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056-130-021
�_ q 0 tAP- 56-13-21' i qGROSSUP/JOHNSON J. REVIER e5 7 k ilas Rd, nd Driveway Nsion of Forestry, Cohasset#4701-74E (New Main Serv. MH) 13-0-021 96-2221BP 90 Resources Lane, M.r.--...y.. . ; (new single family) 0 i �3 � 4 i x 1 - f r � r r } ' I i C I LM 13 ESMENTIAL 056-13-0-021 96-2221 BPI GROSSUP/JOHNSON 90 Resources Lane, Bch (new single family) JO 0 FINALED (Date) Signature D V=OK O = Not OIC Not •=Not Readyble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch S 3. Sewer, Location -Test -Fall -C/0 -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /°L'ft. / /Nat. or/ /"L"ft./ /LPG .1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Dep"pacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures , 6. Carports: Windows -Doors 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks Easements Date 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector i 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 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 .1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Dep"pacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures , 6. Carports: Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel-Conriections-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 LBhtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 OK = Not OK RESIDENTIAL (Single & Duplex) Not Applicable Not Readv Date UNDERFLOOR (Plans) OK except #'s 7. Slab, Steel -Wrapped " \. 8. Piers -Fireplace Ftg.-Steel 9. Soils -Elea Gmd.-/ P Ftg. Depth 10. Soils-Steel-Elec. Grnd/ PFtg. Depth tg. Po hes & Decks; Soils -Steel-/ P' Ftg. Depth 12. Klein; Steel-BlockoutsVWrapped to s, Garage; Steel-BlockoutsVWrapped 2.y old Downs and Special Anchors 7. Slab, Steel -Wrapped " \. 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance-Mater:al-Support-Ins. 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies 15. Access & Ventilation 16. Insulation 68. ec. Trim & Sub , Break es & Labels Date Card B-1 Date Card B-1 Date Card B-1 Date Card E-1 Date PLUMBING (Per xcept #'s 17. Water Htr. V . cc ss -Combustion Air Baffle X 11,,V419rer Pipe; T96r& Anchor -Nail Protection 1 �IrTe ngs & Anchor -Nail Protection 7 ower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access Z Gas Pipe; Sixe & Anchors 7 Date Card B-1 VQ Date Card B-1 Date Card B-1 Date Card B-1 Date /ELECTRICAL (Permit) OK except #'s 2J.'-Fix re & Transformer Clearance -Ins. Protection 24! -"E - !pc. Receptacles Spacing ' s & Switch sat Doors 29*SiZp,.Boxes & No. of Conductors Stapl d mex Installed Close to Edg Studs & C.J. 2 . ,g:qtfip. Ground made up w/Mech Fastners-Bo as & Wates' 2 Appliance Circuts in Kitchen & Conductor Size GFI ga. Cu or - ire Size / / ga Cu or Al anoe Circ. / / ga Cu or AI -Oven Cir)// / a Cu or AI Irl ed Neutral 0 Yes 0 No ""'/ 3T>_SjpW.QRiser Conductors & Ground -Main Disconect ip. Clearances Panels-Motors-Mech. Epuip. 33. CI s Closet Light -Shower Light -Spa Light Smoke Detector Date yG Card B-1 I Date Card B-1 Date rd B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 5. A.0 ucts Insulai;Owl Support 3 ent Fan, Exhaust above insula 37. Con nsate DL& f& OveAd�. Size & Grade 38 ur ce-Ve ccess-Comb. Air -Return Air,1,41: 115 et 39 -1 -Attic Access & Platform if Furnace in Attic Date Z -14q -4['7 Card B-1 VV Date Card B-1 Date Card B-1 Date Card B-1 Date , F AMING (Plans) OK except #'s Sits P oper Materials & Anchors 4 . alls Studs -Nailing Spacing & Braces -Plates -Sound 4 ar'ng Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) e St .ps, Furred Ceilings -Stair -Cha eaders & Beams -Size aring Date MING (Continued) Ha s -Post Caps -Anchors -Gonne s . Cling. Joist-Rftr. Ties-Pudin-ro ru - hfing.-Rfng. -27;Fireplace Ties or pe replace Throat cl ar 'c Access; Size & Romex Protection -Draft top -Ins. Baffles rm. Window sting Doors -Si & Dimensions 52. Property Line Firewall & Openings Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 4. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Ve r c< `14•q� UP 57. Stucco MeKrip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Wall Panels *@< Insulation -Walls -Ceilings 62 -Infiltration -Walls -Windows Date -iffl / Card B-1 Date Card B-1 Date _ Car -1uaDate Card B-1 Date INAL,(Plans) OK except #'s Ex s -Door & Sidelight Protection -Landings oke Detector 66. Furnace; V -Clearance -Comb, Air-Conector- In Gar ge; Above Floor-Ducts-Mech. Protection Bedroom Exiting 67--G'7_L_& Bath Fixtu T b -Access -S a 68. ec. Trim & Sub , Break es & Labels 69. Stai s� - 7 iree or.Stove, Clear ce-H 7 . lec. gullets at Wood Panel, Int. & Ext. 7 . it. Fi : & Appliance; Ground.' ap-Cooking Clearance 7 ec. Outlets & Rece es at Kit. Counter 7 7 T' tr. Htr.; Vents -Clearance -Comb. Air Connector -P In Gar e; Above Floor-Mech. Protection 77 c. & Mech. Equip. Listed for Location 7 nsulation-Foam-Looked in Attic uard rails & D Construction -Post Caps 8 n. VB Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 82 owing Instld./Drive 0 NoPWalk NO/PlantefS 0 YesG.WC 8 -4, -A -C. Unit Disconnect, EI - - lumbing ents . e Roof, PI ppliance-Fir e -Clearance to Openings ater Well, Disconnect, Elul, Plumbing 8 not Elec. Trim, G.41 -Receptacle -Underground entilation Throught House lass otection 9 ections from Pr bus Inspections 9JAas Test -Me Tagged, Gas -EI 9 �yiYSewer Connected-Cto Grade -HD Approval $YSnergy Compliance Certificate -Other Certificates OateLf�3Q,C,77 Card B-11 Date Card B-1 Date I Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: CERTIFICATION. OF- INSULATION 4 - ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS ® P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 LOT K GARY LEE CONSTRUCTION ❑ P.O. BOX 4146, STOCKTON, CA 95204 LIC: #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ❑ P.O: BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 RESOURCES LANE 90 RESOURCES 90 RE El LAS VEGAS, NV 89118 LIC. #10675 S 6470 B SOUTH PROCYON AVE., DATE INSULATION COMPLETED ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS • MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. CTR CTR CTR MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS R-13 3 5/8" -3s BATT 121/2" R-19 6 1/4" -30 BLOW 12" KNEE WALLS IF R-VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER FOAM W R GRACE. THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SIGNATURE-IN TION CONT ACTOR TITLE DATE MANAGER C I NATUR CON RA O TITLE �oss DATE 3a REMARK SIC -303. BUILDER COPY A-.PA.=FF% Certificate:.formance Certificate— 3' ,- �) 7 THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products identified below.and marked with a collective mark of Am6rican Wood Systet118; (AWS) were manufactured in accordance with the specifications indicated below. <ANSI Standard A190.1-1992, for Structural Glued Laminated Timber D lowdr.• cl ontt Job Name Job location t -i I X (Xl , <:A — — — .-- — — c6stomor's Ordor No.ORto'7C .�� — — — —•.—. — Mr9r's Ordor No_ ' —.—.— Sig nature J Company"�U; _i )_aclliu�t.fi•� lrld- VI7n —•—•— —� Address ► �, (.:..(_1'1 1 ,• 'C�..clh IT 1S HEREBY CERTIFIED that the structural glued laminated timber production of the above. named manufacturer which carries a coilective mark of -American Wood Systems (AWS)•is'subjecl•- to regular audit by American- Wood Systems, -such audit consisting of the inspection with reasonable frequency of the manufacturing process, with adectt_rate sampling.to verify the quality -of, glulam construction and the adequacy of glue bond.'' --�.tN WOOD 0� ft Q rpR ix cVd 11 IW by ; Thomas G. Williamson — v �4SH..,,"c, ExeCL16VP. Vice President A.IVrilGW WOOD SYSTCIJ.S -- n RELAYED GOnPORATION 01'APA ' 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 �-2-zz- PERMIT NO. A routine ins ection indicates that the following violations of Butte County Ordinances exist at the above ddress and should be corrected. Please notify this office when correction of work is comp) ed. If you have any questions pertaining to this matter, or need additional explanation, please ont�ct this office immediately. , / In r7' r t Date Inspector REV 10/ COUNTY OF BUTTE B-UILDING DIVISION r. 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 t above address and should be corrected. Please notify this office when correction of work i completed. If you have any questions pertaining to this matter, or need additional explanation, lease contact this office immediately. Z -9 M MA T Wi -0 KJOvir-A A Mill I • +WZ11 lilli' —u cam._ ' Ir _PV Milli WNW C r o.70, �.� ► _M, 1. :..ice. -� _ .-� i� ,. I _ �� - - �. �. �MIME_ � !1�11w�' 61 Date ? 7 ' fC�- Inspector % REV 10/92 / 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 13]L�1►I�;1 -277 PERMIT A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date Z — % 9' 7 Inspector REV 10/92 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 o SS'Ce V .,Te 144,5 OWNER —2.2Z ( PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please cegtactihis office immediately. Date / � XLT Inspector REV 10/92 " 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 9� OWNER JK --Lzz 1 PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address d should be corrected. Please notify this office when correction of work is completed. ou have any questions pertaining to this matter, or need additional explanation, pleasg-o, act this office immediate Date Inspector REV 10/92 V COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 1� , • 7 County Center Drive - Oroville, California 95965 - Telephone (916) I 538-75/ _ PERMIT TNO. APPLICATION AND PERMIT i(o ASSESSOR PARCEL NUMBER 056-130-021 ZONING TM5 BUILDING PERMIT OWNER LINDA JOHNSON & BEAU GROSSUP TELEPHONE 8-1-1 SQ. FT. OCC. BUILDING VALUATION 2005 1` - OWNERS MAILING ADDRESS 90 RESOURCES LN CHICO 95926 ��"22 4,200.00 CONTRACTOR'S NAME U NKNOWN TELEPHONE 1894-2981 CONTRACTORS MAILING ADDRESS Fireplace I A 1,500.00 CONSTRUCTION LENDER UNIMOWN Total Valuation $ Fling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER ATH LICENSE NO. Plan Checking Fee p00 $ 9.80 Energy Plan Checking Fee $ 23.00 ARCOR ENGINEER'S MAILING ADDRESS Penalty $ BUIL.DINGADDRESS 90 RESOURCES LN PERMITFEE $ 1184.80 PLUMBING PERMIT Filing Fee 20.00 Each Trap 9 7.00 63.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar Or heat pump water heater 23.00 Water piping 15.00 15.00 USEOFSTRUCTURE SF EX Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 15.00 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BDRM SF - Mobile Home ISI G W 920.00 PERMITFEE $ 143.00 Contractor ELECTRICAL PERMIT Filina Fee 20.'00 Main Service a OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A To I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. �I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ACDNS. ( 8 ACC. BLDS. ) SO. 70.20 3.5Q FT. NEW CONST.MULTI-OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 WER (a SINGLE OLMLETTUS C R. ) Ex. Occup. ( OUTLET OR FIXTURES) 20 O 1.00 aAL Q .w EX. Occup. FIXEDPLNS. OR ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 90.20 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating 2 TON 15.00 Cooling 2 TON 15.00 Hood 6.50 Ventilation 4.50 1 4.50 PERMITFEE $ 54.5-0 Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. q Date �%� / Vatire of App1' a t - Owner ❑ Contractor ❑ Agent An OSHA permit is r ired for excavations over 5'0" dee nd derr�olit' or truction OU ;r0/1 of structures over 3 stories in height. 0 �'� Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3 CONST. TYPE VN TOTAL FEE $ HAZ. I D. FEES IMP FLOOD Y/ CDF PD HD UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BY / Date PERMITEXPIRESON (Date) �/2 Receipt No. 206186 529.80 2D�O�Z7 3,, ?6 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECT GOLDENROD -APPLICANT 1'.. .o,S„A�, ...-..,- ,ti..•i ..y ;,..>,:�' +.-w ',.r 's. .. _ .. ,+"1yYa.'..•F`-.VYi�n24?rM +1� Y ... .. .. .. .-r .. � • w:. � tires � "'+�..V'•�S��,fS !i. BUTTE COUNTY SCHOOLSIMPAC�FEE CERTIFICATIQN FORM f �. (One Form Per gilding) r ` School District (r Gy _ Building D artment No. A.P. Number. / 6 -Ci Z / Jurisdiction: City County Property Owner Z c4.--04- 'la- �� � - are -on C'u-rp Property Location/Address ar--S 6 c T�� Subdivison Lot No. Residential Development Commercial/Industrial' Building Department No. of Living Units iMHI' - New Addition Addition (Floor Plans reviewed by School District Personnel) Sq. Footage oup �r(O'77 Sq. Footage 3(0a (Including Exterior `` Roofed Areas) 5W A� i l Dat District' Identification No. 0 #5— School District certifies that (Applicant) (Street Address) (Phoon�e Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. �p j �%"� /�Q by payment of $ 10 .- representing square feet. " Remarks: Bank Number Paid by Cash AB 2926 ;0 - -d FULL MITIGATION $ Date If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building de L t � IZdi (SCh ► �ISt 1 , feeformmkt (11/94)dmm N I COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PERMi' APPLICATION AND PERMIT b/ -2 Z.,71 ASSESSOR PARCEL NUMBERmM l 7 BUILDING PERMIT DINNER -AJT, l5'ONE SO. FT. OCC. BUILDING VALUATION DWNEA8 NG ADD s I Q S z ��D 0 20-a CONTRACTOR'S NAME TIIFP►LO _ r , COMRACTOR'S JANUNG ADDRESS Fireplacee4- 1j CONSTRUCTION LENDER - UNKNOWN Total Valuation $ Zf LENDER'S MAILING ADDRESS' Filing Fee 20.0 Permit Fee $ _ ARCHRE RENGINEER 7 ��� �'% i Ff(/A/K//J uCENSE No. Plan Checking Fee $ f ARCHITECT OR ENGIN NO ADDRESS Energy Plan Checking Fee $ 3 Penalty $ BUILDING ADDRESS w C PERMITFEE S if PLUMBING PERMIT Filing Fee 20.Oc Each Trap 7.00 IDT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23,00 USE OF STRUCTURE SF M-" Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 f -i Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets, 15.00 Building sewer 15,00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: Mobile Home S G W @20.00 PERMITFEE f �- Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service( eoov OR LESS 200A OR LESS ) 23.0 Main Service ( 200A To 1000A ) I 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions'of Chapter aons 9 (commencingwith Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, asownerof theproperty, army employees with wages as their sale compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' 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 NEW CONST. OWELLING OCCUP. OR AODNS. ( a ACC. OLDS. ) SO�%` Fr.. 3.5¢ V NEW CONST. MULTI -OUTLET NON-RESIO. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS (8 SINGLE OUTLET CIR. ) Ex. Occup. ( OUTLET OR FIXTURES) 20 0 1.00 SAL w Ex. Occup. OUxTLE°TSRESID) OR ( ) 5.00 Temporary Service _ 23.00' Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor MECHANICAL PERMIT Fling Fee 20.00 Heating .� Cooling @L� HO°d 6.50 Ventilation , -o PERMITFEE $ s r j Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ ; E ergy Inspectio Fee I$64; cco I TOT L FER"$ HA Z. D. FEES 1 P FLr/ cDF I PO I HD ssuE i I This permit is hereby issued under the of the Butte County Code and/or Resolutions indicated above for which fees have By . PERMITEXPIRESON L applicable provisions to do work been paid. t Date , I (Dater rReceip'tNo. ITE-D.D.S.-B. D. CANARY -ASSESSOR PINK -,NFa9CTOR GOLDENROD -APPLICANT COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 r PERMIT APPLICATION DATA SHEET OWNER! ��01- t� &jj s -� �G�?,�f/ 6,-~f CAIR No r ` - G2. / Proposed Building Use �/� Building Inspector Date Zj- ,6 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted. 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... Mobileho , a anufacturer's installation instruc ions, 2 sets. . . tt 012. Fees of $ r . .........'z�?Co.52y... !:�5�`�lP. l!Q....... Impact fees as shown on attached schedule. .. California Department of Forestry plan approval/fees. . .......... 13. Flood elevation letter (100 year flood California Engineer. . . 14. Sanitation and plot plan approvaO�, ?'CO Health Department . ............iia-m��/, 15. 'City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). . . P`, 44As c'°n `6q°� 20. Pre -inspection for - required. . . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner �. . . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. ) 2 25. Letter of signature authorization . ........................................ t Copy of recorded deed of parcel creation p�nnd 60 right of way tP a ublic road. . . 27. Letter of intent on building use. ..-''... DD.. �... f.Y.iQEt 28. Mobilehome utility clearance. ................................. ....... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing'violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. + 34. }� When you issue the�Per it pro e s as follows: Mail o o'wr9er. Mail to contractor. Telephonell and hold for pickup atM1f/ G A office. Deliver with inspector. Other Parcel Creation ��� Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollu`t on Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit iss 1. Index permit for above items No. 2. Additional items required: 1 11 (Circle above). Contractor, designer, owner, was advised of above required data by _IpKone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _'phone _ mail Counter by _ Date Plans checked by _ Date Plans approved by Date Sets of plans on hold in File cabinet AP folder r4�- r Copy - Department of Public Works E.H. USE ONLY Plot PI= Anached Yes Floor Plea Aa%cW yrS Smt to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 6r6sscctip 96 'eeso",-C s 6576 -130 -cal Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for 3 bedroom mobide home. Other Hold final for: Final clearance O.K. for: NOTE: X/� 3 ,do%vrn 1ic/Tle caowziv4ao1 i0fa -.-�e ex,i -47;E s-gplL Environ ental IlQth Specialist Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVI LLE CA 95965 TELEPHONE (916) 538-7541 OWNER1 ( Dom- " T�o�n.f a� /� c� C712o A.P. S ( haw PROPOSED BUILDING USE ��� DATE 'z REC. # DATE REC _�1. SCHOOL DISTRICT FEES (paid at District Office) SHERIFF FEES (paid at Building Dig ion) Residential.: unit amt. Commercial (sq. ft. ). x = $ 3. URBAN AREA FEES.. (paid at Building Division) Residential (per unit). x =$ ' #units amt. Commercial (sq. ft. ).. x = $ sq. ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) 6. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at- Building Division) 8.' CSA 87 TRAFTTC FEE $2500.00 (paid at Building Division) 9. OTHER z At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. t Cathy Goodwin -Architect 6447 Griffith Ave Marysville, Ca. 95901 916-749-1149 12-13-96 Butte County Building Department Re: 90 Resources Lane, Chico Ca. Enclosed you will find sheet Rl, revised truss sheets and revised energy calculations for the house under construction at the above address. The revisions entail adding transom windows above the dining room, great room and master bedroom windows. To add the transoms some of the trusses were modified, the modified truss sheets are included. The enclosed energy calculations reflect the revised window areas. This revision will not effect any shear walls or the original lateral analysis. Additionally, I have reviewed a change to the foundation plan which involves continuing the foundation straight at 'the bay locations and cantilevering the floor.joists 2'-0" to provide the floor structure at the bay. This' is an acceptable revision and will not adversely effect the structural integrity of the . building. The contractor will provide an exterior finish at the underside of the floor joist. the exterior deck will be supported with posts, footings and girders in lieu of a ledger in the cantilever portion. If you have any questions feel free to call, Sincerely, Cathy Goodwin , Architect ARn 000 �4r No. 21293 � REN. ' �®� CAS-oF��. February 4, 1997 Butte County Building Department # 7 County Center Drive Oroville, Ca. 95965 Attn: Martha Re: Johnson/Grosscup Residence I have reviewed the revised trusses submitted by Homewood Truss, dated December 6, 1996, and have found them to be in conformance to the building design requirements. The THA29 designation shown on the truss layout plan refers to a Simpson truss hanger. Please let me know if you need anything further. Sincerely, Cathy Goodwin Architect . Go BUTTE COLIN. TY'IMM. DEPAMOW RECEIVED MAR 0 6 1997 BUTTE COUNTY BUILDING} DIVISION y%. HOMEWOODiiie� TRUSS , 5033 Feather River Blvd. P.O. Box 5010 Marysville, CA 95901 Phone: (916) 743-8855 Fax: (916) 743-8856 Truss Design Submittal Designed By: Date: Sales. Representative: R-� mac• 9,199(1 Bryan J Wagner October 30 1996 Bryan Client ' Beau Grosscup & Linda Johnson Office Phone: Office Fax: Pro_i ect BUTTIE00U.Nn Site Phone: t Site Contact: APPROVED Plan: Elevation: Floor Systems 2006 Roof System: MEN III I Kill 11.111 OEM -0-MMIMECE o m C,_ cv ltdono" ,)At? � I IA(1(i11v.)�i P�} e -I Mp zb a ii 1 Q' a L& 7;0 J2. JN -36 -Nb jfo J2- 3I0 JbJte JL 1{ J =0 jes 24-0-0 8-0-0 8-10-0 5-2-1 19-0-0 Jobna96 �uj fline 3D Layout H OM EWO O D TRUSS Customer PLAN SCU WO: F /8" — Customer: GROSSCUP & JOHN Scale: 1/8 1 At<s,Dsgnr: BJW Chk: EP Date : 12/06/96 TC Live 16.0 psf DurFac - Lbr: 1.25 5033 FEATHER RIVER BLVD TC Dead 9.0 psf DurFac - Plt: 1.25 TRIU69RJAL PO BOX 5010 BC Live .0 psf O.C. Spacing: 24.0" MARYSVILLE CA 95901 BC Dead 8.0 psf Design Criteria: UBC o�000 Systems (916)743-8855 FAX 743-8856 TOTAL 33.0 psf a Components : 59 RECEIVED MAR 0 6 1997 BUTTE COUNTY BUILDING DIVISION Alternate Stud Comieclion with Strplc� \nP Stud NUT): Vent blocks may Dt omitted _ CoMse►Io11 � where no rent is required. \ DESIGN FOR TYPICAL CA ULE END TRUSS D-21. T -l/ 1411 1" Crown 1 1//"long - y 1 Ig D-71.6/1 - T- )I or cousl 1 � 0 > c a I o h U-14. T -l/ Verges to suit vent or outlooker Cutout for 2x1 told flat (Spacing per building genal Cutout for 2e/ laid flat A n 1 lag Add-on •1 , 1 % —I— with /dnaUa at Id"o.c. 2-16d valla (by builder) 1 -not'- required on 2x6 top chord "OFF STUD"CUTOUTS ON STUD"CUTOUTS I2, valet �CAULt k: HD TRUSS IV . TRUSA,. 2 -lid na Truea D-71. T -l/ 2.16d nails �QN\7Aae ¢92 'r OF CA DETAILS FOR 2 s 1 OUTLOOKEhS SUM � ��� a.t L OABLE END DWA 140 Ro I'll$ No.. Cable End Trues nwwrcowc�au��aar«.r«—...+r»wu�..l .•••••�w......r.....�.«..«►...: ro.ma..o:n....r..«.w..a�•�.�.y.w TRU6WAL wi.w..wb..a.-rtt......w.w...r....�.t.www+.e.r►a...�r.i...wr...r►.. r w�.......�.�r....�•.. b— 7E. Dale. It///11 �....WbiM.v�...........n...r.. t.......w..�r................v........�. oona.«.�eawa...n..rt.aa RONELflet• Des.D :JN Ck.D 2 y y.•.-..6"4OOV A.../.�Cao#A*tal M.f.•D� 220NO?p 07 [=-t"iOHMEWOOa TRUSS Gcnjn1EGT10rJ Z- Ito k svhy-�S ir& ti^.I ONE F�.c-E o .Q .kFT. E.2- C4�C2D GL= o2D 01 PZ;rA N P ,C�^o�� cNrJ fVAIL� Z7�� VE.LT1tJ�L--�PPo2TS AT (�=o" 0. C, �aX. A�ZF, P-EaV1 e F(!�, SPCLIYIL t�--C�,QV1Qi1�F�T� H I P i C,vls Es w \TtL Ex-reJJ 0 ZZ> -Tr)? C. lOLD SS L yP . r� Pit ZX NI P COMM-C—MONJ', 3- 8 -TbC W -\L5 OiQ M)LM-Plat`. O Commons oQL I ID &- 5i14141 cl cnlp NA.�L GrJ s���LE-PLY P2�ME pip TRU ss . 6-0-0 16 QTc ) �— Roofline 3D Layout aD�. H OM EWOO D TRUSS X -D Al A= Scale: 1/8" = 1' Date : 12/06/96 TC Live 16.0 psf Q, m 5033 FEATHER RIVER BLVD TC Dead 9.0 u m — �rcr o-rD m F'AnR�,/)r, F'i' ' .0 U, II II II I 1 I Z6 II II I Errfi P! 0T,IAERE+ n-1}lCC<, -, m BC Dead 8.0 1:ti Design Criteria: UBC 11 Components : 59 TOTAL II I psf BUTTE Co�1 b :f T W i. y S Z w t I N 10 EEEFI-F- 1,-) '37... JkI -Jc, 3p) JIO -3Z ..�10 -3a -��, �y �z- =v 24-0-0 8-0-0 8-10-0 5_2-t 19' �, Jobname: PLAN 2006 WO: F296 Roofline 3D Layout aD�. H OM EWOO D TRUSS Customer: GROSSCUP & JOHN Dsgur: BJW Chk: EP Scale: 1/8" = 1' Date : 12/06/96 TC Live 16.0 psf DurFac - Lbr: 1.25 T R'U'S W A L 5033 FEATHER RIVER BLVD TC Dead 9.0 psf DurFac - Plt: 1.25 PO BOX 5010 BC Live .0 psf O.C. Spacing: 24.0" 0000° Systems MARYSVILLE CA 95901 (916)743-8855 FAX 743-8856 BC Dead 8.0 psf Design Criteria: UBC 11 Components : 59 TOTAL 33.0 psf Job Name: RESIDENCE Truss ID: B1 Qty: 2 Drw : CA96341081-005 X -(AC REACT SIZE REOD TOP CHORD 2x4 FL N1 THIS DESIGN IS THE COMPOSITE RESULT OF PROVIDE UPLIFT CONECTION PER SCHEDULE : 1 0- 0-12 776 1.50" 1.50" &4 FL N1 & Btr. 2 MULTIPLE LOAD CASES. support 1 -173H 2 23- 7- 0 1108 3.00" 1.50" BDT CHORD 2x4 FL #1 PLATE VALUES PER ICBO RESEARCH REPORT #16U7. stfipor•t 2 -303# Customer Name: accordance with the current versions of TPI and AFPA design smn&rdr. No responsibility is assumed for dimensional accuracy. Dimermions arc to be Ds nr BW it LC = 6 g BEAU GROSSCUP W® 2x4 FL STANDARD WADED FOR 10 PSF NCH-CCNLUIT BCl1. This truss is designed using the C FORCE AXL BW CSI End verticals designed for axial loads only. PLATING BASED ON GREEN CABER VALUES. LBC-% Cade. 1 -2390 .08 .40 .47 End verticals that are extended above or NOTE: RIGHT OVERHANG DOES NOT WORK UNLESS Bldg Enclosed = Yes, End Zare = Yes 2 3 -1825 -1347 .03 .a6 .29 below the truss profile (if any) Ivey require design (by SUPPORTED AS INDICATED OR OTHER PROVISIONS ARE MADE TO REDUCE O.H. STRESS/DEFLECTION. Hurricane Ooean Line = No , E)v Category = C. Bldg 79.00ft, Association (AFPA) is located at 1250 Connecticut Ave, NW. Ste 200. Washington, DC 20036. TOTAL 33.0 psf .02 .29 .30 additional consideration qdh r's) Bldg ntith = 31.00ft, 4 -1418 .03 .35 .39 for lateral forces due to wind or seismic Mean height = 22.49ft, MPH = 75 Loads on the building. Classification = 4, Dead Load = 17.0 psf BC FORCE AXL END CSI 2 1299 .16 .34 .5500 ALL BEARINGS SHOWN ON THIS DRAWING 3 40 .01 .16 .17 ARE LOAD BEARING. SHIM OR WEDGE IF WB FORCE CSI *WB FORCE CS1 NECESSARY TO ACHIEVE FULL BEARING. 1 495 2 1488D .60 5 1� .47 744 5-4-4 5-4-4 5-4-4 3 304 .12 6 76 .03 7-4-4 1212-8-8 18-0 12 23-5-0 12-8-8 11-0-0 MAX DEFLECTION (spun) : L/720 IN MEL 6.6 (LIVE) L= -.39" D= -.41" 1- -.80" 9-" 3.5-5 Zo-6-1 0-0-10 0-1 8.00 -8.001 S_S 11--1-o r 11-5-5 10-4-3 23-8-8 ..l 4L�?• ;iii r."`� � `�� ` �-�� 42 7 r m 'W' 8 III I- 18012 23-5-0,% T' CIVIC Plates are 20 ga. unless shown by 1118"(18 ga.) or "H1106 ga.). COF CAUr� Scale: 3/16" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Date: 12/ 6/96 W0: F296 ® This design is for an Individual building component It has been based on specifications provided by the component mamrfacturer and done in Chk • EP Customer Name: accordance with the current versions of TPI and AFPA design smn&rdr. No responsibility is assumed for dimensional accuracy. Dimermions arc to be Ds nr BW it LC = 6 g BEAU GROSSCUP verified by thd The component manufacturer arid/or building designer prior to fabrication. The building designer shall ascertain that the leads utilized on TC Live 16.0 psf DurFaes L=1.25 P=1.25 TRU5WAL this design meet or exceed the loading imposed by the local building code. It is assumed thatit the top chord's laterally braced by the roof or floor ® SYSTEMS sheathing and the bottom chord is laterally braced by a rigid sboothing material directly attached, unless otherwise noted. Bracing shorn is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 9.0 psf Rep Mbr Bnd 1.15 content of the mood exceed 19% and/or cause connector pbte corrasion. Fabricate, handle, install and brace this Russ in accordance with the foDbwdng BC Live .0 psf 0. C . Spas i ng 2- 0- 0 stardards: TRUSCOM MANUAL', by Tnerwal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES'- I1728-A MAGNOLIA RIVERSIDE, CA 92505 W(800) 468.7610 PAX(909)689.2524 LA (QST -88), 'HANDLING INSTALLING AND BRACING METAL PTE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY BC Dead 8.0 psf Design Spec UBC -94 SHEET' by TPI. The Tres Plate Institute (TPI) is located at 583 D'Omfrio Drive, Madison, Woconsin 53719. The American Forest and Paper Def. Criteria: L/M TrusP lus 5.0 VER 09.27.96 Association (AFPA) is located at 1250 Connecticut Ave, NW. Ste 200. Washington, DC 20036. TOTAL 33.0 psf Job Name: RESIDENCE Truss ID: B2 Qty: 1 Drw : CA96341081-006 1% X -LOC REACT SIZE RED TOP WORD 2x4 FL #1 THIS DESIGN IS THE 011POSITE RESULT OF PROVIDE UPLIFT OONNECTION PER SGEDUIE 1 2- 1-12 1117 3.50" 1.50" BOT WORD 2(4 FL #1 MULTIPLE LOAD CASES. support 1 -52511 2 25- 7-12 780 1.50" 1.50" WEB 2x4 FL STANDARD PLATE VALUES PER ICBD RESEARCH REPORT #1607. stppor•t 2 -171# PLATING BASED ON GREEN CABER VALUES. LOADED FOR 10 PSF NDN-OONCURRETfT BOLL. This truss is designed using the X FORCE AXL DO CSI SYSTEMS sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless olueiwise noted. Bracing shown b for lateral support of components members only to reduce bueklirrg length. This component shall not be placed in any environment that will ease the moisture UBC-% Code. 1 223 .01 .19 .20 content of the wood exceed 19% and/or cause connector plate corrosion" Fabricate, handle, install and brace ibis truss in accordance with the rolkw ng Bldg Enclosed = Yes, End Zane = Yes 2 -14% .04 .24 .28 3 -1358 .02 .24 .25 11728-A MAGNOLIA RIVERSIDE, CA 9u05 standards: 'TRUSCOM MANUAL', by Tru r al, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (QST -98), 'HANDUNO INSTAUINO AND BRACINO METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) an! 'HIB -91 SUMMARY Hurricane ocean Line = No , E)q Category = C Bl 79.00ft, Bl Width = 31.00ft, 4 -1844 .01 .27 .29 PI -1030) 468-7610 FAM(W9)6W2524 SHEET'by TPI. The Truss Plate Institute (TPI) Is located at 583 D'Otnfrio Drive, Mad'uon, Wisconsin 53719. The American Forest and Paper Mean height = 22.51ftt,, MPH = 75 5 -2405 .06 .38 .44 TrusPlus 5.0 VER 09.27.96 Association (AFPA) is located at 1230 Connecticut Ave, NW, Ste 200, Washington, DC 20036. Classification = 4,, Dead Load = 17.0 psf IC FORCE AXL BW CSI 1 181 .00 .12 .12 2 186 .01 .15 .16 4 2111 .22 .61 .83 8 FORCE CSI 1B FORCE CSI 2-3-8 5-4-4 5-4-4 5-4-4 7-4-4 - 1 -860 .13 4 285 .1113-0-0-4 2 1105 5 1487 2-3 8 7-7-12 1844 25-5 S8 .45 .60 3 -221 A5 6 497 .19 13-0-0 12-8-8 N DEFLECTION (spari) 8.008.00 i 4718 IN HER 11-11 (LIW) 39" D= -.41" r- -.80" � 4,5 DEFLECTION MM IN MEM T 7 (LIVE) 7(L T � T ,� = ,02" D= .02" r- .04" 9-0-5 =0.4-5 Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.). Scale: 3/16" = 1' WARNING Read all notes on this sheet and give o copy of it to the Erecting Contractor. Date: 12/ 6/96 Wo: F296 ® This design is for an Individual building component It has been based on specifications provided by the componeat manufacturer and done In Chk : EP Customer Name accordance wilt the current venions of TPI and AFPA design standards. No espot ibility is assumed for dimensional accuracy. Dimensions ate to be Dsgnr: BW #LC = 9 BEAU GROSSCUP verified by The cmnpooent matmfachm and/or building designer prior to fabrication. The building designer shall ascertain lar the loads utilized on TC Live 16.0 psf DurFaes L=1.25 P=1.25 TRUSWAL ibis design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by The roof or floor SYSTEMS sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless olueiwise noted. Bracing shown b for lateral support of components members only to reduce bueklirrg length. This component shall not be placed in any environment that will ease the moisture TC Dead 9.0 psf P Re P Mbr Bnd 1.15 content of the wood exceed 19% and/or cause connector plate corrosion" Fabricate, handle, install and brace ibis truss in accordance with the rolkw ng BC Live .0 psf O.C. Spacing 2- 0- 0 11728-A MAGNOLIA RIVERSIDE, CA 9u05 standards: 'TRUSCOM MANUAL', by Tru r al, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (QST -98), 'HANDUNO INSTAUINO AND BRACINO METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) an! 'HIB -91 SUMMARY BC Dead 8.0 psf Design Spec UBC -94 PI -1030) 468-7610 FAM(W9)6W2524 SHEET'by TPI. The Truss Plate Institute (TPI) Is located at 583 D'Otnfrio Drive, Mad'uon, Wisconsin 53719. The American Forest and Paper Criteria: L/240 TrusPlus 5.0 VER 09.27.96 Association (AFPA) is located at 1230 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 33.0 psf Job'Nam+p:'RESIDENCE WARNING Read all nates on this sheet and give a copy of it to the Erecting Contractor. Date: 1216/96 Truss ID: B3 Qty: 1 Drw : CA96341081-007 NIG X -LOC REACT SIZE REX! TOP CHORD 2x4 FL #1 THIS DESIGN IS THE COMPOSITE RESULT OF PROVIDE UPLIFT CONNECTION PER SOEXILE 1 2- 1-12 1114 3.50" 1.50" BOT CHORD 2x4 FL #1 MULTIPLE LOAD CASES. Support 1 32511 2 25-6-12 783 3.50" 1.50" WEB 2x4 FL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT k1607. support 2 -171# Design Spec UBC -94 IWOM) 468-7610 PAX(W9)689-232/ SHEET' by TPI. The Tws Plate Institute (TPI) is located at 58:) D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper WEDGE 2x4 FL #1 LOADED FOR 10 PSF ION--CONQURRENT BCLL. This truss is designed using the rC FORCE AXL END CSI PLATING; BASED ON GREEN U11BER VALUES. UBC-% Cade. 1 266 .02 .16 .18 Bldg Enclosed = Yes, End Zane = Yes 2 3 154 .01 -1349 .27 .28 Hurncax/Oom Line = No , E)qp Cat"= C Bldg = Bldg Width = 31.ODft, 4 .04 -859 .04 .27 .33 .31 .37 .00ft, roof Mean rrrr0000000D�{{{ heigh79= 22.51ft, MPH = 75 5 -1066 .04 .33 .37 Classification = 4, Dead Load = 17.0 psf X FORCE AXL END CSI 1 220 .03 .12 .15 2 1109 .13 .20 .33 3 651 .07 .24 .31 4 821 .10 .17 .27 5 822 .10 .18 .28 ® FO CS1 WS FORCE CSS1 .23 2-1461 .95 6 305 .17 4 � .09 32 7 146 .06 IN MBI 0•0 (LIVE) = -.10' D= -.11" 1`- -.21" 9AX DEFLECTION (cant) : 7-7 (LIVE .01"D= .01"T= .01)0 9-0-s 20-4-5 2-1-12 4-4-4 6-6-0 � 2-1-12 6-6.0 134-0 13-0-0 00 6-3-8 6-5-1 19-3-8 25 8 8 12-8-8 -8 0000 2-3-8 6-9-8 6-9-8 9-10-0 "1' pl. K , 2 0 0 25 -" 2-3-8 6 -9_S -I 6-9�3-5-0 6-5-1 2-3-8 9-1-0 15-10-8 19-3-5 j�•��,.�y 5-B��S S �e� b �%A. C1 IL Plates are 20 ga. unless shown by 11181108 ga.) or "H"(16 ga.). Scay*� �-1I WARNING Read all nates on this sheet and give a copy of it to the Erecting Contractor. Date: 1216/96 W0: F296 ® Thb design b for an individual building component It bas been based anspecirkations provided by the component manufacturer and done in Chk: EP Customer Name: accordance with the current version of TPI and AFPA design obvA rds. No responsibility 6 assumed for dimenional accuracy. Dimension are tobe Iffupporto(components Ds nr BW qLt = 9 g I BEAU GROSSCUP verified by ma component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the Inds utilized as TC Live 16.0 psf Dur f acs L=1.25 P=1.25 TRU5WAL this design meet or emceed the loading imposed by me local building code. It is assumed mat me top chord is laterally braced by the roof or noon ® SYSTEMS ebeathing and the bottom chord is laterally braced by a rigid sbeatbing material directly attached, unless otherwise noted. Bracing sham b for lateral members only toreduce buckling length. This component shall not be placed in any environment that will cause me moisture TC Dead 9.0 psf Rep Mbr and 1.15 content of me wood emceed 19% and/or cause connector plate corrosion. Fabricate, bwWle• intalland brace this true In aecordaece with the following BC Live .0 psf 0. C . Spat i ng 2- 0- 0 1172&A MAGNOLIA RIv2RS7D8, CA 92305 standards: 'TRUSCOM MANUAL', by Tnwal, *QUALITY CONTROL STANDARD FOR METAL KATE CONNECTED WOOD TRUSSES' - n (QST -881, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HTB -91 SUMMARY BC Dead 8.0 psf Design Spec UBC -94 IWOM) 468-7610 PAX(W9)689-232/ SHEET' by TPI. The Tws Plate Institute (TPI) is located at 58:) D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Def. Criteria: L/240 rrusPLus 5.0 VER 09.27.96 Association (AFPA) Is located at 1250 Connecticut Ave, NW, Ste 200, Washington; DC 20036: TOTAL 33.0 psf Jab' Nam: RESIDENCE r2X -LOC REACT SIZE REOD l (- 1-12 782 3.50" 1.50" 23- 6-12 1102 3.50" 1.50" FORCE AX- END CSI -1065 .04 .33 .37 -BSB ate .33 .3B -127 295 2X4 24 STANDARD WEDGE .02 .2 4 .25 FORCE AXL BW CSI � DOES NOT WOW UNLESS SUPPORTED AS INDICATED OR 01M PROVISIONS .10 .17 .27 TRUSWAL 4-4 ® SYSTEMS sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, union otherwise noted. Bracing shown Is for lateral support of components members only to reduce buckling length. Th6 component shall not be placed in any emvironmeot that will cause the moisture 1107 .12 .22 .35 TOP CHORD 2x4 FL tri 23-8-8 2x4 FL #1 & Btr. 2 BOT CHORD 2x4 FL #1 NEB 2X4 FL STANDARD WEDGE 2X4 FL #1 BRGBIiG 13X 2X4 FL STANDARD NOTE: RIGHT OVEIg(M DOES NOT WOW UNLESS SUPPORTED AS INDICATED OR 01M PROVISIONS ARE MADE TO REDUCE O.H. STRESS/DEFLECTION. Truss ID: B4 THIS DESIGN IS THE OMWITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBG RESEARCH REPORT #1607. LAADED FOR 10 PSF NMKON OJRRENT BCLL. PLATING BASED ON GREEN LUMBER VALUES. End verticals designed for axial Loads only. End verticals that are extended above or below the miss profile (if any) may require additional design consideration (by others) for lateral forces due to wind or seismic Loads on the building. 6 . Drwg: CA96341081 PROVIDE UPLIIFT 00NECCTION PER SCHEDULE support 2 -300 This truss is designed using the UBC-% fade. 110 Enctosed = Yes, End Lone = Yes Hurruale Oom Line = No , E,� Cat C Bldg = 79.00ft, Bldg Mirth �°3�i.0o=ft, Meenrwf height = 22.51ft, MPH = 75 Classification = 4, Dead LOW = 17.0 psf FORCE CSI NB FORCE CSI 23-8-8 1 168 .43 5 205 .22 6-5-1� 6-3_ 7 6-" 1 4-2-8 3 532 145 .79 7 83 .09 6-5-1 12-8-8 19-2-8 23-5-0 4 -305 .17 .8 1182 .70 1248-8 11-0-0 ® FLECTION (spen) SIN Chk: EP 800 --0-01 accordance widk the current version n of TPI and AFPA design standards. No resposibility is assumed for dimensional accuracy. Dimensions are to be MEN 0-0 (LIVE) BEAU GROSSCUP verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that Ore loads utilized on _ -.1(Y' D= -.11" r- -.21" TRUSWAL 4-4 ® SYSTEMS 9-10-0 6-9-8 6-9-8 ccQ�QvO 23-8-8 6=5-1� 3-4-15 � 6-9-8 � 6-9� 6-5-1 9-10-0 16-7-8 23-S-0 �r AR �`�l�jFOF cAL►F Plates are 20 ga. unless shown by "181108 ga.) or "H"(16 ga.). -Scale: 3/16" = 1' WARNING Read ap notes on this sheet and give a copy of It to the Erecting Contractor. Date: 12/ 6/% Wo: F296 ® This design is for an individual building component. It has been based an specifications provided by the component manufacturer and done In Chk: EP Customer Name: accordance widk the current version n of TPI and AFPA design standards. No resposibility is assumed for dimensional accuracy. Dimensions are to be nr OS BW qLC = 6 g I BEAU GROSSCUP verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that Ore loads utilized on TC Live 16.0 psf Dur Faes L=1.25 P=1.25 TRUSWAL this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor ® SYSTEMS sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, union otherwise noted. Bracing shown Is for lateral support of components members only to reduce buckling length. Th6 component shall not be placed in any emvironmeot that will cause the moisture TC Dead 9.0 psf Rep Mbr Bnd 1.15 content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate• handle, install and brace this truss in accordance nim the following BC Live 1 .0 psf 0. C . Span i ng 2- 0- 0 11728-A MAGNOLIA RIVERSIDE, CA 92505 standards: TRUSCOM MANUAL', by Truswal. 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES'- (QST.99)'HANDUNG INSTANO AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY Wy BC Dead 8.0 psf Design Spec UBC -94 PH:(8D0)468-7610 PAX(W9)6R9-2524 TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper SHEET" b Criteria: L/240 TrusP Lus 5.0 VER 09.27.96 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200. Washington• DC 20036. TOTAL _. -' 33.0 psf Job.,Namv RESIDENCE Truss ID: BG Qty: 1 Drwg: CA96341081-009 A TYPICAL PLATE : 15-3 117MA MAONOLIA RIVERSIDE, CA 92505 PH:(800) 469.7610 PAX(90909.2524 TrusPLus 5.0 VER 09.27.96 TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 GABLE ELK 2x4 FL STANDARD PLATING BASED CN GREEN LIMBER VALUES. THIS DESIGN IS THE OMFOSITE RESULT OF MULTIPLE WAD CASES. PLATE VALUES PER ICED RESEARCH REPORT 111607. LOADED FOR 10 PSF NON-OQICURRE NT 8CLL. TC 94xvu 24.0 in. of uniform load at 16 ps ive and 9 psf dead plus art/ other loads as shown. Loads must be verified. Structural gable truss shah may be used on a continuous end -w -ed bearing wall. Attach gable verticals with plates indicated or (5)-16 ga. staples. Designed for gravity loads only unless noted otherwise. Lateral Leeds and their connections (if any) are the responsibility of others. See Tru%el's standard gable detail for suggested gable bracing requirems,ts. :-0B� 2d0 2802.80 28198 H 248 1.84 718 10." 1241-8•60 12-8-8 8 00 3.4 13-0-0 ............................. 0000 This truss is designed using the UBC-% Code. Bldg Enclosed = Yes, Fid Zone = Yes Hurricane Ocean Line = No ,Category = C Bldg = 79.00ft, Bldg llidth = 31.CIOft, Mean ho = 22.51ft, MPH = 75 Classifit�tion = 4, Dead Load = 17.0 psf 9005 240 2118 25.8.8 10-43 TO -4-5 25-8-8 e 0-3-8 it STIR 2.0.8 ,22 2-" 2 I00 '� 280 2� 2b0� 2.0.8 ides 7-" 160.8 110.8 16-84 19L" 2I-08 ��ii Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.). OVER CONTINUOUS SUPPORT WARNING Read all nates on this sheet and give o copy of it to the Erecting Contractor. This design is for an individual building component It bon been based an specifications provided by The comporeed mamifae Wrer ram done in accordance with Bre cur ent versions of TPI and AFPA design standards. No neeMsibdity is assumed for dimemiarol accuracy. Dimensionsare b be verified by the component m>arufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the leads utilized on this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor sheathing and the bottom chord 6 laterally braced by a rigid sbea" roalrial directly attached, unless otherwise noted. Bracing shown Is for lateral support of components members only b refire buckling length. This component shall not be placed in any environment dot will cause The moisture eonteat of the wood exceed 19% and/or cause cotmector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'TRUSCOM MANUAL', by Truswol, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (QST -99). 'HANDLING INSTAW NO AND BRACINO METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPl) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1250 Connecticut Ave, NW, Ste 2W, Washington, DC MM. Date: 12/ 6/96 Chk: EP Dsgnr: BW #LC = 9 TC Live 16.0 psf TC Dead 9.0 psf BC Live .0 psf BC Dead 8.0 psf TOTAL 33.0 psf Scale: 3/16" = 1' W0: F296 Customer Name: BEAU GROSSCUP DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -94 Def. Criteria: L/M Jqb Nance: RESIDENCE Truss ID: BH Qty: I Drw : CA96341081-010 1 X -LOC 0-1-12 REACT 789 SIZE FEW 3.50" 1.50" TOP CHORD 2X4 FL #1 2X4 FL #1 & Btr. 4 THIS DESIGN IS THE COMPOSITE RESULT OF MEA-TIPLE LOAD CASES. PROVIDE UPLIFT CONNECTION PER SCHEDULE su;Wt 1 -168# 2 2.3-10- 8 1115 3.071 1.50" ECYT CHORD 2X4 FL #1 PLATE VALUES PER ICED RESEARCH REPORT #1601. support 2 -2991y Oda design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the rod or floor TC live 16.0 psf DurFaes L=1.25 P=1.25 SYSTEMS sheathing and the bottom chord is laterally braced by a rigid sbeatbing material directly attacbed, unless otherwise noted. Bracing shave is for labral -"ad of components members only to reducebuciclirg length. Thio component shall not be placed in any environment that will cause the moisturo WEB 2X4 FL STANDARD LOADED FOR 10 PSF NW -CONCURRENT BCLL. This miss is designed using the C 1 FORCE 2497 AX. END CSI 2X6 FL #2 9 Drainage mut beprovided to avoidportding. UBC-% Code. (QST -8g), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and 'HIB -91 SUMMARY BC Dead 8.0 psf .16 .43 .59 End verticals designed for axial leads only. PLATING BASED ON GREEN LtIIBER VALUES.Bldg Enclosed = Yes, End Zone = Yes 2 3 -1829 -1814 .04 AS .33 .37 land verticals tfiat are extended above or below the truss (if NOTE: RIGHT OVEAFVNG DOES NOT NOfaC UNLESS SUPPORTED AS INDICATED Hurricane Ocean Line = ND , Categofy = C 4 -1964 .04 .20 .31 .25 .35 profile ant) Itey require additional design consideration (by others) OR OTHER PROVISIONS ARE MADE TO REDUCE O.H. STRESS/DEFLECTICN. Bldg 79.00ft, Bldg kidth = 31.ODft, Mean height = 22.18ft, MPH = 75 5 -1406 .04 .41 .45 for LateraL forces due to wind or seismic Classification = 4, Dead Load = 17.0 psf Loads on the building. F � END tsI ** 2x4 CONTINUOUS LATERAL COLUMN 3 r6 :a6 .50 ALL BEARINGS SHOWN ON THIS DRAWING BRACING ATTACHED WITH TWO (2) 4 1242 .15 .15 .13 . .28 ARE LOAD BEARING. SHIM OR WEDGE IF 12d NAILS TO EACH MEMBER WHERE 5 39 .01 .13 .14 NECESSARY TO ACHIEVE FULL BEARING. INDICATED BY WB FORCE CSI W8 FORCE CSI 7-712 444 6-2-10� 5-5-14 1 214 .09 6 1108 .45 7-7-12 12-0-0 18 2-10 23-8-5 2 -522 .18 7 -281 .05 12-0-0 4-6-5 5-10-15 3 1737 .71 8 1135 .46 r t 4 -479 .16 9 79 .01 5-1044 .132-1-1 800 -8.008.00 -.15" D= -.16" 1= a: Platt WARNING Read all notes on this sleet and give a copy of it to the Erecting, Contractor. Date: 12/ 6/96 WO: F296 ® Tbla design Is for an individual building component It has been bated on specifications provided by the component manadacturer and done in Chk • EP Customer Name: accordance with the current version of TPI and AFPA design standards. No responsibility It assumed for dimenional acctim y. Dimension are to be Ds BY #LC = 6 BEAU vented by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized an g nr GROSSCUP TRUSWAL Oda design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the rod or floor TC live 16.0 psf DurFaes L=1.25 P=1.25 SYSTEMS sheathing and the bottom chord is laterally braced by a rigid sbeatbing material directly attacbed, unless otherwise noted. Bracing shave is for labral -"ad of components members only to reducebuciclirg length. Thio component shall not be placed in any environment that will cause the moisturo TC Dead 9.0 psf Rep Mbr end 1.15 content of the wood exceed 19 % and/or cause connector plate corrosion. Fabricate, handle, mall and brace this bum in accordance with the following 'TRUSCOM 'QUALITY BC Live .0 psf 0. C . Spae i ng 2- 0- 0 etandards: MANUAL', by Truswal, CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - I1728 -A MAGNOLIA RIVERSIDE, rw 925D5 PH:(8D0)4M7610 PAX(909)689.2524 (QST -8g), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and 'HIB -91 SUMMARY BC Dead 8.0 psf Design Spec UBC -94 TrusP lus 5.0 VER 09.27.96 SHEET' TPI. The Truss Plate Intitub by (TPI) V lasted at 581 D'Omfr{o Drive, Madison, W4corein 33719. The American Forest and Paper Association (AFPA) 6 lasted at 1250 Connecticut Ave, NW, Ste 200• Washington, DC 200'.96. TOTAL 33.0 psf Def. Criteria' L Joie Nan* RESIDENCE Truss ID: W RD Qty: 2 Drwit: CA96341081-011 I W3 X -LOC REACT SIZE REOD 1 0- 0-12 1445 1.50" 1.50" '2 23- 7- 0 177'1 3.00" 1.50" FORCE AXL END CSI �6fl� .17 .63 .80 -6722 .35 .35 .69 -6316 .32 .12 .44 -5721 .11 .29 .41 -3197 .06 .42 .47 FORCE AXL END CSI 9594 .82 .13 .95 2-PLYS BC Dead 8.0 psf Design Spec UBC -94 5-301 10400 .73 .2D .94 7962 .% .20 .76 5879 .41 .32 .73 TOP CHORD 2x4 FL P1 BUT CHORD 2x4 FL N1 24 FL SS WEB Z(4 FL STANDARD 1 26 FL 42 9 Drainage must be provided to avoid ponding. End verticals designed for axial loads only. End verticals that are exteded above or below the thus profile (if any) may require additicrel design consideration (by others) for lateral forces due to wind or seismic loads on the building. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICED RESEARCH REPORT #1607. LOADED FOR 10 PSF NON-OONCURIM BCLL. Unrestrained horiz. LL deflection = .26 in. PLATING BASED ON GREEN LLIBER VALUES. 2 -PLY! Nail w/10d COMMON, s (NDS -91 Sect. 12) in: TC- 2/ft BC- 27ft WEBS- 2/ft PROVI MFT UCTICN PER SCHEDU E sTport2 -319N PROV�FORIHORZS� ION PER SCHEDULE B FORCE CSI WB FORCE CSI 7-" 44_4 6-2-10 5-5_ 14 1 259 .05 6 3118 .59 7-4-4 114" 17-11-2 23-5-0 66649 TC Live ! 16.0 psf DurFaes L=1.25 P=1.25 TRUSWAL � I1_" 8 4 6 5 7 -10 -IS 3 .% 3198 8 .61 TC Dead 9.0 psf Rep' Mbr Bnd 1.00 4 -2386 .36 9 2364 .14 2-PLYS BC Dead 8.0 psf Design Spec UBC -94 5-301 .42 Def Criteria: L/240 MQUIRED 800 2-0-0 -8 0000 f -� -8 00 . M.AI�N MEPX M 8 .6 (LIVE) -. W" D= -.28" r- -.54" , ALL ILARNCS S10VN ON TRt DIAYINC AAI LOAD 1[A111C. SRN ON YIDCL 1► XtCISSANT 10 AOR M POLL ICACINC. 8-0-6 '• HAA CO"INOOOI LATINAL COLUMN I IIAC INC ATTACI[0 VITN tV0 (1) Std NAILS TO [AC/ N[NSL1 VNLNI 11DICATIV 11 I_). 01AC 100tt TO T1A1t►tt 11101 P01110PIAL LOAD (ItI OT1[ti) A►►ULD ITLNLT AL 44 TO► CNOND TO 5:t1o" evoto AS 3NOWN .,::A C T�.1 terss D[SLCt CON►ONNt TO UIC. DURA 11 1 INCIIASL tt 1.93. 0-0-10 0-1 rl_r�f1D Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.). Scale: 3/16" = 1' WARNING Read aU nous on this sheet and give o copy of it to the Erecting Contractor. Date: 12/ 6/% W0: F296 ® This design is for to Individual building Lompooent It has been based onspecifications provided by the component manufacturer and done in Chk • EP Customer Name' accordamo will me curmat versions of TPI and AFPA design uandardt. No responsibility is assumed for dimensional accuracy. Dimension aro b be D4 nr' BW NLC = 6 g I BEAU GROSSCUP �ri� by the component mamtfacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live ! 16.0 psf DurFaes L=1.25 P=1.25 TRUSWAL this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord L laterally braced by the roof or Moor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown it for lateral ® SYSTEMS support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 9.0 psf Rep' Mbr Bnd 1.00 content of the wood exceM 19% andwor cause connector plate corrosion. Fabricate, handle; install and brace mit truss in accordance with the following BC Live .0 psf 0. C . Spas i ng 2- 0- 0 I1728-A MAGNOLIA RIVERSIDE, CA 92505 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES'- ES (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSS' - (HIB -91) and 'HIB -91 SUMMARY BC Dead 8.0 psf Design Spec UBC -94 PH49M) 468.7610 PAX OD909.2524 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Def Criteria: L/240 rrusP lus 5.0 VER 09.27.96 Association (AFPA) is located at 1250 Connecticut Ave, NW. Ste 200, Washington, DC 20336. TOTAL 33.0 psf • Jo lu1`3�: RESIDENCE WB FORCE Truss ID: BL Qty: I Drw : CA96341081-012 ERG 1 X -LOC REACT 0-0-12 776 SIZE REM 1.50" 1.50" TOP CHORD 2x4 FL #1 2x4 FL #1 & Btr. 4 THIS DESIGN IS THE COP1POSITE RESULT OF MULTIPLE LOAD CASES. 7-4-411-&8 2 23-7-0 1108 3.01)" 1.50`1 BOT CHORD 2x4 FL !l1 PLATE VALUES PER I(BD RESEARCH REPORT #1607. 41-5 9-10 15 , TC 1 FORCE -2410 AX. EM CSI WEB 2x4 FL STANDARD 2x6 FL fit 9 PLATING BASED ON GREEN LL11�t VALUES. LOADED FOR 10 PSF N34-OMICURRENT BCLL. Drainrtaaggee must be provided to avoid ponding. Extended PROVIDE UPLIFT CONNECTION PER SCHEDULE 2 -1798 .C5 .07 .46 .29 .51 .36 Erd verticals designed for axial Loads only. tcp chord requires 2x4 web material at 48" o.c. max. d, to the chord below support 1 -244# Support 2 -444 3 4 5 -1787 -1809 -1393 .07 .05 .04 .28 .28 .40 .35 .34 .44 End verticals that are extended above or below the truss profile (if any) may require additional design consideration (by others) and attached with 1.5-3 min. plates or (5)-16 staples or adequate nailing by otters lcal teac�i old. This truss is designed using the UBC-% Cade. Bldg Enclosed = Yes, End Zone = Yes FORCE AXL BND CSI for Lateral forces due to wind or seismic loads on the building. NOTE: RI OVERHANG DOES NOT WOW UNLESS SUPPORTED AS INDICATED OR OTHER PROVISIONS Hurrlcarne Ocean Line = N O , E)p Category C Bldg = 79.ODft, Bldg 2088 .25 .35 .60 ARE WIDE TO REDUCE O.H. STRESS/DEFLECTION. idth = 3'I.(Dft, Mea) height = 22.16ft, NPH = 75 2 3 2086 2101 .31 .31 .07 .08 .38 .40 Classification = 4, Deed Load = 17.0 psf 4 1229 .15 .13 .28 5 39 .00 .14 .14 FORCE CSI WB FORCE CSI 7-" 4-" 6-2-10� 5-5-14 2 -468 � .1166 968 7 066 7-4-411-&8 17-11-2 23-5-0 4 155337 TRUSWAL 11779 .0 11-8-8 41-5 9-10 15 , and One bottom chord Is laterally braced by • rigid sheathing material directly attached, unku otherwise noted. Bracing shown to for lateral support of components members only to reduce buckling length. Tbis component shall not be placed In any environment that will cause One moisture .21 9 .0011 content of the wood eared 19% and/or cause comawtor plate corrasion. Fabricate, handle, Install and brace Oris truss in accordance with the follewlrg 'TRUSCOM 'QUALITY BC Live .0 psf 5-1042 .182-0-0 standards: MANUAL', by Tnnwal, CONTROL. STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES'- (QST -88) 'HANDLUNO INSTAL JNO AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and 'HiB-91 SUMMARY BC Dead 8.0 Sf P F-8.00 -8-.001 I -8.00 MEN PAX DELECTION (spun) : IFN MEN (LIVE) -.15" D= -.16" T= -.31" ALL BEARINGS SHOWN ON THIS DRAWING ARE LOAD BEARING. SHIM OR WEDGE IF NECESSARY TO ACHIEVE FULL BEARING. •• 2x6 35-5 CONTINUOUS LATERAL COLUMN Io -6-1 BRACING ATTACHED WITH TWO (2) 0-0-10 12d NAILS TO EACH MEMBER WHERE INDICATED BY (**). O -V 5.00 i 1-5.00 11-7-0 i 11-8-8 , 23-8-8 13U 7-444-4-4 6-2-10 S � 5-_ 14 ic� ; 7-4-4 11-8-8 17-11-2 23-5-0 r..� A PRE Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.). . Scale: 3/16" = 1' WARNING Read aU nates on this sheet and give a copy of W to the Erlecdng Contractor. Date: 1216/96 W0: F296 ® ThH design Is for an individual building compomnl It has been based onspeeifica6on provided by Ore component mamfacturer and done in Chk' EP Customer Name: accordance atm the current versions of TPI and AFPA deign ata�rds. No responsibility me is assumed for dinsioral accuracy. Dimension are to be verified by d,e component marsnfacturer sad/or building designer prior to fabrication.Ds The building designer shall ascertain that One leads utilized on Isheadaing g nr BW #LC = 6 BEAU GROSSCUP TRUSWAL this design meet or emceed The loading imposed by the local building code. It Is assumed tat the top chord Is laterally braced by the roof or floor TC Live 16.0 psf Durfacs L=1.25 P=1.25 ® SYSTEMS and One bottom chord Is laterally braced by • rigid sheathing material directly attached, unku otherwise noted. Bracing shown to for lateral support of components members only to reduce buckling length. Tbis component shall not be placed In any environment that will cause One moisture TC Dead 9.0 psf Rep Mbr Bnd 1.15 content of the wood eared 19% and/or cause comawtor plate corrasion. Fabricate, handle, Install and brace Oris truss in accordance with the follewlrg 'TRUSCOM 'QUALITY BC Live .0 psf 0. C . Spas i ng 2- 0- 0 11T28 -A MAGNOLIA RIVERSIDE, CA 92503 standards: MANUAL', by Tnnwal, CONTROL. STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES'- (QST -88) 'HANDLUNO INSTAL JNO AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and 'HiB-91 SUMMARY BC Dead 8.0 Sf P Design Spec UBC -94 9 P PH:(SW) 4W7610 PAX:(W9)6W2M4 TrusPLus 5.0 VER 09.27.96 by TPI. Th SHEET" e True Plate Institute (TPI) V located at 583 D'Onofrio Drive, Madison, NruKonsin 5]719. The American Forest a� Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 201). Washington.'DC 20036. TOTAL 33.0 psf Def, l8 40 Crter ' i . GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation Number of Dwelling Units: Floor Construction Type: BUILDING SHELL INSULATION 2006 ft2 SFD Single Family Detached 325 deg (North) 1.00 Raised floor Component Insul Assembly CERTIFICATE OF COMPLIANCE: Residential -----------.--------------------------------------------- Page 1 CF-1. Project Title: Custom home for 90 Resources lane Run: 091 13 -Dec -9 Project Address: 90 Resources Lane Door Chico,Ca 0.330 ---------------------------------------- Outside Building Title: Custom home for 90 Resources Lane Building Permit # Document Author: Cathy Goodwin 15 0.081 Telephone: P an Date Ceiling 02 --o - 9'7 Compliance Method: CALRES2 Version 1.31 Fie C ec Date Climate Zone: 11 Floor 19 0.048 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation Number of Dwelling Units: Floor Construction Type: BUILDING SHELL INSULATION 2006 ft2 SFD Single Family Detached 325 deg (North) 1.00 Raised floor Component Insul Assembly Type -- R -value U -------- -value Location/Comments Door -------- 0 0.330 ---------------------------------------- Outside Wall 15 0.081 Outside - Ceiling 38 0.028 Attic Floor 19 0.048 Crawlspace FENESTRATION Area U- Interior Exterior Overhang Frame Orientation ---------- (ft2) value ----- ----- Panes ----- Shading ---------- Shading and Fins Type Window North 40.0 0.500 2 Lgt Blind ---------- Bug Screen -------- Overhang -------- Vinyl Window West 64.0 0.500 2 'Lgt Blind Bug Screen Overhang Vinyl Window North 24.7 0.500 2 --�-'Std Drape Bug Screen Overhang Vinyl Window North 30.8 0.500 2 Std Drape Bug Screen None Vinyl Window West 8.3 0.500 2 Std Drape Bug Screen None Vinyl Window South 22.7 0.500 2 Lgt Blind Bug Screen Overhang Vinyl Window South 105.3 0.500 2 Std Drape Bug Screen Overhang Vinyl Window South 80.0 0.490 2 Std Drape Bug Screen Overhang Vinyl Window East 39.0 0.500 2 Lgt Blind. Bug Screen Overhang Vinyl THERMAL MASS Area Thick Type Exposed? (ft2) (in) --------- ----- Location/Comments None ----- ------ - --------------------------------- HVAC SYSTEMS Type Efficiency -------------------------- ---------- Furnace - 0.80 AFUE Air cond. -- central split 12.00 -SEER Duct Location and R -value ------------- Attic R-4.2 Attic R-4.2 CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R System Name ------------ Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Custom home for 90 Resources lane Run: 091 13 -Dec -96 Standard StandardGas Storage WATER HEATING SYSTEMS HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES None COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. BUTTE COUNTY Distrib Water Water # of Energy Volume Wrap System Name ------------ Type Heater -------------------- Name Heater ----------------- Type Htrs ---- Factor (gal) R-val ------ ------ ----- Standard—Gas Standard StandardGas Storage gas 1 0.63 50 10 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction ------------- type ------------ boiler? ---------- boiler pump? ------------- ------------ Standard Gas -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) =------ Loss R -value (Btuh) ------------ StandardGas ---------- ---- 760-o ------- -- 36.00 ------- -- -- ------ -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES None COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. BUTTE COUNTY CERTIFICATE OF COMPLIANCE: Residential, Page 3 CF -1R Project Title: Custom home for 90 Resources lane Run: 091 13 -Dec -96 DESIGNER OR OWNER DOCUMENTATION AUTHOR Cathy Goodwin Cathy Goodwin CJG Architecture 6447 Griffith Ave Marysville, Ca 95901 749-1149 Lic.#: Signed Date ENFORCEMENT AGENCY Name: Title: Agency: T6 lephone: Signed Date i O`,� 110I. .RM BUTTE 00UNPY COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: Custom home for 90 Resources lane Run: 091 13 -Dec -96 Project Address: 90 Resources Lane Chico, Ca Building Title: Custom home for 90 Resources Lane Building Permit # Document Author: Cathy Goodwin Telephone: Plan Check Date Compliance Method: CALRES2 Version 1.31 Field Check Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 14.31 Space Cooling 1.2.93 Water Heating 11.83 Total Wall 39.07 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building -Front Orientation Number of Dwelling Units: Number of Stories: Proposed Design --------------- 14.79 14.14 9.84 -------- Complies 38.77 Yes 2006 ft2 SFD Single Family Detached 325 deg (North) 1.00. 1 Floor Construction Type: Raised floor Number of Conditioned Zones: 1 Total Conditioned Volume: 16048 ft3 Conditioned Footprint Area: 2006 ft2 Ground Floor Area: 2006 ft2 BUILDING,ZONE INFORMATION Floor Zone Area Volume Name (ft2) ( f t 3) Type house 2006 16048 Conditioned OPAQUE SURFACES Surface Area Type ---------- ------ (ft2) Zone = house (ft2) Door 40.0 Wall 383.5 Wall 264.0 Wall 63.0 Wall 3.7 Wall 288.7 Wall 27.3 Thermostat Type ------------ CEC_Standard Vent Vent Height Area (ft) (ft2) 2'0" 35.6 U- Insl Tru Slr Construction value Rval Azm Tlt Gns Type Location/Comments ----- ---- --- --- --- ------------ -------------------------- 0.330 0 325 90 Yes CEC30-Wood Outside 0.081 15 325 90 Yes W15_2x4.16 Outside 0.081 15 235 90 Yes W15.2x4.16 Outside 0.081 15 10 90 Yes W15.2x4.16 Outside 0.081 15 280 90 Yes W15.2x4.16 Outside 0.081 15 145 90 Yes W15.2x4.16 Outside 0.081 15 190 90 Yes W15.2x4.16 Outside COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: Custom home for 90 Resources lane Run: 091 13 -Dec -96 OPAQUE SURFACES continued Surface Area U- Insl Tru Slr Construction Type (ft2) value Rval Azm Tlt Gns --- --- Type ------------ Location/Comments -------------------------- ---------- Wall ------ ----- 265.0 0.081 ---- --- 15 55 90 Yes W15.2x4.16 Outside Ceiling 2006.0 0.028 38 -- 0 Yes R38.2x14.16 Attic Floor 2006.0 0.048 19 -- 180 No FX19.2x8.16 Crawlspace PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type ----------- (ft) -------- Factor ------ R-val ----- ------ (in) Location/Comments ---------------------------------- None FENESTRATION SURFACES Glazing Fenestration Area Tru Open Frame Charactr _ Name Type (ft2) Azm Tlt Type Type Name Comments ------------ ---------------- -------------- ---- Zone = house ----- --- --- ------- -------- wl Wind 24.0 325 90 Slider Vinyl dblblind w2 Wind 40.0 235 90 Slider Vinyl dblblind w3 Wind 10.0 325 90 Slider Vinyl Double w4 Wind 8.3 10 90 Slider Vinyl Double w5 Wind 22.5 325 90 Fixed Vinyl Double w6 Wind 8.3 280 90 Slider. Vinyl Double w7 Wind 16.0 325 90 Slider Vinyl dblblind w8 Wind 12.0 235 90 Slider Vinyl dblblind W9 Wind 12.0 235 90 Slider Vinyl dblblind w10 Wind 16.7 145 90 Slider Vinyl dblblind wll Wind 6.0 145 90 Slider Vinyl dblblind w12 Wind 30.0 145 90 Slider Vinyl Double w13 Wind 8.0 145 90 Fixed Vinyl Double w14 Wind 15.0 145 90 Slider Vinyl Double w15 Wind 3.3 145 90 Fixed Vinyl Double w16 Wind 40.0 145 90 Slider Vinyl Doubledr w17 Wind 8.0 145 90 Fixed Vinyl Double w18 Wind 15.0 145 90 Slider Vinyl Double W19 Wind 3.3 145 90 Fixed Vinyl Double w20 Wind 12.0 190 90 Slider Vinyl Double w21 Wind 2.7 190 90 Fixed Vinyl Double w22 Wind 40.0 145 90 Slider Vinyl Doubledr w23 Wind 8.0 145 90 Fixed Vinyl Double w24 Wind 12.0 10 90 Slider Vinyl Double w25 Wind 2.7 10 90 Fixed Vinyl Double w26 Wind 15.0 55 90 Slider Vinyl dblblind w27 Wind 24.0 55 90 Slider Vinyl dblblind EAJTTE BUIL DN_ �-UV D COMPUTER METHOD SUMMARY Above Page 3 C -2R Project -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Title: Custom home for 90 Resources lane Run: 091 13 -Dec -96 GLAZING CHARACTERISTICS ------------ w 1 ------ 41011 ------ 61011 ------ 21411 --------- Glazing 0,011 --------- 31011 w2 618" 610" 214" Charactr Glazing # of U- SC Gls Interior SC Int Exterior SC Ext Name ------------ Type Panes --------- ----- value ----- Only ------ Shade Type ---------- Shade ------ Shade Type ---------- Shade dblblind Clear 2 0.500 0.880 Lgt Blind 0.580 Bug Screen ------ 0.870 Double Clear 2 0.500 0.880 Std Drape 0.780 Bug Screen 0.870 Doubledr Clear 2 0.490 0.880 Std Drape 0.780 Bug Screen 0.870 OVERHANGS Fenestration =------------------------- Above Left Right Name Height Width Depth Glazing Extension Extension ------------ w 1 ------ 41011 ------ 61011 ------ 21411 --------- --------- 8" 0,011 --------- 31011 w2 618" 610" 214" 10" 010" 610" w3 31411 31011 21411 8" 0,011 371011 w7 410" 410" 214" 8" 110" 6310" W8 41011 31011 21411 8" '0" 01011 211011 W9 410" 310" 214" 8" 1110" 1010" - w10 314" 510" 110" 112" 5310" 1010" W 1 1 31011 21011 '0" 11011 11211 431011 23'0" w 1 2 51011 61011 11011 1' 2 11 331011 29'0" w13 114" 610" 110" 010" 3310" 2910" w 1 4 61011 21611 1101, 11411 281011 37'6" w15 114" 216" 110" 010" 2810" 3716" w16 618" 610" 110" 114" 2410" 38'0" w 1 7 11411 61011 11011 01011 241011 38'0" w 1 8 61011 21611 11011 11411 211011 44'6" W19 114" 216" 110" 010" 2110" 4416" w 2 0 61011 21011 21411 11411 101011 56'0" w21 114" 210" 214" 0'0" 1010" 5610" w22 618" 610" 110" 114" 510" 5710" w23 114" 610" 110" 010" 510" 5710" w24 610" 210" 2'4" 114" 210" 64'0" w25 11411 21011 21411 01011 21011 641011 w26 310" 5'0" 214" 10" 010" 6310" w27 41011 61011 21411 1011 0' 0" 621011 FINS Left Fin Right Fin Fenestration -------------------------- Exten Dist -------------------------- Exten Dist -------------------------- Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing ------------ None ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ !r' COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: Custom home for 90 Resources lane Run: 091 13 -Dec -96 THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------------------------------------------------------------------ None HVAC SYSTEMS Duct Location System Name System Type Efficiency and R-value --------------------------------------------------------------- Zone = house GasFurn.80 Furnace 0.80 AFUE Attic R-4.2 ACsplit12 Air cond. -- central split 12.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name ------------ Heater Type ----------------- Htrs ---- Factor ------ (gal) ------ R-val ----- -------------------- Standard—Gas Standard StandardGas Storage gas 1 0.63 50 10 WATER HEATING SYSTEMS MISC &JTT-iE COUNTY RO Solar savings Solar system Wood stove Wood stove System Name fraction ------------- type ------------ boiler? boiler pump? ----------------------- ------------ Standard Gas -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ------------- StandardGas ---------- ---- 7606 ------- -- 36.00 -------------- ----- -- -- -- &JTT-iE COUNTY RO COMPUTER METHOD SUMMARY Page 5 C -2R Project Title: Custom home for 90 Resources lane Run: 091 13 -Dec -96 HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value None SPECIAL FEATURES, REMARKS, AND NOTES None -------------------------------------------------------------------------- SU Wt D14 4,0 este-05'' r. i E tf rpt :. EVU -01 CHATEAU BEAU �O RE5OURGZ-5 LANE GHI�O, CALIFORNIA DATE: 5-I=616 PA61E5: I THRU 1.2 PREPARED 5"r: E� AR CATH"' 600P N I N -ARCHITECT �t��'S a. G1000���` �4 SRI =PITH AVE 1 MARY5\/IDLE, cA. ti No. C < VJ3 !r 'T4q-1141 �51�0I ` REN. I,._I'i_ Ot Vr.� -ah--v 0 • j r:5, 1? STRUCTURAL CALCULATIONS FOR "CHATEAU BEAU" PREPARED BY CATHY GOODWIN ARCHITECT DESIGN CRITERIA I. UNIFORM BUILDING CODE, 1994 EDITION' NATIONAL DESIGN SPECIFICATION, 1991 II. SOIL ALLOWABLE FOUNDATION PRESSURE 1500 PSF III. FOUNDATION CONCRETE F'c = 2500 psi IV. STEEL REINFORCEMENT: Fy = 60 ksi V. DESIGN LOADS ROOF TC LIVE 16psf TC DEAD 9psf BC LIVE 5psf BC DEAD lopsf FLOOR LIVE 40 psf DEAD 10 psf tJ of:. e6�i VI. LATERAL LOAD CALCULATIONS WIND LOAD BASIC WIND SPEED 75 MPH EXPOSURE B -SITE HAS TERRAIN WITH BUILDINGS AND FOREST SURROUNDING IT FOR OVER A MILE SEISMIC DESIGN SEISMIC ZONE: 3 IMPORTANCE FACTOR: 1 4 or- r2 S .�tq+2- - l2 • gh�a�wal� tl �e ------=-�_..�_ _��_. �,_h..=_ ._ 8C ..(_I_O' �=-8_CoC�.,_,,.�'ovc�i�---s'�o►hc�av�_an_c�toY��OoI� I P �t�22 vs) ��- �� _ nos s -f vd he�Q�wall _---L►��,_-_O �-_--_:. 07.9s`��xn�pyd_ar,�kW 6)t , - - -- - --: 11__^�r�cayo W�1\_ L hC -- - ---- -- -- -- -- --- - -- - - -- ------ --ate 1��.1�-�--- -- ----- AM- ClAy" S CAA r i-- _ �1 �t 4-J euft aS oi-e4 10 300D rN26i 26 L L ILI)ie a�•�_�,. --- L�nE15-70. . 24). ---�-�-�--- - - � c�, Mme x..q- __ - . lam . �. � C.�!,�.v► ' - ___-__ fo�.x2,c1,33x►�� Z ".- - -�.'�� . _�E�-. �f0, � VINCo �-�-_„--i.. RooF 6or 2 '} |� | |\ '---- - 7�� \|l ' u Z����-���'____�__��� ,\ / AL -------- - -----F`---- - ` i� AJL 4 WOOD NAILING CONNECTIONS Connection 1. Joist to sill or girder, toenail 2. Bridging to joist, toenail each end 3. 1 "x6" subfloor or less to each joist, face nail 4. Wider than 1 "x6" subfloor to each joist, face nail 5. 2" subfloor to joist or girder, blind and face nail 6. Sole plate to joist or blocking, typical face nail Sole plate to joist or blocking, at braced panels 7. Top plate to stud, end nail 8. Stud to sole plate 9. Double studs, face nail 10. Doubled top plates, typical face nail Double top plates, lap splice 11. Blocking between joists or rafters to top plate, toenail 12. 'Rim joist to top plate, toenail 13. Top plates, laps and intersections, face nail 14. Continuous header, two pieces 15. Ceiling joists to plate, toenail 16. Continuous header to stud, toenail 17. Ceiling joists, laps over partitions, face nail 18. Ceiling joists to parallel rafters, face nail 19. Rafter to plate, toenail 20. 1" brace to each stud and plate, face nail 21. 1"x8" sheathing or less to each bearing, face nail 22. Wider than 1 "x8" sheathing to each bearing, face nail 23. Built up corner studs 24. Built up girder and beams 25. 2" planks 26. Wood structural panels and particleboard. z Subfloor, roof and wall sheathing (to framing) 1/2" and less 19/32"-3/4" 7/8"-1 " 1 1/8"-1 1/4" Combination subfloor-underlayment (lo framing) 3/4" and less 7/8"-l" 1 1/8"- 1 1/4" 27. Panel siding (to framing) 1/2" or less 5/8" 28. Fiberboard sheathing:' 1/2" 25/32" Nailing' 3-8d 2-8d 2-8d 3-8d 2-16d 16d at 16" oc. 3-16d per 16" oc. 2-16d 4-8d, toenail or 2-16d, end nail 16d at 24" oc. 16d at 16 oc. 8-16d 3-8d 8d at 6" oc. 2-16d 16d at 16" oc. along each edge 3-8d 8d at 6" oc. 3-16d 3-16d 3-8d 2-8d 2-8d 3-8d 16d at 24" oc. 20d at 32" oc. at top and bottom and staggered 2-20d at ends and each splice 2-16d at each bearing 6d3 8d4 or 6d5 8d3 10d4 or 8d5 6d5 8d5 10d4 or 8d5 rods 8d6 No. 11 ga.8 6d4 No. 16 ga. s No. 11 ga. 8 Roof Beam [94 UBC (91 NDS)] Ver. By: StruCalc , on: 09-05-1996 Project: Location: Beam Data: Span: Maximum Unbraced Span: Pitch Of Roof: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Beam Loading: Live Load. Roof Loaded Area: Area Adjusted For Roof Pitch: Roof Live Load Method: 1 Side One: Roof Dead Load: Roof Rafter Tributary Width: Side Two: Roof Dead Load: Roof Rafter Tributary Width: Roof Duration Factor: Slope Adjusted Lengths and Loads: Adjusted Beam Length: Beam Live Load W/ Slope Red'n: Beam Self Weight: Beam Total Dead Load: Total Maximum Load: Controlling Total Design Load: Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): L= Lu= RP= L/ L/ RCLL= RLA= RLAadj= RDL(1)= RTW(1)= RDL(2)= RTW(2)= RDF= 3.06 1 Op- ,��_ M , / 10.7 FT .0 FT 8.00 : 12 240 180 16 PSF 128 SF 154 SF 9 J1PSF 12.0 FT 0 PSF .0 FT 1.15 Ladj= 10.7 FT - BLL= 192 PLF BSW= 10 PLF TDL= 139 PLF TML= 331 PLF CTL= 331 PLF Fb= 875 PSI Fv= 95 PSI E= 1600000 PSI Fc perp= 625 PSI Adjustment Factors: Cd=1.15 C1=1.00 Cf=1.10 Fv': Adjustment Factors: Cd=1.15 Design Requirements: , Maximum Moment: Shear (@ d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Section Adequate By: 31 % Deflections: Dead Load: Live Load: Fb'= 1107 PSI Fv'= 109 PSI M= V= Sreq= S= Areq= A= Ireq= 1= Controlling Factor: Section Modulus DLD= LLD= 4707 FT LB 1456 LBS 52 IN3 73 IN3 20 IN2 39 IN2 85 IN4 415 IN4 0.06 IN 0.08 IN = L/1524 Page: 2 Roof Beam [94 UBC (91 NDS)] Ver. 3.06 By: StruCalc , on: 09-05-1996 Project: Location: Total Load: TLD= Reactions (Each End): Live Load: LL= Dead Load: DL= Total Load: TL= Bearing Length Reqd.: BL= Summary: 3.50 x 11.25 #2 - DOUGLAS FIR -LARCH - Dry Use 0.14 IN = L/883 1023 LBS 743 LB>V 1766 S .81 IN 10 x'11 a Wit• - , F1<6A cid r,� a►��,� Multi -Loaded B rn [94 UBC (91 NDS)] Ver. 3.06 I By Stru Project: GROSSCUP Ic , on: 10-31-199 ocatio . %recthroo►n� .Beam Data: CSL Span: L= 17-7 F� Maximum Unbraced Span: Lu= 0.0 FT Live Load Duration Factor: LDF= 1.25 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Camber Adjustment Factor: CAF= 1.5 X OLD Uniform Load: Live Load: ULL= 230 PLF Dead Load: UDL= 245 PLF Beam Self Weight: BSW= 11 PLF Total Load: UTL= 486 PLF Concentrated Load P(1): Live Load: P(I)LL= 787. LBS Dead Load: P(1)DL= 787 LBS Total Load: P(I)TL= 1574 LBS Location: X(1)= 6.0 'FT Properties For.- 24F -V4- VISUALLY GRADED WESTERN SPECIES Bending Stress: Fb= 2400 PSI 'Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain: Fcperp= 650 PSI Adjusted Properties Fb' (Tension): FV= 3000 PSI Adjustment Factors: Cd=1.25 Ci=1.00 Fv': Fv'= 238 PSI Adjustment Factors. Cd -1.25 Design Requirements: Maximum Moment: M= 23978 FT LB c@ 7.73 FT Shear (@ d from beam end): V= 4726 LBS Comparisons With Required Sections: ti Section Modulus: Sreq= 96 IN3 S= 117 IN3 Area: Areq= 30 IN2 A= 46 IN2 Moment of Inertia Iraq= 840 !N4 1= 878 IN4 Section Adequate By 4% Controlling Factor:- Moment of Inertia Deflections: Dead Load: OLD= 0.44 IN • Live Load: LLD= 0.40 IN = L/525 Total Load: TLD= 0.84 IN = U251 End Reactions(Left Side): Live Load: LL LR= 2551 LBS - . Dead Load:. DL LR= 2784 LBS Total Load: TL LR= 5334 LBS Z0'd L094b£99T6 411naH -nu3 a•1unOO vgnA 05;:6 nH'1 96 -T£ -1o0 R f� ` -� F Ro M i`RU 5565 3 x f'c � TRu�s = � X �� 4� = 3 ►Z� Q-6- _7()* 0pIFOW 101tC Ll. a 230 �S e1 Lt. 1(o CSrr Po KTr uko �� o" f_RoM wt). Prot 10 �'l a X ►5 :; Q+ t= _ \J1, �" �� M �P��ttT ootil A ko 4x,4 Frost 9-t. y -)_q,. x12,.-n�� e� >✓-2.�0 £0'd 109Lb£99T6 q%110aH -nu3 aluno0 mgnL TS=6 nH1 96-T£-100 Page: 2 ' Multi -Loaded Beam [94 UBC (91 NDS)] Vera 3.06 By: StruCalc , on: 10-31-1996 Project: GROSSCUP Location: 1' End Reactions(Right Side): Live Load: LL RRA 2298 -LBS Dead Load: DL RR= 2531 LBS Total Load: TL RR= 4630 LBS Bearing Length Regd.(Left) : LBL= 2.63 IN Bearing Length Regd.(Right): RBL= 2.38 IN Camber Reqd.: C= 0.66 IN Summary: 3.125 x 15.00 24F -V4 - VISUALLY 1 GRADED WESTERN SPECIES - Dry Use R f� ` -� F Ro M i`RU 5565 3 x f'c � TRu�s = � X �� 4� = 3 ►Z� Q-6- _7()* 0pIFOW 101tC Ll. a 230 �S e1 Lt. 1(o CSrr Po KTr uko �� o" f_RoM wt). Prot 10 �'l a X ►5 :; Q+ t= _ \J1, �" �� M �P��ttT ootil A ko 4x,4 Frost 9-t. y -)_q,. x12,.-n�� e� >✓-2.�0 £0'd 109Lb£99T6 q%110aH -nu3 aluno0 mgnL TS=6 nH1 96-T£-100 Stairway details:. landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). E roper roof pitch for roof covering (Section 1501). oof covering type - (fire hazard). oam insulation - protection. ` 6" halls and stairways. iving area over garage - complete I -hour separation required on garage side including supporting walls and posts. wo exits on three - story dwellings (Section 1003). nderfloor access and ventilation (Section 2317.7). ttic access and ventilation (Section 1505). ombustion air for fuel burning appliances - L.P.G. requirements. oise requirements on duplexes. nergy design. lashing at all exterior openings. .D.F. responsible area requirements. V" r IIMarch 1996 �� 3.3 II RESIDENTIAL PLAN CHECKING GUIDE SINGLE FANULY, DUPLEX AND MISCELLANEOUS ONLY OWNER:AL"ZBUILDINGPE ER: PLAN CHECKER: A.P. NUMBER:��� F: ng requirements: (side yards and number of permitted living units). ation. s signed by designer. er description of work on application. ting violations on property. s on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. LOT PLAN: Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). OOR PLAN: Complete to scale plan wikh dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Sectial,:'3•IQ.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbine fixtures, water closet clearances and shower size. RUCTURAL DETAILS: Conventional Construction - Unusually Shaped Buildings (Section P26.5.4). Standard bracing or engineered design (Section 2326.1 1.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. E tions and wall construction details complete enough to construct building. Roo onstruction details complete enough to construct building. atter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Heade- size.�p, I �'"" �Uc kr March 1996 r%Ij� (— l `f 3.2 CCjgj TY ry- g,t�l3iE BUILDIN t o X996 Roof Rafter [94 UBC (91 NDS)] Ver. 3.06 By: StruCalc , on: 10-28-1996 . C:.:..:.3 a•: y .rz Project: GROSSCUP Location: over bedrooms 2 and 3 Rafter Data: Interior Span: RS= 12.0 <FT� Cantilever Span: CRS= 0 Fes, Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 9661 to 1Jo NDbase= 1.30 IN Rafter Loads: 2.6 IdDo E)IVIaiIna Roof Live Load: nine io AI.Nnoo RLL= 16 PSF Roof Dead Load: RDL= 5 PSF ct0� l a Rafter Pitch: RP= 8.00 : 12 Rafter Spacing: SPC= 24 IN O.C. Rafter Unbraced Length: RUL= .0 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Spans And Loads: Interior Span: RSadj= 14.4 FT Cantilever Span: CRSadj= .0 FT Rafter Live Load: RLL= 22 PLF Rafter Dead Load: RDL= 8 PLF Rafter Total Load: RTL= 30 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1504 PSI Adjustment Factors: Cd=1.15 Cf=1.30 Cr=1.15 Fv': Fv'= 109 PSI Adjustment Factors: Cd=1.15 Design Requirements: Maximum Moment(Interior Span): Mcent= 792 FT LBS At Location(From Upper Support): X= 7.21 FT Moment At Cantilever: Mcant= 0 FT LBS Maximum Shear: Vmax= 220 LBS Shear At Peak: Vpeak= 220 LBS Comparisons With Required Sections: Section Modulus: Sreq= 7 IN3 S= 7 IN3 Area: Areq= 4 IN2 A= 4 IN2 Moment of Inertia: Ireq= 19 IN4 1= 20 IN4 Section Adequate By: 7%. Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= 0.24 IN Live Load: LLD= 0.65 IN = L/267 Total Load: TLD= 0.89 IN = L/194 Page: 2. Roof Rafter [94 UBC (91 NDS)] Ver. 3.06 By: StruCalc , on: 10-28-1996 Project: GROSSCUP Location: over bedrooms 2 and 3 Required Cantilever Depth: D(cant)= Rafter End Loads and Reactions: LOADS: Upper Live Load: 80 PLF Upper Dead Load: 30 PLF Upper Total Load: 110 PLF Lower Live Load: 80 PLF Lower Dead Load: 30 PLF Lower Total Load: 110 PLF Upper Equiv. Tributary Width: UTWeq= Lower Equiv. Tributary Width: LTWeq= Summary: 1.50 x 5.50 #2 - DOUGLAS FIR -LARCH - Dry Use 00 IN REACTIONS: 160 LBS 220 LBS 160 LBS 60 LBS 220 LBS 7.21 FT 7.21 FT --------------------- ------- 96-040984 96-040984 96-040984 9-04-0984' S 1 Rec Fee 12.00 I Check 12.'00 Recorded I Official Records I County of Butte Candiac'e J. Grubbs I Recorder 10:14am 29 -Oct -961 PUBL xx 3 r .+�=�ra: .s...._ .". .— .,.,, alt .�.I illi'„•�� 1t ;:.1 .. -. 5�, :f �..: _ _ 'T, Y; _ r `—...k._..I � ..{.......... a,�+l.^T..... v ��w•�-....�...�... •—Ar ", _..ryy T Y .�.�...� , ' I'd when recorded mail to: C T 2 9 wilding Division ,. s - - i �% - `#7 Countv Center Drive . Oroville, Ca. 9,965 C }a::^»1.3.:�',:tj(! ..".i� �,Y��.3: � 1.�.ii< Jj. 'n•,�.iw!. rw.•'IiLil le �:'tJZ. t) a, .:y s'°r-F•'�.` ^T, `�'',.< :.. a. -:i? 3 ''r'�""�. �{�ik7tLa�►l'te.'• � i)^''D Kt'siitly.��� .� .Ya+..x}?s'a.'IS'�'.'t7: - r ffSM.. U-1iif*�ts f��.'`•'i'�+r tw►r � �F .. .»: 4t-x°�I�.;t�'.€w�+.�!!'t'��~_.�" —v .• '. i .. AGRICULTURAL ST ' ATEMENT OF ACKNOWLEDGMENT�'�`' j"'FOR'RESIDENTIAL*DEVELOPMENT-xrr'`' `LmgJt,' Section .26-8;of the:Butte County regwfiis this aclatowledgment'to b� recoided;piior to issuance of,a building permit. The *s*a y[atarf`51t'..'y".'.77��"'ti's�'':'�..li %.•ni'%Fr-s �r-an �aT ...'•:k'x.1+..... property described herein: i -aadjacent: to, land or�m luded witiun an area zoned for agncultural�purposes and residents of this apscz:►r . SY`tnI" «t:+ •- parr. property may be:. subject,to ,rnconveme`nces or discomforttfiom •the -use f;;agn Rural' chemrcalsVrncluding.�'but' not limited to herbicides, pesticides,�and fertilizers;`'and'hom the pursuit of•agricultural,.opeOns,iricluding; but not limited to cultivation. plowing, sprayin`g,•pnuiing; and harvesting which occasionally;generate dust smoke, noise, and.odor :Butte. Countv,has;established ,.��+.r,� •,v-•� �•xr�•�'�.•r.�:,,.�. agricultura�l.purposes and residents within said zonesandnadnt;propeArty hould be;prepared to;accept Bch inconvenience or discomfort-hom.noriiW 4necessary farm operations, c. _,; 4. . All that real.propeity situate m the Count • of Butte. State of California, described as follouys: .' i . , } >J ; .. _ �'r'�I itv�-CiCi' ��, r ._ + air-fd � _ _ f - j••. - 1 ta'`'r •_ Date: ✓D -a `1— % State of Californi• ) County of ) On L7 / before me, a /NE , .7A sz C. �roSSwp AWPpersonally appeared -f knownTo—m—e-jor proved to me onjhe basis of satisfactory evidence) to be the persortpNho me4oik/ subscribed to the within Inst m nt and acknowledged to me that Ws*thev executed the same in s/ f/t it authorized capacity and that b. their signaturss n the instrument, the persoreor the entity upon behalf of which the perso s cteJ, executed the instrument. WITNESS my hand and official seal. D. V- r �; , ;� I', "i� +i. ve. kek BUTTE COUNTY �coMnn9n4tbL Y ; _yzary Public - callSignaturC al:, Comm Exp es NOV a• 1996 A.P.# (e) Q -O a� .s T�•Y ry w� .7 t+� �i ..y':w. i. eF 1. I .� 4t• r. aq• 4 �.' e. S C H E 'D U L E C r, _ r The land referred to herein is described as follows: All thatcertain real property situate in the County of Butte, Unincorporated,' State of California, described •-astfollows: , { PARCEL A portion of the Northeast;quarter ofY Section 26, Township 24 North•,` Range :2'East, M.D B.&M �,describe_d as follows: 4Yµ SP `i3. •y. s a..A ... .. ..... r... .+ •.a..r.. .w_........ ♦4....P ' 4V�,+• i,; -..-..., b R .. a .� `•'fir.- „}.. '.• • y • 7 COMMENCING :at the: Northwest cornet -of the Northeast quarter _of said Section{ 26 and running thence' South 01° 15' S0" `infest for ,a distance', ofl;832. a5 'fee't to the true point*of beginning for 'thepazcel to be. described thence South 88°'x:23' °145"y -East, a .distance of 8.50. feet, : k. Y mor or, less'to a point on'•:the�West',line of Vilas .Road; whence along theme ;Westerly line of :Uilas' Road Southerly to a point' which is 4#t the_3Northeast corner :of `the..parcel -of land: described in the Deed from�Haro1d-=L.-•Bal-1�, et ux, -to-Leo L:--SPchwab; et ux; .recorded July f 6, 1967, in Book'.1477 'of Official. Records, at; Page 484; thence along the'�Northerly line ;of;said:Schwab,';-, el;�-North`q88* 23' 15" West, az ,,�'` distance of 800 'feet,. more' 'orI.'less to the North�...and South '} centerline .of Section'26, Town -ship 24 North, 'Ran.ger2aEast, _ M.D.B..&M. ; thence Northerly along,'the North° and 'South -centerline, a . distance' of 450 feet ;to the point of beginning. PARCEL II: A non-exclusive easement for.. road., purposes described as 'follows _ ,...,,Yat^. • t 7a, K . •+ {;" .-.p.e' I COMMENCING -at •the intersection of the North--and-South centerline_ of said Section 26;• with'the North line of Y.Vilas' Road7`and `running - thence •North' along said center ,l•ine', a distance of '761 .00 feet to the Northeast corner of the parcel of land'described in -the Quit Claim Deed from Donald Sorenson ,and Audrey; Sorenson to E. A. Willingham -and -Bernice •L Willingham,- recorded January 20,--,1964 in Book 1292 of Official Records, at Page 14- and the true point of beginning for the parcel herein described;- thence from said •true point of beginning continuing North along said centerline, a . distance of .60.00 feet; thence North 880 23' 20" West and parallel with the North •line of the Wil-lingham parcel, 336.00 feet; thence South ,,010 15' 50" East parallel to the West line of said Willingham parcel, 802.00 feet, more or less, to a point in the North line of the County Road known as Vilas Road; thence along said North .line 60.00 feet, more or less, to the Southwest corner .of said Willingham parcel; thence North 0110 15' 50" West along the West line of said Willingham parcel, 7.42.00 feet to the Northwest corner thereof; 'thence :South -88° 23' 20" East along the .•North line of said `� W allingham parc.e+l to th'e point, . begin 611 ;f „�� �'�,`��c�°•-� ���4�� ';��' '�+i� .. , +..,',. .' .:../ 4.'•� r- -..'iti •^�"'T - .-..:.n,+.'-a• +:�(+.^et-....a.t ?•.:ie .'..�,.r -.' * ate ^ .y'l-,-. .,1 .A.., -r µ+. t " iaa56=13 I b e drom for oca ltion purposes °"N � nZ- /,1 m' T24 N.R 2E 'o� ` and It I, not a part of the policy a «vort M. D. B. Q M /5 to which It Is ana had. L— To. Ar•e Code so r. z (55 it If it NC IF I„ �t,:p 660 II•� �n h� ,`"� 90 AC. J4 2GAe. t, p5 �u !!j • it N ` r /7 r3.9a' , i < M` /• r� V .:•...c. 40 . 114 AC. �i 4 41 • r ♦ I \ " - C9 / 'a 19 11� 2BOAC. ISOAC / /6 .F lr i / • t ' 1 t 207 r / • / ___. COD3b30t`�I\VCALTr'I TITLl;`'A\'I) ` Assessors Map No..56 /3 FSC 0wgCO3-jPAPilC`OF BUTTE COUYT� �` 02 ^' f �/ NOTE—ASSESSOR'S PARCEL, BLOCK. : COU of Butte, Calif 'I:HICO; CALIF RN " ; 6 LOT NUMBERS SHOWN JANUARY, /SISI • IN CIRCLES +{ 2o` _ 7Y o b " _1 1 , OUNTY OF BUTTE — `DEPARTMENT OF PUBLIC WORKS 7 County Center Drive Oroville, California 95965 Telephefle: 534k4541 APPLICATION AND PERMIT /'!J `'''l"U BUILDING Owner yj,!(�G �. �t/��� SQ. FT. OCC. BUILDING VALUATION Mailing Address RQ . l( ` C_ `-����^WZI Telephone No. , Fireplace Contractor Lt-) A) Total Valuation Mailing Address Permit Fee Plan Checking Fee &/orPenalty Telephone No. Permit Fee $ i-, // Building Address w/S Lam) f� PLUMBING No. @ FEE PERMIT FILING FEE $2.00 Each Trap -- 1.50 l� drains a or vent Repair piping 9 1.50 Water piping 1.50 G�j,!/.•7�c S % Each gas water heater or vent 1.50 A. P. No. , " f .2 % Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fees WAC San taticm FireDept. FireZone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma p 60' R/W Im rovements P Lawn sprinkler system 2.00 Bldg. Plans Recd Parcel Approval Plans Approval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ® ELECTRICAL No. @ FEE PERMIT FILING.FEE $3.00 �,00 .�,%F[�/ /+'/.Q/#►/- C_ 6 FC IW Main service incl. 1� meter All S Jr /flw / /Y • A/. Additional Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family ❑ Duplex ❑ Mobil Home ® Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures1 ago ::;b Receps., switches & fix outlets 2U 25 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. di sp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 50'ao Temp. Power Pole 5.00 License No. Classification Misc. wiring aI am exemptfrom the Contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of'the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. U I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $7�y authorize representatives of the'County of Butte to enter upon the above-mentioned property,for inspection purposes. X " Date // ! Signature of Permitee or Agent Receipt No. �2N� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. r DIRECTOR OF PUBLIC WORKS gy kms liG'1- Date//—/Y/- Building ate//—/Y`Building permit expires Date ............................................ COUNTY OF BUTTE — DEPARTMENT OF PUBLI W��i 7 Cp%anty.C�terDrive — OroviIIe, Calif ornia9 Teleph,9ne;,5ti::-4541 APPLICATION AND PERMIT authorize representatives ofun y of Butte to enter upon the above men ' prop :in7spe; on purposes. Date Signature of Permitk or Agent Receipt No. White-D.P.W. _ Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRE C OR OF UBLICWORKS�/ BZP Date ` 4 Building permit expires Date ............................................ II EYVILDING Owner f,?v� Lc�/� Z SQ. FT. OCC. BUILDING LUATION Mailing Address , © . /JO G C_ Telephone C Fireplace Contractor O GcJ A) Total Valuation Mai I ing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ $ Building Address(,�/ �`� PLUMBING No. @ FEE PERMIT FILING FEE $2.00 //' %/ 6, 7" Each Trap 1.50 `✓ .S f� 0-4 ������ Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. �j ""�� 2 % Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet 30 F S&4n I Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma p 60' R/W Im rovements p Lawn sprinkler system 2.00 Bldg. Plans Recd I Parcel Approval Plans Approval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No -1 @ I FEE PERMIT FILING FEE $3.00 ,©D Main service incl. 1 meter 3.e40 �T Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family ❑ Duplex ❑ Mobil Home Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures bal2Udio Receps., switches & fix outlets b. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 ,eo Temp. Power Pole 5.00 License No. Classification Misc. wiring 1 am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ Q( WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. --_EpI certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation L2.00 Hood Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ 7772 authorize representatives ofun y of Butte to enter upon the above men ' prop :in7spe; on purposes. Date Signature of Permitk or Agent Receipt No. White-D.P.W. _ Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRE C OR OF UBLICWORKS�/ BZP Date ` 4 Building permit expires Date ............................................ II BUTTE COUNTY. DEPARTMEM OF PUBLIC WORKS 'SPECIAL 11dS..P1,TtI(h� REPORT Owner: 17t11 11 / Address:__4:9!�_/. Tenant: Building Location: Type of Inspection requested: / 1. Potts %g / / 2. F inanc ing 0 4. Other (specif, Prescut use: cf build A. P. . Date of Inspect �(D Inspector ---6- !_.L-3. Chance of Occupancy to A. Sanitation (Housing V `!L Y 1. Hater closet: 2. Lavatory:-- ? . Bathtub or shower • 4., Kitchen. sink: S. Hot and cold wester to fixtures: --- _ 6. Heating facilities: 7. Natural light and ventilation: - 8 Room space requirements: 9. Be.drocfin wirdow or door for second exit:_ 10. Infestation of insects, vermin, or ro&-'l-its: 11. Connection to sewage disposal.: - 12. Conne'ion to water supply: 13. Rubbish and garbage facilities: 14. Comments: _ B. Structural 1. Pl.ers and footings: _ 2. Floor cons tnict !.on: 3. Wall construct ion: —�__ 4. Ceiling and roof construction: - 5. C. Electrical 1. Serviec: and ground- 3. D. Plumbing 1. co:3_n:= ctod and 3. Gas t:e.Ztirg-- 4. +: cr. snenr s E. Other 1:. 'Imii'ntenance and repair: 2. Fire haiards: 3. Safety hazards: _ 4. Weather protection: 5. Underfloor and attic ventilation: 6,. Comments: F. Commercial -Buildings 1. Roof covering: 2. Distance to property lines: 3 Physically handicapped: 4. Restroom floors and walls: 5. Exits: 6. Improvements: — — 7. Zoning: 8. Comments: G. Field Problens or Violations 1. Problem or ,iolation (give complete description): 2. What action taken (give complete descript on): 3. what action recommended: A. Infornaation only - fi1,2. B. Hold for tea (10) days, then write letter. C. Write letter. 7 D. Other: DEPARThI£NT OF CONSERVATION DIvIS10N Of FORESTRY BLOCK I. ID�ENTU Tj9J4 FIRE R.. PORT A. FIRE NUMBER: `/^' / C. RANGER UNIT: ✓� / E. ZONE OF ORIGIN:: . u ' F. SIZE CLASS: - B. NAME OF FIRE: �1 D. DATE FIRE STARTED: 0 � G. FIRE C �%� BLOCK 11. CAUSE A. GENERAL CAUSE G��vdc�r / ► ivy B. SPECIFIC CAUSE C. KNOWN LOGICAL C. CAUSAL AGENT LOCALX NON -LOCAL ,q f v / /%�� ✓ KNOWN LOGICA D. FALSE ALARM I JE. PERMIT ESCAPE NON F. PERMIT BLOCK VT. WEATHER BLOCK IIT. LOCA'T'ION OF ORIGIN A. M v, SECTION , /� TWP.7L11(f RGE.� LC Bac M B. FIRE STARTED ON/IN , 7/V C. FUEL TYPE: -- D. PROTECTION JURISDICTION `' ,/9, ' E. F. FIRE ON ARRIVAL 1• SIZE. SFCT—AL—JACR[ (FOREST FIRES ONLY) . J _ 2. DISTANCE FROM HEAD OF FIRE TO ORIGIN 4'0 FT. SKSTCH TOTAL AREA BURNED BLOCK VT. WEATHER A. ESTIMATED WIND ON ARRIVAL: . VELOCITY: —• DIRECTION: xxxxx -2000•e" 1 B. FOREST IMPROVEMENTS I 1 1 1 xxxxx xxxxx xxxxx xxxxx S. TEMPERATURE: RELATIVE HUMIDITY: FUEL MOISTURE: ' WIND DIRECTION: WINO VELOCITY: xxxxx TOTAL jxxxxxxx xxxxx '-- 1 C. FOREST PRODUCT$ 1 �1 q SCALE: I'= _MILEfis) C. FROM: STATION BLOCK V. AREA BURNED VEGETATIVE TYPE ACRES BLOCK VII. REMARKS AN l..li�� :/ CO fl -4 j -s r' 1 1 1 j 1 1 D. FOREST AND OTHER VEGETATION 1 1 1 I I bTTAL A.CA � BLOCK IV. DAMAGE A. NON -FOREST IMPROVEMENTS NO. UNITS DAMAGZ / ( A M,$ ,'► �' TOTAL xxxxxxx xxxxx -2000•e" 1 B. FOREST IMPROVEMENTS I 1 1 1 xxxxx xxxxx xxxxx xxxxx xxxxx TOTAL jxxxxxxx xxxxx '-- 1 C. FOREST PRODUCT$ 1 TOTAL lxxxxxxxlxxxxx 1 1 1 j 1 1 D. FOREST AND OTHER VEGETATION 1 1 1 I I TOTAL xxxxxxx xxxxx GRAND TOTAL (A -13 -C -D) DAMAGES S/C•��, :. . (OR OWNER(S) E. ESTIMATED WATERSHED DAMAGE OF FIRE F. ESTIMATED RECREATION LOSS I i 1 ' BLOCK VIII. SIGNATURES �Iji R;.NGER OR ASSOC. 1. A. ORIGINAL REPORT BY -�' ��'� / P, RANGER'S SIGNATURE ' '+ , 'L t--.! i \v NAME TITLE F t~.•18 rp.ovr _ -. T17LL noa I CL Y FW - C, L o UJ � N � o z O fl Q% x -i co o? co c9 fl CA N co x =up N N fl 'fly O O x. c lA �_ xfl 9c� 90 44 S r r O 73 73 c`to r 0 o (b Qb O O� N � N T 3 Q Drn rn r c Q QU o % Q Q V'E Q Q h fl fl x O i N z = p O . Q tV - N - O QD x M �70 �D fl Q Q fl 9 z 0 o Q�, OsvorvQN_Or��� fl oC) a oc� �� �� m � T O N73 3 — l0 N 0 70 m s O Qb O Q m Z_ 3 C Qp m m 5Z D Q N C) O Ole N _ z O OWQWO -i co o? co c9 co rn co x Q x N N 0 O x. c 9c� 90 44 r r r (b Qb O O� N � Q Q Drn rn F: QU (3N rn Q Q Drn Z r Z tV - N - O < < �70 �D fl 9 z V ' Ole OP:Z: OWQWO -i co o? co c9 co rn co x Q x co 3 9c� 90 44 r r (b Qb O O� Q Q Drn rn F: QU (3N rn Q Drn Z tV - N - O < < �70 �D fl 9 z OsvorvQN_Or��� oc� �� �� co ,C N 70 m s O M