS Alpinen&=,dPA 9I'• COMPONENT (ON ANY PARTICULAR BU1lDENi 13 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER $BCi®ImD74 ANtI (TPI 1.1995 SECTION t. CA - 1 - - - F Scale -.1875'/Ft. TC LL TC DL BC DL BC' LL ' TOT.LO. 33.5 10.0 7.0 0.0 50.5 PSF PSF PSF PSF PSE REF R427--46321 DATE 10/04/00 DRN CAUSR427 00278043 CA -ENG TSB/GWH SEAN - 25690 DUR.FAC. 1.15 FROM GA SPACING 24.0" (ILORW1003-GTLMORE / NORNICII - NORVIO03••GILMORE /87.11 31' ") IBIS DYG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MGR. TOP CHORD 2x4 OF -L $1dBet. "* THE MAXIMUM HORIZONTAL REACTION IS 1253.96; BBOT. CHORD 2x6 DF -L 12 - Lr6 WEBS 2x4 OF -L Steodard (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. a N Z. PLATES DESIGNED fOR GREEN LUMBER PER MOS -97 TABLE 7.3.3. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC e<: @ 24.00' OC. BC A 72.00` Ot. `DEFLECTION MEETS L/240.00 LIVE AND L/180.00 70TAL LOAD. . m 10 PSF BC LIVE LOAD PER UBC. ALEFT END VERTICAL MAY NOT BE EXPOSED TO MIND PRESSURE. ✓ TRUSS TRANSFERS 65.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORTS) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE•DESIGNED ST ENGINEER OF,RECDRO. W4X40 W4X4a C:> cn 6 r - a> W2:5X4 4 z ,C a -n 6 y w J•t-7 - r 1 I cn (A) U 1� a W2':5X4 0 W3X 10 b11 .5X4 i w �1 `13X8 (Al) a . m cEa 2 O 17-3-B Over 2 Supports = j •-� I R�957 M-3.5' •^•,t%� amp . - Rt -1254/-1254 rn PLT TYP. Wave 1P1-95 R Design Criteria: TPI STD CAI -111 -/-/-IF Seale ••yAr1t/1R0 TRDsSES ICOIIRT t/frM CAR as rAOR1NTIOS. "10LIRt. SltrrtRG. IQi//Urr6 AID 6r A/:I Ru. RtItA ID 1[R•fl (RAICt UE In:AIIIAf ARD s"cIM7, nSlrtrt0 lT lrl (I11S1 PLRI( pW W. TC LL 33.5 PSF REF 1427- 65255,` t~ ' �� ItST1T01F. %63(D' OIof.010 DA.. 3117E MO. MADISON. •1 6711.01. FOR SAFE" IRACTICES TRIM TO 1 r ^ " 94 "11601S. Ratf)S OTQEARIsr I1DItrtEO. TOP tH"D SiALt wrt nwtnt A1rACSID p1r q TC DL 10.0 PSF DATE 10/25/00 L cl) - x�AUCTVAAL ►AEts, 161T*" WINDOW" NtI A 1`10110.1 ATT.. RIGID Cfills. . O •11ODIDUS. Joe. SRsittIIRDr N "cl4ro floltOf0R1 IMi.Sg6S"I 10 1C111M10e +1111 TM ST�OII: AIR fAILVICC 10 BC DL 7.0 PSF DRAI CAUSRe27 oDQe9Dsr N 1 ILD rt( TRIMS n CHFGl N.0sf WT" rr,: 0 sAR.0la1116. "10LIK. U11OP61a. TRfTAL1.10 U BC LL 0.0 PSF CA -ENG GTP/GWR 11AClr V TaUSSE1. Tnts OtSICA COIrOUS WAR "KICA.0U 1Rr+1SIOPS of IDT ("11611" CEU6 00 ALPINE Sim ncirtox ri issis or TRI m "Icm rGoisr am 6Ano mora m) ARD m. ALP11ti Oct 25 .2000 _ I r-> C1l111CICAS ARE RADE 1f ROD ARIA A613 SILO MLI. 5TIAl, IRCIrT Al AOTEO- A1ni CORCCINS 10 * TOT.LD . 50.5 PSF SEQN - 13314 C> cAu ►CC[ 6r TROSi, 1I WIAL s TIJ& O" c0UrI0 IC THIS OESIOE. IOf IIfA 1711Y[tt0" n0. ,...r DUR.FAC.. 1.15 FROM GA _ I - I A.01RAC IuIr CO ARI. Tc[ SIAL Oa Trli O"a111G Iso 9 T I.AUln.stl ;l iM 4211111At frItlEfRTrD �trs1. CI Alpne DtodOcK. Tn6- C�OiiRTI 1111 Ul FMIC6111 6111111110. IS 1115roASIRI�LITT s IS. rnII VVILOINGlOESiIM.- rillll. THISOpp - E-•' CA Y5 AL111171 1.6»5 Srcrinl I. - SPACING 24.0' U O (NORM1063-GI1.14DRE I NORWICH - NORN10_03--GiLMORE /82G 31' *) TMS$ ONG PRCPAt10 FROM COMPUTER INPUT CIMS L DIMENSIONS) SIONIETED By IRUSS MFR - C:) TOP C"00 2K4 DF -L 416Bet. 2 Complete Trusses Required. � + DO' T•CHORO 2x6 DF -L $2 :07. 21r4 DF -L 41: WEBS 2x4 OF•L Standard NAILING SCHEDULE: (0.131x3."_na11S) C-, TOP CHORD: ] ROM 0 12" o.c_ _ -l'LATES OESIGKEO FUR GREEN L614HER PER NOS -97 TABLE 7.3.3. BOT CHORD: 1 ROW e 12" *.c. WEBS 1 ROM 8 4' a.c. 1'• THE MAXIMUM HORIZONTAL REACTION IS 3500.45f** / USE EQUAL SPACIRS BETWEEN ROWS AND STAGGER NAILS < 14 EACH ROW TO AVOID SPLITTIND. (A) CONTINUOUS LATERAL-BRACINGEQUALLY SPACED ON MEMBER, CC) 10 LIEU -OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC o )EFLECTION METS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 0 24.00' OC, 8C 0 72.00- OC. �Ur TRUSS TRANSFERS 100. 0D PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT($) 10 PSF BC LIVE LOAD PER -08C. WHERE INDICATED. DIAPHRAGN AND CONNECTIONS ARE in BE DESIGNED BY � ENGINEER OF RECORD. A•`•*•+*"aD0 NOT TURNco TRUSS END FOR ENDr4�*�►4*4e rn , T QA W5X6 cQ W3X4 _ 112.5X4 WSX4(R) 6 r 6 N t� •' C" A. B -0-D Esa w. M3X4(A1) i W 4 R! W4X6c 2 w1.5X4 N W5X4(A2)-Ea f W3X9 S x W5X4- o t -o-0 tL 0�0j .� w =-5-0-0—� _ >w n 15.6-0_ v CD I 31-0-0 Over 2 SOppOrLs R-3125 N�3.S' RA -3500/-3500 R�2�61 W 3.5" - c -I o�� PLT IYP. Wave TPI 95 k Desi n Crlterta: TPI(STD CA 1 - F Scale -.1875-/Ft. cn -•1AR11Ro-• I1/E;[3 R�O1EE IhIIRr CAO[ To 'AUICATIIR. A NOL e . SN1rr1I1. 143TALLnc A10 - TC LL 33.5 PSF REF R427--65256 [` n DOALirt. Arm TO MIO II [IAmtI IC U:U%LtAO ANI OWING). FIILISOEO 1T TPI ORWI FLA11 „�pr •4 •--• [7 IRS lion SOS 0'0141110 CO.. 31171 204, 1101208. 91 Sar"). IN /KfTT NUCTICES NIN TO pT`_ PfA1NRITS iT[u flt[i1Mi. ISLESS MAEAWISE IODICAIEV. TOP COYIO 3111L wt PROPOIIT ATTACRW 4 TC DL 10.0 ?SF DATE 10/25/00 Z O IT1IC12UL n•ELS. IOTICII [100 SNAIL MATF A MOKUT AfTACREI RIGID CE11116. o N •-lIbDRTAAT-• fWAISM A COPT 4f 1PIS OESICII TO TIE IISIALLATION LMAACUL. ALPINE EIOI1EU10 BC DL 7 .0 PSF DRW CAUSR�zy,;Jo,91*_0 s3 .� an MMVL:1. 14L. SNAIL NOT IE 1EVOr3101E PO4 ARI OETIAr10s F"d TMIf OtLI1I1 NOT FAI. 10 5 05 ��--'•�u. ALPINE 60[10 711E 110SUS IS COOFORYANCL PITA Tr OR tA011GR16. OAMLIAI. 341FrIAo, JNTAL131O BC LL 0.0' PSF CA 6 GTPTUO; O N. TRACT" OI OtltSES. IVIS D[%jAA (abraoi6 OTTII A►n ICAILE PROVISION/ Of NNS (NATIONAL OLs16 +��� NE 1 H CONUCTOURf1,air ARErhADE OOf EOW UT1TME 1NAplf 8140 QA1V. STat. WEPT AS OU IM7to- NS IAIKT C0,1116r Ns tO ! Oct 25 2000. t TOT -LO. 50.5 PSF SE0N"°P Y3322.,,, O p !Oct FACE OF 7EUSS, A10 GAUSS OT1111115L t4CAIE0 01 IVIS K31H, 1`031T701 "'Aterm FLR (» DRAVIIICS 166 4t. TNR SIAL OA tilt 01"IRa IAaICAnI AC:IPTMU Of PROFE13101At LOGIK'Affs cwr_ DUR.FAC. 1.15 FROM • GAMY � }� AESPANS101LITY SMELT FOR IME TAOSS CONP0A[NT OSLIIA SNOIO_ T1E 011"11. TV All OSE OF MS �} E-. O6 .409 •�' COMI*lL11 101 MT PAalt[tAA1 141LnlAl: IS tel N1xoaI1lLIiY tK TK OOIlO10'K•1-JI rE1 SPACING 24.0' !T- "rd � •:;� ,,, �y U LAS1171, 1.10!5 SENIOR 7. . o. PIN .onn winna.r-TTIAnDG F NnRWTCH - C1 22' COHN) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. CHORD 2x4 DF -L1 IN LIEU OF STRUCTURAL PANELS OR CHORD 2x4 DF -L #1 TC @ 24.00" OC, BC @ 12.00" OC.. j h NESS 2x4 DF -L Standard ' '" DEFLECTION MEETS L1240.00.LIVE AND L/180.00 TOTAL LOAD. RrLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. Ch J LL7 Cr CA Scale -.25' Ft. ' o Desion Criteria: TPI STD TRUSSES NE001NE EITACME CME IE FABAIGTACI HANDLING. SHIPPING, IRS7ALLENG AND PLT TYP. Wave TPIISTRUCT9URAt 19 E TC LL 33.5 PSF REF R427=-46319 p C= C.= FER TO NIB•9i (HANDLING 1RfTAlLINO AAD BRACIR6). IW BIIfxEO BY TPI (TRUSS SLATE SB3 0.ONDFRIO DA.. 50171 100. MOISDN, NI 53719), f01 SAFLTY PRACTICES P[f0N TO HESE fUNCT10NS. UNLESS OTHERWISE 19 TOP CN00.0 SHALL NATE KO/E0.LT ATTACHED A PROPERLY ATTACHED 11910 CEILING: ". T C DL DL 1 0 . 0 PSF 7 PSF DAA 10/04/00 DRW'�'C uS 2`7 002k039 • C,p ' ANE IS. BDI�OM CHORD SNAIL HATE INPORTAFORUM A COPY OF THIS DESIGN 10 THE IBfTAtUT10U CONTRACT'OII, ALPINE ENGINEERED SHALL NOT HE RESPONSIBLE FDA ANT DEVIATION F0.0I1 THIS DESIGN; uY FAILURE To _ " 6 Lam► F BG 8C LL ' .0 0.0 PSIF! �C FyNG TSB/G1iH • E-� PRDDucTS, IRC. HOLD TIE TRUSSES IH COT WITH TPI: DR FABRICATING, tlAIDLIN9, SHIPPING. INSTALLING AND THIS DESIGN CONFORMS WITH AlfIiCABIt P10Y[510N5 OF RDS (NATIONAL OESI9N.,- * BC : V C=) A L P I N E HNACU9 OF TRUSSES. " $ SPECIFICATION PUBLISHED By THE ANER'CAN FOREST AND PAPER ASSOCIATION) ANO TIP. "FINE 'APPLY CORNECTORS 70 ' * TOT. LO. 50.5 PSF SE 56iX0� CONNECTORS ARE MAD[ O► I08A ASTM A653 6M0 GALT. STEEL, EECEPT AS NOTED. EACH FACE OF TRUSS. -AND UNLESS OTHERWISE LOCATID 0P TRIS 0[216N. POSITION CONNECTORS PER EACH HER pMYIN6 INDICATES ACCEPTANCE Of PROFESSIONAL ER9/VEERING TRUA-Z - DUR.FAC. 1.15 �e FR' • aP�� p.&.ft' ILO. G 95528 FAC LOF THE SEAL OR 1111 11ILITY SOLELY FOR THE TRUSS COMPONENT DESI9N SNONN. THE SUITAB ►CITY AND USE OF THIS COMPONENT FOR ANY PANTICBLAA BUILDING IS THE RESPONSIBILITY OF THE BUILDIUR DESiGNEII, PE0. - SPACING 24.00 i9 ANSIFTPI 1.199S SECTION -(A(1RW1003-GILMORE / NORWICH - C2 22' GIRD ITOP CHORD 2x4 OF -L #188et. :T2 2x4 DF -L #1: BOT CHORD 2x6 OF -L SS :B2 2x6 DF -L #1: .a• WEBS 2x4 OF -L Standard :W5 2x4 DF -L #1: -,,,-t Wedge 2x4 DF -L Standard::Rt Wedge 2x4 DF -L Standard: Mme.: ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3• L2")'ECIAL LOADS R C - From .378 PLF at 0.00 to 378 PLF at 11.00 H—LUS26024' o/c Lr' -'C - From 241 PLF at 11.00 to 241 PLF at 22.00 H-LU24@24" o/c 0 EFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. (H) RECOMMENDED CONNECTION TO THIS GIRDER TRUSS. SEE SIMPSON CATALOG C-2000 FOR ADDITIONAL INFORMATION. W4X6(R) IA W5X4 (R) S 1W4X4 o 6 r- W5 ca 0 rz A W a W Y-} THIS OWG PREPAREO FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g_na11s) TOP CHORD: 1 ROW 0 12" o.c. BOT CHORD, 1 ROW. @ 7' o.c. WEBS : 1 ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00' OC. BC @ 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. W4X4 s T2 W3X8 0 n W2X6 AI W4X4(R) U W5X8= W4X4W1. 5X4 m WH14(M) W3X10(83� Ta z W5X4 0 w w See Above z 11-0-0 11-0-0 _I 22-0-0 Over 2 Supports r R-4748 W-3.5" R-3973 N-3.5' on Lx-), C70 nM T Tvn U.....- T117-11CLD n—i n rni+nein• TDT FCTITI I— •YARNING•• TRUSSES REOOIA[ EITQHE CARE It FABRICATION. HANDLING. SNIPPING, INSTALLING AND O %RACING. RttEA To NIN-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY T►i (TRUSS PLATE G INSTITOR . S 0 O'OMOFRIO DR.. nin too. MADISON. YI 83119). FOR SAFETY PRACTICES PRIOR.TO o PERFORMS& THESE FUNCTIONS. UNLESS OTHERWISI IRDICATED. TOP CHORD S&LLL HAVE PROPERLY ATTACHED TRS STRUCTIRAN PANELS. BOTTOM CHORD STALL NAYS A PROPERLY ATTAtd[D RIGID CEILING. ••IMPORTANT— FUNNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED CD PRODUCTS. INC. $HAL NOT 0E REBPOIS18LI FOR ANY DEEIATIOS FROM THIS DESIGN: ANY FAILURE TO SOILO TIE TRUSSES II COIrORRANCE VI TN TV 1: 01 FABAICATINS. HANDLING. SHIPPING. INSTALLING ANDI A L PINE GAAOINO or nOsuS. THIS DISIDA CONFORMS WITH APPLICABLE PROVISIONS OF IDS CIATIODAL DISION SPECIFICATION ►W8L1A[D BY TIE ARENICAN 1111t $IAID PAPER ASSOCIATION) AND TF1. ALPINE V ARE MAGE OF IDSA ASTM ASS3 CRMO CAIV. STEEL. INCEPT AS HCFEO. APPLY CONNECTOR$ TO C=)COIRECTORS [ACG FACE OF TRUst. AID DIIESS OTHERVISE LOCATED 01 THIS OESIGM. POSITION CONVECTORS PER DIALING$ 180 A -I. THE SEAL ON THIS MAINS INDICATES ACCEPTANCE 0► PROFESSIONAL ENGINEERING � RCSPONSIB ILITY SOLELY PON THI TRISS CONPDXENT 018101 SHOO. TRE VVITAOILITY AND USE Of THIS �S�aiimmlo,CA9Sffi8 compo 10 FOR ANY PANTICALAR BUILDING IS TIE RESPONSIBILITY OF THE BUILDING DESIGNER. PCR ANSI/TPI 1-IBPS SECTION E. W. t 05 2000 wtj-11 TC LL TC OL BC DL BC LL TOT. LD. DUR.FAC. SPACING -/-/-/F 33.5 PSF 10.0 PSF 7.0 PSF 0.04SF., 50.5 PSF 1.15 24.00- � 2 Scale—.25'/Ft. REF R427--48499 DATE 10/05/00 GWH fN0RW1003-GILMORE / NORWICH - D1 21'6' COMN) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS I DIMENSIONS) SUBMITTED BY TRUSS MFR.i r P CHORD 2114 Df -LI IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE T CHORD 2x4 DF -L #1 TC @ 24.00° OC, BC @ 72.00" OC. WEBS 2x4 DF -L Standard I DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. rr ATES DESIGNED FOR GREEN LUMBERPER NDS -97 TABLE 7.3.3. 1O,PSF'BC LIVE LOAD PER UBC. I 21-6-0 Over 2 Supports R -126D W-3.5" R-1260 W-3.5 ' Desi n Criteria: TPI STD 19 CA - 1 - - - F Scale �.25" Ft. o PLT TVP. Wave TPI- R O "'HARMING"" TRUSSES REQUIRE EITRENE CARE IN FABRICATION. NAISOLIM6. SNIPPIRC.`INSTALLING-AND,- E TC LL 33.5 PSF REF R427--46322 C=� BRACING. REFER TO 011.91 (HANDLING INSTALLING AND BRACING), PUBLISHED RT TPI (TRSS PLATE CV INSTITUTE. 60a O'010FR10 Da.. SUITE 200, "AOI101. NI 53719), FOR SAFETY PRACTICES PRIOR TO TC DL 10.0 PSF DATE 10/04/00 PERFORMING THESE fUNCT10M5. UNLESS OTME0.WISI INDICATED. TOP CIOAD SHALL HAVE PROPERLY ATTACtlLD C17 STRUCTURAL PANELS. BOTTOM CHORD SHALL RATE A PROPERLY ATTACHED R16l0 Cl (LING. AA —IMPORTANT— FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 6 WN► BC DL 7 . 0 PSF Y. CAUSR427 _00270036 _ PRODUCTS. INC. SHALL GOT BE RESFONSIOLI FOR ANY DEVIATION FROG THIS DESIGN: ANY FAILURE TO �-" BUILD THE TRUSSES IN CONFORMANCE NITM 111: OA FABRICATING. MARBLING, SNIPPING, 1NSTALLRS Aro- BC LL Q;.O �P��F CA -ENG `T SB3%GWH , V BRACING OF TRMSS[S. THIS DE$I01 CONFORMS MI TO APPLICABLE PROVISIONS OF NDS (RATIONAL UESIGR , A L P I N E SPECIFICATION PUBLISM[0 BY III ANERICAR FORIST AID FAIR ASSOCIATION) AND TPI. ALPINE * 7♦ T COMRECTORS All MADE of I08A ASTM A653 8R40 6ALV. STEEL EICEPT AS NOTED. APPLY CORRECTORS T0. ,1 OT.LD. 50.5. PSiSEN2"57,05 _ EACH FACE OF TRUSS, ANO UNLESS OTNIIVISE LOCATED E THIS DESIGN, POSITI01 CORMECTOlS. ►ER DUR . FAC . 1.1.5. p FROM GA na 7 � �'V�h CRAVINGS 160 A.Z. TME SEAL ON TRIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING -+ 't & I2Ia Hagaloaed QID�CIB� CONIORENTAESPOISJOIFO0. MYLPARTICUTARELY FOR IBU1l0TtTRUSS 0 ISOTMETRESPONSIBILITT OF THE BOILOING DESIGNER. DESIGN 31011. , THE SU17ABILITY AID USE OF 71115 Alp SRe:ammlgCA9S82B - usunt I-I99s stcrlol :. PER SPACING 24'.0•"�` � ,Q��, V RECEIVE® JAN 0 3'2001 TABLE OF CONTENTS BBUTTE COUNTY BUILDING DIVISION TOC Proj.ect Title....*....`.. JOHN GILMORE Date..12/11/00 19:28:36 Project-Address........ LOT'l NORWICH CIRCLE ******* -=------------------ PARAD I S E , CA *v5.10*. 00 ,�R 7 9S Documentation Author.._. Barry Rubanoff ******* Buildigg Permit # Endeavor Homes l `c 01 P-0. Box 1947 Plan Check / Date Orovil.le, CA 95965 5.30-534-0300 Field Check/ Date Climate Zone.. ........-11-------------- ------ Compliance.Method..,.... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-GILMORE Wth-CTZllS92 Program-TOC Use r#-MP1829 User-Endeavor Homes Run-GILMORE TABLE OF CONTENTS ----------------- Report ,Page FORM CF-1R................ 1 FORM MF-1R................ 4 FORM C-2R....:............,. 7 HVAC SIZING.............. 11 L 1)SPAR�r� El CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R --------_----------------------------------------- Project Title ........... JOHN GILMORE Date..12/11/00 19:28:36 Project Address........ LOT 1 NORWICH CIRCLE ******* --------------------- PARADISE, CA *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 P1an,Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method ....... MICROPAS5 v5 -A0 for 1998 Standards by Enercomp, Inc. MICROPAS5 x5.10 File-GILMORE Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run-GILMORE ------------------------------------------------------------------------------- GENERAL INFORMATION' Conditioned Floor Area..... 1657 sf Building Type... Single_ Family Detached Construction Type New Building Front -Orientation. Front Facing 198 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 13.4'•96 of floor area Average Glazing U -value.... 0,.51.Btu/hr-sf-F _ Average Glazing SHGC....... 0.65 Average Ceiling Height..... 9 ft. BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type ------------ Type R -value R -value R -value U -value Location/Comments . Wall ------- Wood -------- _R=13 -------- R-0 -------------- R-13 0.088 ------------------------ Roof Wood R-30 R-0 R-30 0.038 Attic Floor Wood R-19 R-0 R-19 0.037 CRAWL Door n/a R-0 R-n/a R-0 0.330 FRONT DOOR, TO GARAGE _ , FENESTRATION ` Over Area'. U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (S) •24.0. 0.510 --------------- 0.650 Standard -------------- Standard ----- None Window Front (S) 61.0 0.490 0.670 Standard Standard Yes Window Front (S) 6.0 0.490 .0.670 Standard Standard Yes Window Front (S) 12.0 0.510 0.650 Standard Standard Yes Window Left (W) 20.0 0.510 0.650.Standard Standand� p None Window Back (N) 20.0 0.510 0.650 Standard ,".'Standard �'� des Window Back (N) 4.0 0.510 0.650 Standard Standard Yes An Window Back (N) 20.0 0.510 0.650 Standard Standard Window Back (N) 18.0 0.510 0.650 Standard s IS'A'd 1d Yes' Window Back (N) 18.0 0.510 0.650 Standard Standards Y(es CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF71R - - ------------------------------------ Project Title......:.... JOHN GILMORE Date..12/11/00 19:28:36 ------------- ---------------------- --- --------------------------------------------------------------- I MICROPAS5.v5.10 File-GILMORE Wth-CTZ11S92 Program -FORM CF -1R I User#-MP1829' User -Endeavor Homes Run-GILMORE------------------------------------- - FENESTRATION ------------ Over- HVAC SYSTEMS, Minimum Area U- Thermostat Interior.... Exterior hang/ Orientation (sf) , Value SHGC Shading Shading Fins Window Back (N) 18.0 0.510 .0.650 Standard -Standard Yes Door Right (E). 40.0 0.520 0.650 Standard Standard ,None Window Right (E) 16.0 0.510 0.650 Standard Standard Yes HVAC SYSTEMS, Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value '.Leakage Manual D Type Furnace 0.800 AFUE Crawlspace R-4.2 No No Setback ACPackage 10.00 SEER Crawlspace R-4.2 No No Setback WATER'HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal). R -value Storage. Gas Standard 1 .62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ** Items in this section should be documented on the plans, *** *** installed.to manufacturer and CEC specifications, and *** *** verified.during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS eki rr CLW CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ---------------------------------------------- Project Title...... JOHN GILMORE - Date..12/11/00 19:28:36 MICROPAS5 v540 File-GILMORE Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829. User-Endeavor'Homes Run-GILMORE COMPLIANCE STATEMENT This certificate,of'compliance lists the building features and performance specifications needed to comply, with Title-24,'Parts 1 and 6 of the California Code -of Regulations, and the administrative regulations to , implement them., This certificate has'been aigried.by the- individual with overall design responsibility. When this certificate of compliance is. submitted for a single building plan to be built in multiple orientations, any shading feature°that is•varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR ' Naive.. JOHN GILMORE Name. Barry Rubanoff .Company. OWNER/BUILDER Company. Endeavor Homes' Address. Address. P.O. Box 1947 ' Oroville, CA 95965 . Phone..'Phone... 530-534-0300` License. `��3s3D Signed'.. Signed.:_ D (date).> (date) E ORCEMENT AGENCY Name.... '~ Title.. Agency. , Phone... - ,Signed.. ' (date) f6e''PAR MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R - ---------------------------------------------- Project Title.......... JOHN GILMORE Date..12/11/00 19.28:36 Project Address........ LOT 1 NORWICH CIRCLE ******* Documentation Author... Climate Zone........... Compliance Method...... PARADISE, CA *v5.10* Barry Rubanoff ******* Endeavor Homes P.O. Box 1947 Oroville, CA 95965 530-534-0300 11 MICROPASS v5.10 Building Permit # Plan Check / Date Field Check/ Date for 1998 Standards by Enercomp, Inc. I MICROPAS5 v5.10 File-GILMORE Wth-CTZ11S92 Program -FORM MF -1R User#-MP1829 User -Endeavor Homes Run-GILMORE ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does.not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%-, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 15Q,(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150y(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards.. V A 150(e): Installation of Fireplaces, Decorative Gas Applian-�eels.�t �►��. and Gas Logs ASM¢�t , 1. Masonry and factory -built fireplaces have MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... JOHN - ----------------------------------------------- GILMORE Date..12/11/00 19:28:36 MICROPAS5 v5.10 File-GILMORE Wth-CTZ11S92 Program -FORM MF -1R User#-MP1829 User -Endeavor Homes Run-GILMORE a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with -.mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 781W thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. dU[-T 2 S stemt 11 d ' h• y is ins a e wit m` a. At least 36 inches of pipe between filter and H&aternJG ()Ep AR for future solar heating.�,f- MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page.6 MF -1R ------------------ 'Project Title`.... .... JOHN GILMORE Date .12/11/00 19:28:36 ------- ______ -- ---------- MICROPASS v5 10 File-GILMORE Wth CTZ11S92 Program=FORM MF -1R . User4-MP1829 User -Endeavor Homes Run-GILMORE I, ' ---------`- ------ -- --- --- -- ------------ ----------------- b. -Cover - ----- --- b.-Cover for outdoor pools.or outdoor. spas. .3. Pool system has°'.directional inlets and a circulation M pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or' household -cooking appliances have no continuously -burning pilot light (Exception: Non -electrical cooking appliances with,pilot < 150 Btu/hr): LIGHTING MEASURES a ------- --------- Design-.Enforce--. --Design-Enforce-. er ment 150(k)1:.Luminaires for general -lighting in kitchens shall have lamps -with an efficacy of 40 lumens/watt or,greater • for general lighting ii.kitchens.'This general'lighting , —shall -be controlled by a switch on a readily, accessible .lighting control'.panel at'an entrance to the kitchen.. .•150(k)2: Rooms with a shower or bathtub must either,`have at least one luminaire with lamps with .an efficacy of 40 "lumens/watt or greater switched at the entrance to the room or one of,the.alternatives to this requirement allowed'in Sec. 150W_2:; and recessed ceiling fixtures Are IC (insulation cover) approved., %� COMPUTER METHOD SUMMARY Page 7 C -2R Project.Title.......... JOHN GILMORE Date..12/11/00 19:28:36 Project Address........ LOT 1 NORWICH CIRCLE ******* --------------------- PARADISE, CA *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA .95965 530-534-0300 Field Check/ Date Climate Zone........... 11 ---------- Compliance Method....... MICROPAS5 x5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-GILMORE Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-GILMORE ------------------------------------------------------------------------------- = MICROPAS5 --------------------- ENERGY USE SUMMARY = ----------------------------- Energy Use Standard Proposed Compliance = (kBtu/sf-yr) Design Design Margin = = Space Heating.......... 16.83 17.21 -0.38 = = Space Cooling....... .. 18.00 15.62 2.38 = = Water Heating..... ... 14.73 12.36 2.37 = = Total 49.56 45.19 4.37. _ _ *** Building complies ---------------- with Computer Performance *** GENERAL INFORMATION Conditioned Floor"Area..... 1657 sf Building Type. ........... Single Family Detached Construction Type ......... New , Building Front Orientation. Front Facing 198 deg (S) Number of Dwelling Units:.. 1 Number of Building Stories. 1 -Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... .,Glazing Percentage.. ..... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Raised Floor 1 14930 cf 0 sf 13.4 0 of floor area 0.51 Btu/hr-sf-F' 0.65 9 ft COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... JOHN GILMORE Date..12/11/00 19.28:36 ________________________________________________________ I MICROPAS5 v5 10 File-GILMORE Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-GILMORE ------------------------------------------------------------------------------ Zone Type -------------- HOUSE Residence Surface HOUSE 1 Wall 2 Wall' 3 ' Wall 4 Wall 5 Wall 6 Wall 7 Roof 8 Floor 9. Door 10 Door BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat 'Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit ------------ ----------------------- ------- - ----- --------- -1657 :14930 1.00 Yes Setback 2.O Standard No Standard/0.68 6.0 0.490 0.670 198 OPAQUE SURFACES 12.0 0.510 0.650.198 90 Standard/0.76 Area U- --------------- Insul Act Solar Form 3 Location/ (sf) -- - - -- value - - - -- R-val - - - -- Azm - -- Tilt Gains - - -- ----- Reference ------ - -= --- Comments ---------------- - 405 0.088 13 198 90 Yes W.13.2X4.16 90 Standard/0.76 198 0.088-13 90 Standard/0.76 198 90 No W.13.2X4.16 Standard/0.68 201 0.088.13 288 90 Yes W.13.2X4.16 77 0.088 13 288 90 No W.13.2X4:16 573 0.088 13 18 90 Yes. W.13.2X4.16 259 0.088 13 108 90 Yes W.13.2X4.16. 1674 0.038 30 n/a 0 Yes R.30.2X4.24 Attic 1674 0.037 19 n/a 0 No FC.19.2X6.16 CRAWL 20 0.330 0 198 90 Yes None FRONT,DOOR • 18 .0.330 0 288 90 No None TO GARAGE Orientation HOUSE 1 Window' Front ( S ) 2 Window Front (S) 3 Window Front (S) 4 Window Front (S) 5 Window Left (W). 6 Window Back (N) 7 Window Back (N) 8 Window Back (N) 9 Window Back' (N) 10 Window Back (N) 11 Window Back (N) 12 Door Right (E) 13 Window Right (E) FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC. Type/SHGC 24.0.0.510 0.650 198 90 Standard/0.76 Standard/0.68 6.0 0.490 0.670-198 90 Standard/0.76 Standard/0.68 6.0 0.490 0.670 198 90 Standard/0.76 Standard/0.68 12.0 0.510 0.650.198 90 Standard/0.76 Standard/0.68 20.0 0.510 0.650 288 90 Standard/0.76 Standard/0.68 20.0 0.510 0.650 '18 90 Standard/0.76 Standard/0.68 4:0 0.510 0.650 18 90 Standard/0.76 Standard/G.68 20.0 0.510 0.650 .18 90 Standard/0.76 Standard/0..68 18.0 0.510 0.650 18 90 Standard/0.76 Standard/0.68 18.0 0.510 0.650 18 90 Standard/0.76 Standard/0.68 18.0 0.510 0.650 18 90 Standard/0.76 Standard/0:68 40.0 0.520 0.650 108 90 Standard/0.76 Standard/0:68 16.0 0.510 0.650 108 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 9 C -2R Project Title........... JOHN GILMORE Date..,12/11/00 19:28:36 MICROPAS5 I V5.10 File-GILMORE Wth-CTZ11S92 Program -FORM C -2R User#-MP1829. User -Endeavor Homes Run-GILMORE OVERHANGS AND SIDE FINS ---Window-- -------------- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface (sf), Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext 'Dpth Hght HOUSE -- ---- --------- ---- 2 Window 6.0 1.0 6.0 7.0 1.25 n/a n/a n/a n/a n/a n/a. n/a n/a 3 Window 6.0 1.0 6.0 7.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 12.0 4.0 3.0 7.0 1:25 n/a n/a n/a n/a, n/a n/a n/a n/a 6 Window 20.0 5,.0' 4.0 2.0 1.25 n/a n/a n/a- n/a n/a n/a n/a n/a 7 Window 14.0.4.0 1.0 2.0 0.75 n/a n/a n/a n/a n/a n/a n/a n/a 8 -Window 20.05.0 4.0, 2.0° 1.25 n/a n/a n/a. n/a n/a n/a. n/a n/a 9 Window° 18.0 3.0 6.0 2.0 0 n/a n/a n/a n/a-,n/a- n/a n/a n/a 10 Window.. 18.0 3.0 6.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a it Window 18.0 3.0 6.0 ._2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 16.0 4.0 4.0 2.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Minimum ------------ Duct Duct Tested Duct ACOA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE --------- --------- ------- Furnace 0.800 AFUE Crawlspace R-4.2 No No 0.743 ACPackage 10.00 SEER Crawlspace. R-4'.2 No "No _ 0.674 WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage. Gas Standard 1 .62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS f I -TE ;_� 1p,W_N1qG Dip HVAC.SIZING Page 11 HVAC ---------------- ------------------------------------------- Project Title.......... JOHN GILMORE Date..12/11/00 19:28:36 Project Address........ LOT 1 NORWICH CIRCLE ******* --------------------- PARADISE, CA *v5.10* Documentation Author... Barry Rubanoff. ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 9596.5 .530-534-0300 Field Check/ Date Climate Zone........... 11. --------- ____________ Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc I MICROPAS5 v5.10 File-GILMORE Wth-CTZ11S92 Program -HVAC SIZING User#=MP1829 User=Endeavor Homes Run-GILMORE GENERAL INFORMATION Floor Area ................ 1657 sf Volume....... ....... 14930 cf Front Orientation.......... Front. Facing 198 deg (S) Sizing Location.."....... .. PARADISE Latitude.. ................... 39.8 degrees Winter Outside Design...... 30 F Winter Inside Design....... 76'F Summer Outside Design...... 99 F Summer Inside Design....... 78 F Summer Range...., .. ..... 34 F Interior Shading Used ....... Yes Exterior Shading Used...... No Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING'LOAD SUMMARY ---------------------------------- Heating Cooling Description . (Btuh) (Btuh) Opaque Conduction and Solar...... 11628 5522 Glazing Conduction ............... 4535 2381 Glazing Solar .................... n/a 5915 Infiltration ..................... 8492 2562 Internal Gain............:....... n/a 2100 Ducts ............................ 2466 924 Sensible Load......... .......... 27121 19404 Latent Load............. ....... n/a 3881 Minimum Total Load 27121 23285 Note: The loads shown are only one of the criteria offect.ng the;.srelection of HVAC equipment. Other relevant design factors such° as'.— , a-1.srw k tf1ow requirements, outside airs outdoor design temperatures�jjco�� s�z�ing, availability of equipment, oversizing safety margin, etc., must a1sgV�Fbe considered. It is the HVAC designer's responsibility '_to :-consider all r, ::� APPROVED ❑ CONDITIONALLY APPROVED . ❑ RESOLVE PROBLEMS PRIOR To APPgpyAL PERMIT CLEARANCE Permit #: _ B O — �'� Ug Date: Genera/Inforn�abton • • AP#• yo-opy Owners Name:i` vie re �o�n 2 ,I Parcel Aaeage: Owners Address: �'Z $ Q rev ac�p Cir Mg Qg 1c 4 Building Site Address: N o r W i ch C if'.. eMR-e vinformation Permit Type: ❑ Agriculture Budding ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residentlal Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ other Zone District: Date of Zoning Ordnance: General Plan: Low �tnsi�VeS �Development Agreement - Use Permit: Variance:,,1 r, �. Parcel Is In: Land Conservation Agreement MN° ❑ .Yes, check use Minimum Acreage: Nitrate Action Plan ®'No ❑ Yes Violation Area° ❑.. Yes Specific Plan YNo ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone ZNO ❑ Yes, check use Floodplain ° ❑_ Yes Zone: X .,Panel Number:. 0 LA 00 C, f`SeNo ❑ Yes Watershed Protection Zone 7 -IN Pr000sed Use Comoli9 With General Plan., Zoning Proposed Use Re°uires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessary Building Use Commerdal/Industrial/Multi-Family Uses: Parking: ❑parking Requirements are OK as Shown ❑, Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drairace Improvements Required: ❑ No ❑Yes .. Aoolicable Setbacks: Zcninq Ccde Street & Highways Fire Prevention Subdivision Ma Front Side (C) -Pv on c Q r•i L' ., Side street Z / Rear ` 5 Hei°ht Environmental He aith Ls per Septic Permit Review: Wed Penna Review: Land Devdcpment Review: Permit C/earance Agrkufh re AMdavtt Required ❑ No ❑ Yes Designated Wed Site ❑ No ❑ Yes Drainage Plan (Con kWiviuiti) ❑ No ❑ Yes r „ • ` S Date of Creation: Legal Access;Provfded: s - ❑ No - ❑ ye Deed Reference: Legal Aooess Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road'Name: Complies with County Standards for Deed Cr+eatian: ' ❑ No ❑ Yes Comments: Date of Recording: 10 Lot' to Block: Book 3 pge: L4 editions That Must hP Mrj Pricrto IS am p of perm it, ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application), ❑ Construction across property lines is not permitted (See Land Deveiopment for a Merger Applkation/Lot Line Adjustment), ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone El Meet current t:HO requirements, ❑ Other -- :ereral Comments• I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII T AND WHEN RECORDED MAIL TO: io io i — jo LZj + Ej 1 x+ 7 BUTTE COUNTY BUILDING DMSION Recorded I REC FEE 7.00 7 COUNTY CENTER DRIVE Official Records 1, COPIES 1.00 OROVILLE,CA95965 County Of i BUTTE I' CANDACE J. GRUBBS 1 Recorder I ROSEMARY DICKSON I Assistant I'Kristy 02:44PM 29 -Nov -2000 I Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT ' Section 26-8 of the Butte County Code required this• acknowledgment to be recorded prior to issuance of a building permit. The property described'herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject'to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. , . , All that real property situate in the County of Butte, State of California, described as follows: QS 5howA) OA) taut G irJ#)J '14''/tP r'eC�r�et� '1►J iLe oF,-,ce of ale. /eCorler �� (��„I� of i��(e St/Ffe ,off Gf+)IFar'uik ON 0C-+o7er dt�, �g17J jAi' ;�oJ% �1� o /I'jAPS` 02, S Date ��o29'Jl�1S State of California County of On W 04A--,• d? 0( PR PERT OWNERS: 2L�«. JOtiN F, 6i1p0re before me, known to me (or prov d id me on the basis of satisfactory evidence) to be the pl_gon(s) whose n'ame(s) jp/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in Ws/her/theiruta horded capacity(ies), and that by. �is/her/their signature(s) on the instrument, the„e,son(s) or the entity upon behalf of which the Xeraon(s) acted, executed the instrument. 'WITNESS my'hand and official.seaL �{ 'r�^ � F JMETTE FORREST P Signatu � - O COMM. # 1239452 L/ nn �rt a NOTARY PUBLIC -CALIFORNIA lJ / BUTTE COUNTY ' MY COMM. EXPIRES OCT. 23, 2003 - + A.P. # 1' a '� q 5 Z' k H �3 f VA p� -STRUCTURAL NOTES . THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE i Tjt b �. PRIOR TO STARTING OF CONSTRUCTION AND THE DESIGN ENGINEER SHALL BE ` { , NOTIFIED 'OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. Z. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. i b '� . Ti�' 3,r IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS µ OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER `' r AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S 2. '~ FAILURE TO COMPLY WITH THESE REQUIREMENTS. ' 4, ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF UNIFORM BUILDING CODE. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION "7 P 41 ,; OF ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION. r 6. THESE PLANS ARE NOT COMPLETE UNTIL REVIEWED AND ACCEPTED BY THE LOCAL BUILDING OFFICIAL AND STAMPED AND SIGNED BY THE DESIGN ENGINEER 1, i 7, FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF , trr�.5 1 (NO SOILS REPORT). ` Irl ; i; "r ;i 8, .ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE MADE BY STEPS OF 12" MAX. HEIGHT AND 36" MIN. WIDTH. CONTINIJITY OF i' INTAINED FOOTING REINFORCING SHALL BE MA 9. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO UBC AND SHALL BE OF MINIMUM GRADES AS FOLLOWS: 2x & 4x MEMBERS - D. F. NO. 2 EXCEPT " t 4 . D. F. STUD GRADE I' NON BEARING 2x STUDS, 2x BLOCKINGS 6x MEMBERS - D. F. NO. 1 + d j t 1 i 10. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE SHALL ' `'�• " BE PRESSURE TREATED HEM FIR OR FOUNDATION GRADE REDWOOD. 11. PLYWOOD SHEATHING SHALL CONFORM TO APA U.S. PRODUCT STANDARD PS 1-95 AND 2 OSB SHEATHING TO APA U.S. PRODUCT STANDARD PS 2-92. SHEATHING SHALL BE • �; ,; i' PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (IN COMPLIANCE WITH TABLE ( GRAM CASE 1 , UNLESS NOTED OTHERWISE. " - ......1 23 -II -H OF UBC -DIA ) NAIL 12. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE S OF SIZES AND H ' p NUMBERS PER TABLE NO. 23 OF UBC EXCEPT WHERE MORE SPECIFIC NAILING IS ' Z-� L� Z Z ��% NO ON PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBG MAY BE USED. N ! a r a 1 !► ,' " ~' ON PLANS ARE AS MANUFACTURED 13. METAL CONNECTORS NOTED BY SIMPSON STRONG- t' TIE COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICBO MAY BE USED. t4 14. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR UNFINISHED BOLTS. � N "T - D II ' " ! q �; r 15. ROOF TRUSSES (DESIGNED BY OTHERS) SHALL COMPLY TO LATERAL LOADING FOR SHEAR 4-D ,(t -; TRANSFER AS NOTED ON PLANS. OF CONC. SHALL BE 2000 PSI MIN. IN 28 DAYS. ® 5o�d 40� O 5�x(r► ® 3vli 3v1.� 3�l� • v r'1 , 16 THE ULTIMATE COMPRESSIVE STRENGTH A615 , GRADE 40. 17, REINFORCING STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM , r, rc `S REINFORCEMENTSHALL BE 30 BAR DIAMETERS OR 2 " MIN. 8 SPLICES IN CONTINUOU _CHORS, ETC. TO BE EMBEDDED INTO INFORCING, DOWELS, ANCHOR BOLTS AN _ CRETEHALE SECURELY PO TIO F CONCRETE e ...., w .. ..- ., , yy 1 a . , on T , y D I •' 1 R ON I Dt= �i-'�U D U N t�lc.,R b IVAAA (O i 1 q ANrr Au! N 0 r .0 P M ��►+� TErtP sis -jilel! �Di DI� fop, •a — bti , l ; ti 1.1.E K 1 � `r1 i •• I�It 'k ak , - ...»;. :, . ...-.,_ .,.., .:... :::, .., : '•ria.;,: t<,:a.e Mi. NA" SCHEDULE "DELTA" SYM BOnANEL ON PLAN S a 1 tt it 7/8" PORTLAND CEMENT PLASTER W/ No. 11 GA. x I IR" LONG' AND 7116" HEAD �Q A. 16 GA. x 7/8" LEG STAPLES 6" ox. MINIMUM PANEL WIDTH OF NAILS OR NO. @ 4'-0" OR AS NOTED ON PLANS. SEE NOTE L B. 1R" GYPSUM BOARD W/ 5d COOLERS OR 5/8" GYPSUM BOARD W/ 6d COOLERS @ t��- I 7" ox. MINIMUM PANEL WIDTH OF 8'-0 ON ONE SIDE OR 4'-0 ON TWO SIDES nI )e � .I T i OR As NOTED ON PLANS. SEE NOTES 1 & 2. NOTE: 1. CONTINUE WALL SHEATHING (SIDING) DOWN To FOUNDATION PLATE. @ " j ,- , k ' �•� y USE 112" A. BOLTS 6'-0" ox. (2 -A. BOLTS MINIMUM SILL PLATE To JOISTS, RIM JOISTS OR BLOCKINGS WITH 3-16d @ 16" o:c. 2. r N ~ OR IR" DIA. A. BOLTS @ 6'-0" ox. (2 - A. BOLTS MINIMUM). � %" � 1— —O � G� 9 — 1w:02- / w } cr;FAR WALL PANEL SCHEDULE "DELTA" SYMBOL ON PLANS bill 21 t 1. 7/8" PORTLAND CEMENT PLASTER W/ NO. 11 GA. x 1 1/2" LONG AND 7/16" HEAD fd' i NAILS OR NO. 16 GA. x 7/8" LEG STAPLES @ 6" ox., 12" DIA. A. BOLTS @ 7T o.c. I ,n EXTEND A. BOLT AS REQUIRED BY USING 518" DIA. THREADED ROD AND �✓ G COUPLER NUT. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTE BELOW. ) '"� APPROVED J L-Ilvirotifllenl Health Butte County ...r: „ 12. 7/8" PORTLAND CEMENT PLASTER W/ NO. 11 GA. x 1 1R LONG AND 7/16 HEAD �� " 1/2" DIA. A. BOLTS 48" ox. Environmental �i�Srfh o `f4 NAILS OR NO. 16 GA. x 7/8 LEG STAPLES @ 6 o.c., @ ' I ; j WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTE BELOW. No 15 2006 „ , f 3. 3/8" PLYWOOD CDX OR OSB WITH 8d @ 6'/IT', 1/2 DIA. A. BOLTS, @ 36 ox. � Date HD2A HOLDOWN ON 2-2x EDGE STUDS MINIMUM W/ SSTB16 A. BOLTS TO Chico, CA � Y - FOOTING. EXTEND A. BOLT AS REQUIRED BY USING THREADED ROD AND COUPLER T. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTE BELOW. Signature NU 3/8" PLYWOOD CDX OR OSB WITH Sid @ 6'/12", 2 -12" DIA. A BOLTS @ EACH PANEL. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTE BELOW. NOTE: CONTINUE WALL SHEATHING DOWN TO FOUNDATION PLATE. x i _ t ►., I e 6�L��� STOCKORMTINO FORM NO, 101-55 i_, ._, � 1104 .�4: �;{u , .,6jl ., 777 ,i, , +tam: m"r h Q� R +S rclt' AORMAN NOTES -ALL LUMBER TO BE DOUG. FIR' ` j2 AND BETTER, STLrDS TO i BE STUD GRADE OR BE'ITBR, UNLESS OTHERWISE NOTI~D. -AL,L. HEAD TO '� ERS T 4 XI_ UNLESS OTIMRWLSE NO TED. , 4 X± J i f i UNLESS OTFIFRWISE NOTED. -PROVIDE I88M4' FOUNDATION ACCESS AT EXTERIOR WtI JN 20'-0' OF PLUMBING CLEANOUT. -PROVIDE OPENING AS REQUIRED AND CONCRETE SLAB FOR H-V.A.C. 3 , -INSULATE AT TUB/SHOWER EXTERIOR WALLS BEFORE NAILING UP SIDING. A_ A wA�t~S 'ry P31� 2x'4 1401, OC.. REVISIONS BY DATE SCALE (4 � Ny 44 t9 DRAW • JO SHEE OF & SHEETS