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HomeMy WebLinkAbout056-360-031056-360-031 GALLAGHER, JEAN 056-360-03i 02--1350 GALLAGHER, JEAN 4qq CONTENTMENT, FORf�l CONT: W SQUYRES FIRE SPRINKLERS 'Y+-4si'"'�',a`sis/".17- .:'(�;a.`f'i �.�.c�"-`, +e.rfe'�� ':^-�'itv= •y�,r. _ -,. _ .. _ .,y�__ _. y - -.... -..Y - ,. __ _ _ ,t:io �hit�yjir } ' -056-360-0311' `; :0172803 GALLAGHER, JEAN--- CONTENTMENT, EAN CONTENTMENT, FOR RANCH �. .. .. ^ CONT: W SQUYRES r 1 0a 13 -oat sWe a .f r- COUNTY' OF BUTTE•—DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ,. 7 County Center Drive • Oroville {California 95965 • Telephone (530) 538 A4 PERMIT NO. ' (Rev. 12/96) APPLICATION AND PERMIT _ !moi ASSESSOR PARCEL NUMBER ' d 115 6 ZONING BUILDIN �� PERMIT OWNER Fla T°NE SO. FT. OCC. BUILDING VALUATION OWNERS MAI ADDRESS �! 7- CONTRACT §NAME O{V§ {CIL TELEPHONE 4 c; CONTFJIC SS CONSTRU Pf ND LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. --- Filing Fee S 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 10 BUILDING ADDRESS T, `� • '" Energy Plan Checking Fee $ d GG 1 L $ PERMIT FEE S n LOT ND SUBD IONSMNAM 3 PARCEL MAP PLUMBING PERMIT Ming ee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other . SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK , New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describ# Work: .}}-- C io in w Uevy to S I C M Gas piping system 1 - 5 outlets 15.00 Building sewer ' 15.00 Mobile Home IS I GI W 11+@20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 OR LE S Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under apenalty 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 licens` In fu f rce and effect. +/7 (/may I License Class�llr. t Lic. No. / �_ �„7 6 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION' DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers'—Cooling 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 peforT'ance of work forihich this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 1; I V. i \ Policy Number �, , t -i`- (The above sections need not be completed 0 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 rovisions of section 3700 of the Labor Code, I shall wit rovisions. Vof \Yef_o�)W��, N Date V _ Signature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO I000A 46.00NEW CONST. DWELLING ffUP. So OR ADONS. ( a ACC. BLD S. 3.50FT. iNjOµq�Ip. MULTI -OUTLET @7;50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BA2L �''I0 L 50 FIXI Ex. Occup. OUTLETS pa D,O� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST. TYPE TOTAL FEE; 109.10 HAZ. D FEES IMP FiooD D PAgCEL // ISSUE, V This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work indicated above f whic fees have been paid. By Date PERMIT EXPIRES ON S Receipt No. `' r7Q/,-S- A) Y, �4 WHITE-D.D.S.-B.D. CA -NARY -ASSESSOR PINY -INSPECTOR GOLDENROD -APPLICANT d 491358 COUNTY'OF BUTTE'- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538--7544 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 5 -Slob-O 1 ZONI BUILDING PERMIT OWNER r - l�J[..I� Tr .E /a SQ. FT. OCC. BUILDING VALUATION .OWNERS 1 ��O ADORES$ 91 uj� OI�I c `xNAMf/E, CONTRACTO �. TELEPHONE coNrRAcroR MAIu i ss (% - CONSTRUC 0 LEND LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee � 20.00 Permit Fee $54 QQ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BULLDINGADDRESS F/,KK Energy Plan Checking Fee $ LV $ PERMIT FEE $ LAT N01 SUBD IOWSNAM ��'�� PARCEL 050 PLUMBING PERMIT Iling ee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: )F -7Q Q' �' (� (���ry �1� G S J C1 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Feel 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my licensS in fu! fQ1rce and effect. /� p� License Class :6 Lic. No. � 2— it > j OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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' compens tion rovisions of section 3700 of the Labor Code, I shall forthw' comp) wit rovisions. Y:kO 7 �� Date — Signature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service ZOGA TO 1000A 46.00 NEW CONST. DWELLING OCCUP. s0 OR ADONS. ( a ACC. SLDS. 3.5¢FT; NEW CONS . MULTI.OUTLET NON REslo. @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OLmFTORFD(TURES 20 BAp'.w Ex. Occup.. oLIrLEEDTs Ro OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE ; HAZ. D. FEES IMP I FLOOD I CDF LPAR H ISsu This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated abo e f whic fees have been By ate PERMIT EXPIRES ON provisions to do work paid. „Z.� Receipt No. —7 717 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page CONTRACTOR: WILLIAM F. SQUYRIES, JR. FIRE PRO,.[., EC'.l'ION ( 530 ) 345-1 01 2 ADDRESS: PO BOX 3176, CI-IICO, CA 95927-3176 Date: 10-05-2001 File: GALEWISI JOB : GALAGHER/LEWIS HOUSE, 1 HEAD FLOWING STATIC : 40.0 Psi RESIDUAL SPRINKLER MANUF RELIABLE MIN SPR FLOW 15.0 Gpm 35.0 Psi FLOW : 30 Gpm MODEL : Fl/RES/CC MIN SPR PRES : 14.8 Psi 1 NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET FACTOR Psi Gpm ---------------------------=--------------------------------------------------- 1 11.0 3.90 15.2 15.2 2 11.0 17.6 3 11.0 17.6 4 11.0 19.8 5 11.0 20.8 6 2 . 0 SOURCE 25.5 ION Co.. oAl Q� SPRINKLERS FLOWING 1 , AREA PER SPRINKLER 256 Sq. Ft . • S S TOTAL DESIGN AREA 256 Sq . Ft . F 9 (��r4�Fr i-- tion REQUIRED DENSITY .06 Gpm/Sq.Ft. COMPUTED DENSITY .06 Gpm/Sq.Ft. TOTAL SPRINKLER FLOW TOTAL DOMESTIC FLOW TOTAL WATER REQUIRED TOTAL SPRINKLER PRESS WATER METER LOSS VALVE FIXED LOSS SUPPLY PRESS AVAILABLE DEMAND PRESS REQUIRED PRESSURE CUSHION MAXIMUM VELOCITY 0.0 15.2 -r 25.5 0.0 0.0 38.6 25.5 13.1 Gpm Gpm Gpm Psi Psi @ SOURCE Psi @ SOURCE Copyright(1991) Psi by Psi Hydronics Engineering Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 (415) 487-9160 7.9 F/S HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 10-05-2001 File: GALEWISI JOB : GALAGHER/LEWIS HOUSE, 1 HEAD FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. GPM FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (PSi/Ft) ------------------------------------------------------------------------------ 1 q= 15.2 K= 3.90 L= 10.0 Pt 15.2 Pt 15.2 1 Q= 15.2 F=LB F= 10.0 C= 150 Pe 0.0 Pv -0.4 Vel= 7.9 D= 0.884 TL= 20.0 0.1189 Pf 2.4 Pn 14.8 3 Pt 17.6 ------------------------------------------------------------------------- 2 q= 0.0 K= 0.00 L= 10.0 Pt 17.6 Pt 17.6 2 Q= 0.0 F=LB F= 10.0 C= 150 Pe 0.0 Pv 0.0 Vel= 0.0 D= 0.884 TL= 20.0 0.0000 Pf 0.0 Pn 17.6 3 Pt 17.6 -------------------------------------------------------------------------- 3 q= 0.0 K= 0.00 L= 42.0 Pt 17.6 Pt 17.6 3 Q= 15.2 F=7RL F= 14.0 C= 150 Pe 0.0 Pv -0.2 Vel= 5.0 D= 1.109 TL= 56.0 0.0394 Pf 2.2 Pn 17.4 4 Pt 19.8 ------------------------------------------------------------------------- 4 q= 0.0 K= 0.00 L= 18.0 Pt 19.8 Pt 19.8 4 Q= 15.2 F=L F= 7.0 C= 150 Pe 0.0 Pv -0.2 Vel= 5.0 D= 1.109 TL= 25.0 0.0394 Pf 1.0 Pn 19.6 5 Pt 20.8 ------------------------------------------------------------------------- 5 q= 0.0 K= 0.00 L= 9.0 Pt 20.8 Pt 20.8 5 Q= 15.2 F=4RS F= 11.0 C= 150 Pe 3.9 Pv -0.2 Vel= 5.0 D= 1.109 TL= 20.0 0.0394 Pf 0.8 Pn 20.6 6 Pt 25.5 -------------------------7----------------------------------------------- Meter = 0.0 Valve = 0.0 .. ------------------------------------------------------------------------- ------------------------------------------------------------------------- 6 Q= 15.2 <<< SOURCE >>> Pt 25.5 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH PSI 100 + 90 + MM 70 + 60 + 50 + 40 X Static X X Resid 30 + * Spr Sys i 20 + 10 + a * Elev Loss 0++--+---+----+------+-------+--------+---------+----------+------------+ 0 200 300 400 500 6.00 700 800 900 1000 iw.*u FLOW -(GPM) JOB : GALAGHER/LEWIS HOUSE, 1 HEAD FLOWING X - Water Supply Curve * - Water Demand Curve Static 40.0 Psi Avail Press 38.6 Psi @ 15.2 Gpm Residual 35.0 Psi Req'd Press 25.5 Psi @ 15.2 Gpm Flow 30.0 Gpm Press Cush'n 13.1 Psi HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page CONTRACTOR: WILLIAM F. SQUYRT S, JR. FIRE PROTECTION ( 530 ) 345-1 01 2 ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 10-05-2001 File: GALEWIS2 JOB : GALAGHER/LEWIS HOUSE, 2 HEADS FLOWING STATIC 40.0 Psi RESIDUAL 35.0 Psi FLOW 30 Gpm SPRINKLER MANUF : RELIABLE MODEL : Fl/RES/CC MIN SPR FLOW : 12.0 Gpm MIN SPR PRES : 9.5 Psi 1 NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET FACTOR Psi Gpm ---------------------- 1 --------------------------------------------------------- 11.0 3.90 10.0 12.3 2 11.0 3.90 10.0 12.3 3 11.0 11.6 4 11.0 17.0 5 11.0 19.5 6 2.0 SOURCE 25.3 SPRINKLERS FLOWING AREA PER SPRINKLER TOTAL DESIGN AREA REQUIRED DENSITY COMPUTED DENSITY TOTAL SPRINKLER FLOW TOTAL DOMESTIC FLOW TOTAL WATER REQUIRED TOTAL SPRINKLER PRESS WATER METER LOSS VALVE FIXED LOSS SUPPLY PRESS AVAILABLE DEMAND PRESS REQUIRED PRESSURE CUSHION 2 256 Sq. Ft. 512 Sq. Ft. .05 Gpm/Sq.Ft. .05 Gpm/Sq.Ft. 24.7 Gpm 0.0 Gpm 24.7 Gpm 25.3 Psi 0.0 Psi @ SOURCE 0.0 Psi @ SOURCE Copyright(1991) 36.5 Psi by 25.3 Psi Hydronics Engineering 11.2 Psi 34119 Fremont B1, Suite 609 Fremont, Ca., 94555 (415) 487-9160 MAXIMUM VELOCITY 8.2 F/S HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRESS: PO BOX 3176, CHICO, CA 95921-3176 Date: 10-05-2001 File: GALEWIS2 JOB : GALAGHER/LEWIS HOUSE, 2 HEADS FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------ 1 q= 12.3 K= 3.90 L= 10.0 Pt 10.0 Pt 10.0 1 Q= 12.3 F=LB F= 10.0 C= 150 Pe 0.0 Pv -0.3 Vel= 6.4 D= 0.884 TL= 20.0 0.0806 Pf 1.6 Pn 9.7 3 Pt 11.6 ------------------------------------------------------------------------- 2 q= 12.3 K= 3.90 L= 10.0 Pt 10.0 Pt 10.0 2 Q= 12.3 F=LB F= 10.0 C= 150 Pe 0.0 Pv -0.3 Vel= 6.4 D= 0.884 TL= 20.0 0.0806 Pf 1.6 Pn 9.7 3 Pt 11.6 ------------------------------------------------------------------------- 3 q= 0.0 K= 0.00 L= 42.0 Pt 11.6 Pt 11.6 3 Q= 24.6 F=7RL F= 14.0 C= 150 Pe 0.0 Pv -0.4 Vel= 8.2 D= 1.109 TL= 56.0 0.0963 Pf 5.4 Pn 11.2 4 Pt 17.0 ------------------------------------------------------------------------- 4 q= 0.0 K= 0.00 L= 18.0 Pt 17.0 Pt 17.0 4 Q= 24.6 F=L F= 7.0 C= 150 Pe 0.0 Pv -0.4 Vel= 8.2 D= 1.109 TL= 25.0 0.0963 Pf 2.4 Pn 16.6 5 Pt 19.5 ------------------------------------------------------------------------- 5 q= 0.0 K= 0.00 .L= 9.0 Pt 19.5 Pt 19.5 5 Q= 24.6 F=4RS F= 11.0 C= 150 Pe 3.9 Pv -0.4 Vel= 8.2 D= 1.109 TL= 20.0 0.0963 Pf 1.9 Pn 19.0 6 Pt 25.3 -------------------------7----------------------------------------------- Meter = 0.0 Valve = 0.0 ----------------------------.--------------------------------------------- ------------------------------------------------------------------------- 6 Q= 24.6 <<< SOURCE >>> Pt 25.3 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChlc G=>GatVly PSI 100 + 016 70 + 60 + 50 + 40 X Static X X Resid 30 + * Spr Sys 20 + 10 + HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH * Elev Loss 0++--+---+----+------+-------+--------+---------+----------+------------+ 0 200 300 400 500 600 700 800 900 1000 1.85 FLOW -(GPM) JOB : GALAGHER/LEWIS HOUSE, 2 HEADS FLOWING X - Water Supply Curve * - Water Demand Curve Static 40.0 Psi Avail Press 36.5 Psi @ 24.7 Gpm Residual 35.0 Psi Req'd Press 25.3 Psi @ 24.7 Gpm Flow 30.0 Gpm Press Cush'n 11.2 Psi NOTES _ f RESIDENTIAL v & 056 360-03 -1, al;�, _.. GALLAGHER, JEAN ' O`ot� j& SF ygll CONTENTMENT FORESTIRNCH CONT: CRAIG WALTERS NEW SF SPECIAL CONDITIONS ZSA FOOD CERTIFICATE REQ. ✓FIRE SPRINKLERS REQ. .-See-pw+' SPECIAL INSPECTIOWIiEMSY VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER TlI?rovc.SZ o F 5eft' OFFICE COPY Address CHECKED BY GAS/ Meter By Date Il oL ELECTRIC Meter By Date "o �y_� i' JOB FINALED (Date) 1-/5-o3 o Signature �./ V =OF( ' 0:- Not OK, ' - =Not Applicable MOBILE HOMES • = Not Ready Gas; MH Test -Demand -Valve -Connector Date MOBILE HOME UTILITIES (Plans) OK except #'s 5. 1. Zoning Requirements -Setbacks -Easements 6. 2. Soils; Special MH Support Sketch 7. 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 PF7=1OK J = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date Underfloor (Plans) OK except #'s ning-Setbacks- Easements- Flood- Slope Main; Soils-Elec. Grnd.-17_1" Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Grnd.-/I-%.C' Ftg. Depth Date 4. Ftg., Porches & Decks; Soils -Steel-/ f' Fig. Depth Fixture & Transformer Clearance -Ins. Protection 5. Stemwalis, Main; Steel-Blockouts-Wrapped 2 6. Ste walls, Garage; Steel-Blockouts-Wrapped F�emex Installed Close to Edge of Studs & C.J. 6a. H d Downs and Special Anchors / 8. Slab, Steel -Wrapped Piers -Fireplace Ftg.-Steel Subfeed Wire Size / / ga. Cu or A.C. Wire Size ga 4Wor At 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 31. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Equip. Clearances Panels-Motors-Mech. Equip. 11. Water Pipe; Test -Anchors -Regulator -Service Test 34. 12. Electric Underground .\1L 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Datq� �, Z Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s W er Htr.40ccess-Combustion Air Baffle ter Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection e, Test, First Floor -Tub Access 21. .how Test Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date t-ECTRICAL (Permit) OK except #'s 23 Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 2 SFfe Boxes & No. of Conductors Stapled F�emex Installed Close to Edge of Studs & C.J. V1.115adip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or A.C. Wire Size ga 4Wor At 30. Range Circle /\,) / ga or AI -Oven Circ. /ti / ga Cu or AI Insulated Neutral Yes Q No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector .\1L Date "Card B-1 Date Card B-1 Date W F_Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 3< A.C. Ducts Insulation & Support _Vent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade ly 6! (furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date l° Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s ills Proper Materials & Anchors 1. alls Studs -Nailing Spacing & Braces -Plates -Sound 41' Bearing Walls over Girders & Floor Nailing 4 . raft Stop in Walls (rat proof) 4. Fir Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 Headers & Beams -Size & Bearing Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss -Shting.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing Property Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 5. •Plywoj(d on Roof Overhang -Attic Vents -Rafter Outriggers 98 S' ng -Nailing Veneer f Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access azing Area -Glass P otection- kylights- lastic 'ZA 9-/ Shegr Walls; Np 4 g -Bos / / , 60. f315ce Interior/Exterior Wall Panels &' Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date % L/ Card B-1 Date Card B-1 Date Card 13 Date Card B-1 Date FINAL (Plans) OK except #'s xt. Steps -Door & Sidelight Protection -Landings Smoke Detector 6 Furnace Vents -clearance -Comb. Air -Connector - 4n Garage; Above Floor-Ducts-Mech. Protection edroom Exiting O.F.I. & Bath Fixtures & Tub Access -Spa 6B! Elec. Trim & Subpanel, Breaker Sizes & Labels -eg-'STairs & Rails F(r F' eplace or Stove, Clearance -Hearth 7 c. Outlets at Wood Panel, Int. & Ext. 7Q/KiVFixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. c. Outlets & Receptacles at Kit. Counter rage Fire Door; Swing -Landing -Closure C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Garage; Above Floor-Mech. Protection j"Ib., Elec. & Mech. Equip. Listed for Location t4gfec. Receptacles in Garage (F.F.I.)-Romex Protection (/nsulation•Foam- Looked in Attic fid/Guard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor - 1] Yes Following Instld./Drive D Yes J alks J Yes J No/Planters J Yes D No . Stucco Brown -Finish 4 -AC. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg•Appliance-Fireplace-Clearance to Openings 4B-1/ater Well, Disconnect, Electrical, Plumbing GA� Exterior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throughout House Glass Protection 90 Corrections from Previous Inspections " v . Gas Test -Meters Tagged, Gas - U, ctr' 9 ater & Sewer Connected -C/O to Grade -HD Approval 9346ergy Compliance Certificate -Other Certificates 9 Address Posted Date 1r•OCI Card B-1 Date Card B-1 Date Card 13-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: - A-O�-1357 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ° 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-751& 38-754 1,MIT NO. (Rev. 12/96) ` APPLICATION AND PERMIT ---��_ ASSESSOR PARCEL NUMBER r 360 031 ZONING BUILDING PERMIT q TELEPHONE GAkD SO. FT. OCC. BUILDING VALUATION Tn 1020 i81360 00 CONTRACTOR'S NAME TELEPHONE _ , CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 00 ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 1' LOT NO. 9 SUBDNISIONSNAME PARCEL MAP PLUMBING PERMIT riling Fee 20.00 USEOFSTRUCTURE SF IH Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 11 7-0077.00 Solar or heat pump water heater 23.00 Water piping 15-0015.0 Each gas water heater or vent 15.0015.00 TYPE OF WORK New q Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NFdol 0)--F Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OOOVOR LESS Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license iso full force and effect. �_/I License Class Lic. No. • "/ L�� OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License w 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. 9L I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' corw^�gnsation insurance carrier and policy number are: Carrier 's -we— 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' co n ation laws of California, and agree that if I should become subject to the n era' compensation provisions of section 3700 of the Labor Code, I shall orth comply tho provisions. X_ Date Dc� z r- . T t Signa r of Applicant - ❑ Owner ❑ Contractor ❑ Agent An A permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in ight. Gn Main Service 200A TO 1000A 46.00NEW P. O CONST.DWELLING OCCU3.SQF°, OR ADDNS. ( a ACC. BIDS. NEW CONS . MULTI.OUTLET NON•RESIO. @7.50 Po7 APPARATUS a SINGLE .0 r.CIR. Ex. Occup. OUTLET OR FIXTURES Bu 20 p x.50 Ex. Occup. AE�s,D °EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling 15.00 Hood 6.50 Ventilation PERMIT FEt: $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ 23/Q CONST. TYPE TOTAL FEE $ 1, 535.92 VN HA2. — D, FEES (r/1P 1,° OD F PRpcEL H ISS This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated abo r wVfees'e been paid. By Date S PERMIT EXPIRES ON ate Receipt No. 0I 0 �E 2gAZ WHITE-D.D.S.-B.O. CANA -A S S R PI PECTOR GOLDENROD -APPLICANT .,�.$�,�F-**�'4w7 .i+�,'"'�.,,,�,.7�r--�-„�y,�•,�{.,.ary..�-�••r.,.,.�.,��..-P�-.q,.. ��'��['qp1 -�1[ ,�Y r{,.,wq{�p�. i. �L:�CO,UNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION -7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (530) 538-7541, t PERMIT APPLICATION DATA SHEET ' OWNER: f . a 170 r)a Q p,vt ASSESSOR PARCEL NUMBER: n �`l„ - a rio� a Proposed Building Use: __� A) n. _ ,P" Building Inspector: Date: Z p 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 -------------------------------------------------------------------------------------- ,pal Plot plans, 3/4 sets, signed by the preparer of plans. ------ -TO 113. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. .-pll5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form.-------------------------------- ,,._g9-,Manufactured Home data and installation instructions including Tie Down Specifications, ------------------ . Fees of $ --- C44 i t Cry _ p la.�► Vit.. rJG_, c� i � yt�va-s!---$�=� y� - b11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- 112. California Department of Forestry plan approval/fees- -------------------------------------------------------- ❑ 13. Flood elevation certificate. 14. Sanitation and plot plan approvaIC Health Department. ------------------- ❑ 15. City of Chico plumbing permit.----------------------------------------------------------- p ---------------------------------------------------------. ,L!f� Plot plan and business license approval from the City of Biggs. ------------------ --- P< Planning approval for (A) Use: (B) Parkin _. g� 8. Contact Land Development about ❑ linprovements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). -- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). -------- 2 orkers' Compensation carrier and policy number. -------------------------------- Owner -Builder Verification (Given to owner El, Mailed to owner 0) - ------ �--}}4-. Letter of signature authorization. --------------- L ------------------------------------- Recorded copy of Agricultural Acknowledgment Statement. ----------------------- 0 El 26. Letter of intent on building use. -------------------------------------------------------. ❑27. Manufactured Home utility clearance. ------------------------------------------------------------- ❑28. Existing violations and/or expired permits.-------------------------------------------------------- 4El 9. 11433 A, ❑Gr t Deed, ❑ M.H. Title 1:1 Check: to H.C.D $ 30. Other: �.t/\1! �4�� 11Q C1-i",UUtr6V2 When you issue the permit, process as follows ❑ Mail to owner to contractor. 1 `f u k U, j � hua-4c pe"I b ❑M ❑ Telephone q 3 3 �%� and hold for pickup at ^e0 office. ❑ Deliver with inspector. S TYLv c, T - agM\J j =--V C0AA j0L 4 -TC 1 2%plicant: 02 Date: _ Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By:_ Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: ; Date: Bv: A- 1. Index permit application for the above items numbered: 2. Additional items required: Contractor, designer, owner, was advised of thd above required data by ❑ phone, ❑ mail, 6 Building Division counter, by Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Contractor, designer, owner, vis of the above required-data.by,- Pone, ❑ mail, ❑ Building Division counter, by Plans reviewed by: y V Date: (`; �� . 0'��' Plains approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Vnllnur ('n , - 71-4..,o,.f ..f Tle..ol........,,.-a 0—.: --- n__*IA*---' __• _ a -(Date) .l r Date: Date: Date: Date: E.H. USE ONLY �F Rot Plan Attaehad Hoar Ran Attached Sent to B.C. ` l TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 1 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well A -- Clearance for dwelling. Other Vn-': rIC inivclea'rance O.K. for: NOTE: e Environmental Health Specialist Date 8/96 COUNTY OF BUTTE r DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER C-0-1'1 ( Q �M Q PROPOSED BUILDING USE '5F 4 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ s --Additional Fees Due ............................................ $ / --Revised Plan Checking Fee ................................. $ ' 2. SCHOOL DISTRICT FEES C3. (paid at District Office) SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ —x—=$ # Units Amt. Commercial (Sq. ft.) ............. —x—=$ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # DATE RECEIPT # DATE REC. 127'P4 S aq-o?eP 3 a 1-93Y At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during t lan checking process. � 5 �br�-i �; 9��d ,�,� aw.-r er- a¢- �oP,�-ir,11 c�pp li cavi o-7 APPLICANT DATE1°12(1 1 O l Pursuant to Govern nt Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) ^R. •. f School District A.P. Number Property Owner BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Ct C Building Department No. `/5(p-3 (;-0 — 031 Jurisdiction: City County Property Location/Address Subdivision Lot No. Building Depa i IY t (Floor Plans revii t f_ District Identification No. D Z'• C) lJ/ W , School Dis % Address) 9 \J Co (City) has complied with the requirements of Resolution No. representing square feet. School District Paid by Check # — _ Remarks:'' District Personnel) w�• Sq. Footage (Z G, s (Group R) Sq. Footage ' (Including Exterior Roofed Areas) SZZ•02� Date (Applicant) Z�/� (Phone Number) t (State) (Zip Code) -- --1 �/ by payment of $ t 3 S , (J7 0 1 11AB 2926 $ q FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate•its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm P .................................................................................................. Residential Development y No *Supplemental o Living Mobile Home Addition/ to Units ,Installation Conversion Permit # I i *(No foundation inspi Commercial/Industrial \New Addition? 1 Building Depa i IY t (Floor Plans revii t f_ District Identification No. D Z'• C) lJ/ W , School Dis % Address) 9 \J Co (City) has complied with the requirements of Resolution No. representing square feet. School District Paid by Check # — _ Remarks:'' District Personnel) w�• Sq. Footage (Z G, s (Group R) Sq. Footage ' (Including Exterior Roofed Areas) SZZ•02� Date (Applicant) Z�/� (Phone Number) t (State) (Zip Code) -- --1 �/ by payment of $ t 3 S , (J7 0 1 11AB 2926 $ q FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate•its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm P •. CLIMATE PRO® FIBER GLASS BLOWING WOOL Your home has been professionally insulated to provide a guaranteed thermal resistance. HomEoN ADDRESS , `,� Cj -y — Fo reS� " `�—� \ STATE TIP RECORD OF INSTALLATION BLOWING WOOL NEW CONSTRUCTION IF RETROFIT: ❑ RETROFIT DEPTH OF PREVIOUS INSULATION NUMBER OF BAGS USED INCHES AREA INSULATED ESTIMATED R -VALUE OF SQ. Fr. PREVIOUS INSULATION THICKNESS OF INSULATION TYPE(S) OF PREVIOUS INCHES INSULATION IN ATTIC R -VALUE OF INSULATION BATTS AND ROLLS RNALUE THICKNESS III REINSULATED CEILINGS �� ` IN. 114232 SQ. FT. IN. ?� SQ. FT. WALLS �� S /<— IN. ' CC)� SQ. FT. IN. SQ. FT. FLOORS IN. SQ. FT. IN. SQ. FC. CLIMATE PRO- RAG WEIGHT - 75 I R Nnmum R -VALUE MINIMUM THICKNESS BAGS PER 1000 SO. FT. MAXIMUM NET -COVERAGE MINIMUM'WEIGHT PER SO. Ff. To obtain an Installed The number of bags Contents of The weight per insulation insulation per 1000 sq. ft of this bag should sq. ft. of installed resistance should not net area should•not not cover insulation should (R) of be less than: be less than:. more than: not be less than: 11 5X -in. 7.0 142 sq..ft. 0.176 -lbs. 19 8% in. 12.5 79.9.sq. ft. 0.313 lbs. 22 10 in. 14.6 - 68.4 sq. ft. 0.365 Ibs. 26 11% in. 17.2 58.0 sq. ft. 0.431 lbs. 30 13 in. 20.0 50.0 sq. ft. 0.500 Ibs. .38 16% in. 26.3 38.0 sq. ft. 0.659 Ibs. 44 18% in. 30.5 32.8 sq..ft. 0.763 lbs. 50 20% in. 35.5 28.2 sq. ft. 0.886 Ibs. 60 23% in. 43.0 - 23.2 sq. ft. 1.076 Ibs. INSULATION CONTRACTOR SIGNAATURE��CLIII1 ✓��. DAA COMPANY C�siz=I� 'e3�= �Y� ADDRESS 1� UAL QJ Oy"C-0'��{'1 PHONE HOME BUILDER SIGNATURE DATE COMPANY ADDRESS PHONE Johns Manville • BIC 194 7/97 ® 1997Johns Manville Corporation � 82 Johns Manville Corporation, P.O. Box 5108, Denver, CO 80217-5108, Internet: http://www.im.com. For more information call 1.800-654-3103. Fr 9 r J � r -IV V i n g Truss Take -off Design & Sales si stance Monte Call - 793 Camellia Dr Paradise, CA 95969 (530) 811-4132 Of f ice (530) 811-4132 FAX TRUSS ENGINEERING r ? SUBMITTALS Gallagher Residence Revised Engineering Blusar Manufacturing Truswal Systems 12- 77 rn C7 PpF?,0Vpp (530) 741-4920 (800) 332-4045 as -i37 v9nn� YI D r m p p m LA M v m z n m l ]ob Name: gleefr Truss ID: A Qty: 2 Drw : 'IC 2r6 DFL #2 Plating spec AMI/IPI - 1995 This truss is desigrieci using the DC 2s5 DFL #2 THIS LESICN IS THE Ca4FCSrIE RESULT OF LDC -97 Ctdle. GE1., ELK 2x4 DFL SDWARD MLTIPLE LOAD CASES. Bldg = Y& - = Joint Lccatirns PLATE VAI.LE5 PER ICEO RESEARCH REEF #1607. BE5RIM RE2JIRENIENIS sho.n are based CNLY Tj-ed Truss Lxakirn = Ehd 7rne 1 0- 0- 0 25 34- 0- 0 Loacle<1 for 10 PSF rrs7-ouia.trrertt BCII. cn the truss material at each bearing. Hzricate/Ocem Line = No,,, EJip Categmy = B 2 4- 3- 0 26 0- 0- 0 BUnDUCTESIGI2 KUr VERIFY QBE MQ W! PLATTM BASED QV GREEN ULCER VALLIES- Bldg LmVffi = 80.00 ft, Bldg Width = 40-00 ft 3 5- 7- 0 27 4- 3- 0 (+] gable bxacitr� (? 58" intervals, Mir height = 23.80 ft, uph = 75 4 6-11- 0 28 5- 7- 0 if to wird Toad aEplied to face. LBC Statard Qztp<uy-y, Dead Lclad = 21.0 psf 5 7-11- 6 29 6-11- 0 See "General Cable Details", CD02065035. 6 8- 3- 0 30 8- 3- 0 7 9- 7- 0 31 9- 7- 0 8 10-11- 0 32 10-11- 0 9 12- 3- 0 33 12- 3- 0 10 13- 7- 0 34 13- 7- 0 U 14-I.1- 0 35 14-11- 0 12 16- 3- 0 36 16- 3- 0 13 17- 0- 0 37 17- 0- 0 14 17- 9- 0 38 17- 9- 0 15 19- 1- 0 39 19- 1- 0 16 20- 5-0 40 20- 5- 0 17 21- 9- 0 41 21- 9- 0 18 23- 1- 0 42 23- 1- 0 19 24- 5- 0 43 24- 5- 0 20 25- 9- 0 44 25- 9- 0 21 26- 0-10 45 27- 1- 0 22 27- 1- 0 46 28- 5- 0 23 24 28- 5- 0 29- 9- 0 47 48 29- 9- 0 34- 0- 0 4-3-0 4-0-0 4-0-0 4-0-0 4-2-0 4-0) 4-0-0 5-7-0 i 4:;-0 8-3-0 12.3.0 16-3"0 20-5.0 24s"0 28-5-0 -74-0-0 17-0-0 I 17-0-0 1 2 r a 56 7 8 9 10 11 121314 15 16 17 18 19 201 22 17 24 25 5.00 0 T .i-6 I 7_7.3 S=5-6,�'= S-6 s- x-4-15 a' 4 3-5-6-47Q r SHIP T-0-6-3 :1:0-6-3t ?,oFESS e F cl i. ll 2.50 -2.50 11_8 .0 p 16-6-8 , 1" 69 34 -II -0 16-6-8 : 06 0 03 ® CIVI 26 27 28 29 3(1 .i/ 32 33 ,i4 7i 363738.49 40 41 42 43 44 4.5 46 47 48 %qT ti�P I!t, 4-.J-(1 � 4-(}(� 4-(}0 � 4-4� 4-2_� 4-0-(� 4-(}0 � 5-7-0yr „Pf _ed 4-3-0 &3-0 12:7"0 Nr7.0 2p5-0 24-5-0 2SS•0 34-(}O 'I'1'1'ICAI, I'I.A'1'E-4� I� OVER CONTINUOUS SUPPORT k/L 2002, jTruswa1 Systems Plates are 20 ga- unless shown by "1811(18 ga.), �SEale: 1/81' = 11 H''(16 ga"), or "MX"(TWMX 20 ga.), positioned per Joint Report. i. Ci1)rcled plates and false frame plates are positioned as shown above. ® r r E A�NING Read all notes on this skeet and give a copy of it to the Erecting Co�rtractor. TBF: 112.0 WT:281 # WO: GLEFR This design is fur :m iodividwil building component nut it -Liss system. h has been based un specifications provided by the component awoofi ciurer and done Chic: Custemrer Name: in :tccord:mce with the co rem versions of'ITI and AFPA design scoi(Lnrds. No responsibility is assumed for dimensimcd accuracy. Dimensions are to be verified by the component trenurfrcmrer and/or building designer prior to fabrication. The building designer mast ascertain ilut the lards util"v-cd un this Dsgnr: #LC = 14 da B Lu SAR MFG design meet or exceed the herding imposed by the local building code and the peticubr application. The design assumes slut the top chord is latermlly TC Live 50.00 paf DurFaes L=1.15 P=1.15 braced by the roof or floor sheathing and the bottom chord is Literally braced by a rigid sheathbtg material directly :coached, unless othenaise noted. ® LLC Bracing shown is for Literal support of componems members only to reduce budding length. This component sludl not be placed bi any environment (1111 TC Dead 11.00 pef Rep Mbr Bnd 1.15 will cause the moiswre content of the wood to exceed 199c :rad/or cause connector' plate corrosion. Fabricate. Icmdle, install and brace [Itis mass in BC Live .00 sf O. C'S actin 2- 0- 0 44 5 W'r"lt. Sl at r.. C accord:utce with [lie following standards: 'JOINT DETAIL S', by Truasa:al, 'ANSI/TPI 1'. '\i'-I'CA I' - Woud 7hass Council of America Stand;ird Design P P g aa�s NonhparL Dr.. c;do springs. co an9o7 , BC Dead 15. 00 sf Desi Spec UBC -97 Responsihilitics. '6Ie\NDL.I\G I\1'I"ALL.ING AND 13Rr\CI\G;vll3'I'AL PLATE CONNCC'I'GD \\OOD'I'RUCSIiS' (1110-91) arid- 'HIB -91 P Design � SUNb\'IARY Sill' l:l" by TPI. The Tross PLte lostitow (ITI) is located at 5163 D'Ooofrio Drive, Madison, Wiscoosm 53719. The American Forest and Defl Ratio: W360 TC: L{/480 Tp5 . 0 Version T6 _3 .1 Paper AssocLatiun (AF -11A) is located at 111 I IShh Street, n4V, Ste KlX), WV shbtgtun, DC 2(.X)36. TOTAL 76.00 psf Ilob Name: eleefr Truss ID: Al Qty: 38 Drwa:C002175104-A)62--] ERS X -LDC REACT SIZE REt2'D TC DFL #2 1 0- 2-12 2872 5.50" 3.06" 2`6 LFL #1 1-3, 9-11 2 33- 9- 4 2872 5.50" 3.06" BC 2:6 EFL SS .18 .40 7-8 -7882 .34 VEB 2>1 Ef•1, SE*MAM TC FORCE AXL RZ CSI .40 2x4 DFL #1 & Btr. 15-6 1-2 -8758 .33 .52 .85 .59 Loaded for 10 PSF rnrocrcarrent DCII. 2-3 -8530 .34 .59 .93 .85 PLAYM3 B4SED CN MEEN LIMBER VAUM3. 3-4 -8406 .40 .38 .78 4-5 -7882 .34 .21 .54 5-6 -6214 .21 .18 .40 6-7 -6214 .21 .18 .40 7-8 -7882 .34 .21 .54 8-9 -8406 .40 .38 .78 9-10 -8530 .34 .59 .93 10-11 -8758 .33 .52 .85 BC F= AXI, HID CSI 12-13 8088 .66 .30 .95 13-14 8058 .65 .30 .95 14-15 7004 .57 .05 .62 15-16 7003 .57 .05 .62 16-17 8058 .65 .30 .95 17-18 8088 .66 .30 .95 N&B FCRM CSI AM FCRC£ CSI 2-13 -95 .03 7-15 -1322 .44 4-13 89 .03 7-16 881 .39 4-14 -778 .15 8-16 -778 .15 5-14 881 .39 8-17 89 .03 5-15 -1322 .44 10-17 -95 .03 6-15 4192 .58 MX LEFLE):TICN (span) • L/536 IN MEM 14-15 (LIVE) LF -.75" D= -.36" T= -1.11" Plating spec : AMI/IPI - 1995 THIS EESICN IS TILE CQvTCSrIE R)EKILT OF N6]LTEF'iE LC1AD CASES. EEARIIG RE!`IIIRENiF M shoat are lased CNLY on tlg truss material at each bearing. PLATE VALLLS LER ICBG RESEARCH REECIrT #1607. + + + + + + + + + + + + + + + + + + + + + + Uzestiaia-ed I=iz. LL deflection = .44 in. + + + + + + + + + + + + + + + + + + + + + + 5-6-3 3-9-15 3-9-15 13-9153-y�3-y53-9-15 t 5-6-3 5-6-3 9-4-2 13-2-1 17-0-0 20-9-15 24-7-14 28-5-13 34-0-0 17-0-0 l 17-0-0 1 2 3 4 5 6 7 8 9 10 11 F5 �0 5.00 this truss is resigned using the LIB` -97 Cb3e. Bldg Encicrdl = Yes Truss Locatim = Ed Zane Hurricane/Ccez-m Line = No , Exp Cttegory = B BldgLe"gth = 80.00 ft, Bldg width = 40.00 ft height B nph 75 UDC StandaudOC=ADanc_y, Dead Load = 21.0 psf = Joint Locations 8-12 1 0- 0- 0 10 28- 5-13 2 5- 6- 3 11 34- 0- 0 4-4 4-4 3 7-11- 6 12 0- 0- 0 S=5_6 4 9- 4- 2 13 6- 9- 8 3-4 3-4 5 13- 2- 1 14 11-10-12 S = 5-6 6 17- 0- 0 15 17- 0- 0 7-7-3 2.5-4 1 _ 2.5-4 8 -4 -IS 7 20- 9-15 16 22- 1- 4 9 26- 0-10 17 34- 0- 0 �61-� 0 3-4 3-5I-6 3- 3_1110 SHIP 2.5-4 1 2. 6 r =SS, =11-tr 3 3:0-6-3t c 9(12 te w \ 11-N8 2.50 1 -2.50 16-6-8 11- 16-6-8 I1 P; '3003 34-0-0 I V I L s� 12 13 14 15 16 17 18 T C 01r, 6-9-8 5-1-4 5-1-4 5-1-4 5-1-4 6-9-8 ' 6-9-8 11-10-12 17-0-I1 22-1-4 27-2-8 34-0-0 J 'I'1'I'ICAL I'LA"1'I: 3 -IO "+' lar��Systerns ' 'AA,�ooArTrtlsPlates are 20 ga. unless shown by "18"(18 ga.), Scale. 1/8 1 :fi16 gar.) or "MX"(TWMX 20 ga.), positioned per Joint Report. CY'rcled Elates and false frame Plates are positioned as shown above. WARNING Rend all notes on Nus sheet and give a cots►' of it to the Erecting Contractor. TBF: 105.3 WT:272 # Wo: GLEEFR ® "Phis design is for an iodividted building component not miss system. It hats been breed on specifications provided by the component m:nutfacnn'er cmd done Chk: Custattter Name: in accordance will] the current versions of TI'I atnd AF11A design stand:trds. No responsibility is assumed for dimensional accuritcy. Dimensions are to be verified by thmmm' e component muGtcer and/or building designer prior to fabrication. The buco ilding designer const ascertain that rhe lwds umhDszed oil tills gnr: #LC = 14 da B L U SAR MFG design meet or exceed the larding imposed by the local building code :cod the paticular application. The design atsstnnes that the top chord is laterally TC Live 50.00 psf DurFaes L=1.15 P=1.15 ®LLC braced by the roof or floor shcatthing and the bomom chord is kooridly braced by it rigid sheathing nrcacrcd directly anached, unless odienvise noted. IAacing shown is nor I:ueral supper of annpunenls mcmhcrx only ro reduce buckluig length. 'I'hie component shall nut he placed in :u» enyirunmcnt drat TC Dead 11.00 psf Rep Mbr Bnd 1.15 Will cause the moisture content of die wood to exceed 19% and/or cause connector pbte corrosion. Fabricate. Iuutdic, install and brace This Huss in BC Live .00 of O.C. ae 2- 0- 0 TRU. \MAI. SYSrf'XIS accurd:mce, With the following standards: 'JOINT DI I'All S', b\''fntsw:d, 'ANSIi,rpi I'. 'WTCA I'- Wood Trnss Council of America Sumdard Design P SP �g 4445 Northpark Dr.. Colo Springs. CO 80907 t t BC Dead 13.00 of Desi c UBC -97 Responsibilities. 'HANDLING INSTAI..LING AND BW\CINE i�IE•rAL PLATE CONNECTED WOOD'rRU.SSl?S' - (1110-)1) and '1110-91 P Design Spec SUMMARY SHEEP by'I'11I. 'rbc Tniss Mile Institute (TPI) is located at 5N3 D'Onofrio Drivc, N9adison, Wisconsin 5.1719. 'Phe American Furest and Daft Ratio: 14/360 TC: W480 Tp5. 0 Version T6.3 . 1 Toper Association (AI'I'A) is located a1 1111 1901 Street, N\:', Ste 8M, Washington, DC 201136. TOTAL 74.00 psf " VerticalTechnology ter Engineering. MRioLidoAP- M,Ox4CA%9 5 ll�AA�. ech PK PD) 89s$n6F�xPD) 899-11M June 26, 2002 RE: Gallagher Residence, Forest Ranch, CA To Whom it May Concern: I have reviewed the truss calculations by Design Assistance dated 6-24-02 and have found that the trusses appear to be designed in accordance with the general design concept of the structural documents. The specific design shall remain the responsibility of the engineer who has sealed the calculations. j VerticalTechnology ZF r Engineering M Rio UxbA�e #XO, C W4 D' %9% A/lA.h PKNO) 899M6 Fax(530)89-1102 July 9, 2002 RE: Gallagher/Lewis Residence, Forest Ranch Rd. and Contentment Lane, Forest Ranch, CA To Whom it May Concern: I have reviewed the truss calculations by Design Assistance dated 6/24/02 and have found that the trusses appear to be designed in accordance with the general design concept of the structural documents including an allowance for the fire sprinkler system. The specific design shall remain the responsibility of the engineer who has sealed the calculations. Sincerely, Q�flFE5SlC� cc 0. C 6Cb67 II"' Mike H b y , P.E. a0'� GARY LEE CONSTRUCTION 196 WHISPERING PINES, COHASSET, CA. PHONE & FAX: 530-343-2518 NVQ A -Z,-q( t 20 0 7/. 6W-oV L- LE \l OVZA 60, Gam' 0 I vl 0-4 — 30; g - 3 3-7 ` �S 3 r - g3S2-- PROJECT PROCESSING RECORD Applicant: (_�� ��a.�r- Permit #: ©� - n 2 3 It 1 Owner: A.P. # 05(0- 3(190 _E) 3 / Work Description: Date Description of Step e4w " � 2� �y�c,t_a�r•e� TUB � .-�., " G�. � �tCrP/� 00 t n eu.) pjzyiy�, _ , C 10. 2(o ) 1 17 4- f1D Z- STAAx -r N oT Av o 1'tT-S eo t x3 a --E Z YLN U C'% i All cs'I F� 0 YZ M 1 Y- E7 vuz UHe,•Q!!., � , r `" _ RESIDENTIAL PLAN 4 ,• REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: �C�GL r�l� Building Permit Number:(��'Z r f Plans Examiner: Martha Christy A. P. Number: -3(Q 0 -�-O :fV- GENERAL: 1.. Zoning requirements — (number of permitted living units). 2.' Plans signed by the designer. 3. Proper description of work on the application. 4. Existing violations on the property. 5. Recorded notice of violation. 6. Building permit valuation. PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard. 6. Special conditions on cel Map: Noise ❑ SRA Fire Sprinklers Water Tender Traffic and Drainage fees [ 7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement. 8. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) 0 PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC sechon 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). L� 3. Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear"openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). , Skylights (Uniform Building Code section 2409 & 2603.7). ; Glazing in Hazardous locations (Uniform Building Code section 2406). • ,Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less thari.7 feet. measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). ' All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than'1 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). . 8. GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). -" 9. ater heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). 10. Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). 11. arage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). od stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). 4. oke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 ! 3 Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. t?r*L ld?, /et}ey, rVA j `®Fou3. Clerestory requiring balloon framing and/or engineering. A- ® Foundation ndation plans complete enough to construct building (Uniform Building Code Table 18-I-C). P Floor construction details complete enough to construct building.Elevations and wall construction details complete enough to construct building. 2 Roof construction details complete enough to construct building. - 8. Fireplace construction details and calculations if necessary. Z!5z 70r 9. Garage door header size(s). 10 orch header size(s). CULI �ypical header size(s). ```'��2. Stud heights. 13. High expansive soil — special foundation design required. ;4' Retaining walls requiring design. L 1�. Gypsum wallboard nailing inspection required. 7 �i 6. If the area below the lowest floor is fully enclosed, than a minimum of tw op rungs are require with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no hL.&_A__L_ more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior, walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction �u"`�• / design requirements must be shown on the building plans. n� Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. WSCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster — weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 8. Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). (/U 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). C Sound requirements. Energy design compliance and supporting documentation. 13. CDF responsible area requirements. 21 BUILD 6 PERMIT REQUIREMENTS: l . e'' SRA. 2. ❑ Fl d elevation certificate. I" I 3. ire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Lu,.h pCA L Page 2 of 2V P I r �jt� Yl �"�,,�hem no t n ear' �y��eled 5 P RESIDENTIAL PLAN REVIEW GUIDE . - SMGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner: v,cA( Building Permit Number: of -- l -7 Z3 Plans Examiner. i�'C" A P. Number: U " GENERAL: .. Zoning requirements — (number of permitted living units). Building permit valuation. Plans signed by the designer. ,4" Proper description of work.on the applicati ,5!,Existing violations on the property. X. Recorded notice of violation. �OT PLAN: _ Complete parcel size and dimensions. etbacks, side yard, easements, Etc.,31 : Other buildings or aures. g, fills and/or e. Flood ha)ard. Special conditions on P el Map (Noise, Fire prinklers, Water Tender, Traffic and Drainage fees)... 7. FAU & FAS road setback. 8. Building or utilities across lot lin (recor rm). FLOOR PLAIN: 1. Plans and specifications drawn to seal 'th dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of 'on (Uniform Building Code section 1203). Egress windows (Uniform Buil g Code section 310.4). ' Skylights (Uniform Building a section 2409 & 2603.7). Glazing in Hazardous 1 ' ns (Uniform Building Cd& section 2406). Required room sizes and iling heights (UniforafBuilding Code section 310.6). W i 6( bM C 7L:sid'w GFCI in baths, garage, tchen, wet bar; and exterior eceptacles (NEC 210). reh'g ct v k� e.Q- Prohibited locations gas water healers (Uniforrd Phi nbiag Code 509& 1213.5). mj - / x • -f-D Prohibited locatio of gas heafmg'egiiipiadent (UniSoim Mechanical Code 304.5). L 10. Garage fim,.all s aration - re�gired on gaiage'side- —1 ing -8 *0s -and Posts g a Co� Building Code s coon 302.4 exception #3). Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). Smoke detectors (Uniform Building Code section 310.9:1). �Vater closet clearances (Uniform Plumbing Code 408.5). hower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). �v Page lof2 yid ciicrn STRUCTURAL DETAILS: 1. Conventional co sha ed buil ' (Uniform Building Code section 2320.5.4). S bracing o ngineered deli rm Building Code section 2320.11.3).Clerestory icing b oon framing andgineering.. - r c{✓�1 KQ! - ry building requiring engineered calculations and plans. iri 5 Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. 710 19e- .5 h ° co,r7 on and 7 Elevations and wall construction details complete enough to construct buil7YOV. T Roof construction details complete enough to construct building. i de. he t ridge beam. l+exyl W� _ Rafter ties or bearing� F' lace construction details and calculations if necessary. dtr-_O''1 rYVfGarage door header size(s). orch header size(s). . Stud heights. � � on Lj i ,,,u7 - rove �4 Expansive soil - special foundation design required. 2 Ic- 5: ' ' g walls requiring design. Special Inspection requirements. ►� X (O ("PAY' - , 7 er sizes.. VCA (p r-� /'-�� 18. Gypsum wallboard nailing inspection required. ✓ jVY 1A� t �1 MISCELLANEOUS ITEMS:ion 1. Stairway details - landings, rise and run, head clearance, handrails (U rB m uiAiomn'gE desection v -Dude, cDn_-k- 2. Guardrails (Uniform Building Code section 509). C'r' rn 4. - Brick or stone veneer (Uniform Building Code section 1403). VVI i vAto&( S I Z" 4 4. ­ Exterior plaster- weep screeds (Uniform Building Code section 2506.5). AtA?F S' 2c S 5. Itoofpitch for roof covering (Uniform Building Code Table 15-B-1 & 2,15-D-1 & 2). nil re4'Jc Roof covering type = (fire hazard). 7. Foam insulation - protection. 8. 3b'- ',halls and stairways (Uniform Building Code section 1004.3.3.2). 9 Two'exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). ;+C..CLA-0 nderfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). c� �vUo7d� RQu - - - Attic'access and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances - LPG requirements. - =Sound requirements. (D5.,Snergy design compliance and supporting documentation.,�i 5. Flashing at all exterior openings. G( u- e- room ems. 16. CDF responsible area requirements. 17. Building Pe uirements: 17.1. S�.o�iGt�� 17.2. rtifi te. 17.3. ire S rinklems uired v V� 17.4. - - pecial Inspection requirements. 17.5. - Use Permit conditions. 17.6. Sub -Standard Housing letter. r Lt mal 4e_ frd ✓i c4� C 19 Page 2 of �jr•�n,tClers� FLAN REidISION Please complete the Following information in order to process your submittal. If this form is not comp) and legible. it may cause a delaX in processing. Owner's Name: Ua ( (0, �,�(^ . Received By: Date: 02 U T17 A.P. #: d� - 'S 6 1 Permit #: �� Time: ContactPhoneNumber: I o - l "`��°�'� ' 02" - Purpose of submittal: C3 Permit Application Data Item 1 ❑ Engineering ❑ Plan Revision ❑ Requested by Building Inspector or Correction Notice - inspector's Name; ' Examiner Examiner's Name: 4equested By Plan's Examui ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions f •eview. If engineering is involved in this revision, the engineer must put his requirements on these drawir. ;tamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearl . When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call and hold for pickup at the ❑ Chico Office ❑ Deliver with next inspection. ❑ Oroville .Offic Revised Plan Check Fee: ❑ S46.00 Receipt #: ❑ Additional Fees Not Req' Additional fees may be due based upon complexity and time involved to process this sub, Additional Fees: Receipt is 1 RESPONSE FOR PLAN CHECK PLAN CHECK ITEM N 8 DATED: RESPONSE BY: �Z ��13, �J14-SLS ON PLANS/CALCS: PLAN CHECK ITEM N RESPONSE BY: -Z_ CATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: - '� 1024 ILA PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: I PLAN CHECK ITEM N IRESPONSE BY: ILOCATION ON PLANS/CALCS: CHECK ITEM M CHECK ITEM M BY: RESPONSE BY: ON PLANS/CALCS: ON PLANS/CALCS: RESPONSE FOR PLAN CHECK LETTER OATEO: • PLAN CHECK REM M COMMENTS: / y Ec) RESPONSE BY: dlZ � e-, J-Lj G LOCATION ON PLANS/CALCS: PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENT,S,: �✓ /� PLAN CHECK REM E RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM P RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENT: PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK ITEM N / lv RESPONSE BY: �Z LOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK ITEM M RESPONSE BY: I LOCATION ON PLANSICALCS: COMMENTS: Btl /'I ,j dw zf b0'd VLS:LO LO-VO-UeV November 7, 2001 Jean Gallagher 1309 Orchard Way Chico, CA 95928 Department of Development Services Du.iiding Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 056-360-031 Building Permit Number: 01-1723 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: ON -STRUCTURAL COMMENTS: Energy Calcs: 1. Front of house faces northwest, not north. 2.Total R -value must be justified by separate calculations for the specific assembly. Supply supporting documentation. 3. V Provide two full sets of energy calculations upon resubmittal. Each set is to include CR -1R 1� forms, CF -2R forms and a set of mandatory measures documented by the energy designer. V1 Use correct mandatory measures -correct mandatory measures have not been initialed by 0 designer. Do not model insulation depth on slab perimeter when there is no insulation ,�� installed -you do have 164 feet of exposed perimeter slab. Your average fenestration SHGC cannot be .73 when calcs call for .77 for all. You may not model floor with an R -value of 3.38 (rgC,(vosali c V7?6,:� Yt- .S+ -;l( not on ptalnS ^ 0_ct& 4?0,1 aw' Fire sprinkler permit and house permit will be issued concurrently. Make application for sprinkler permit and submit three sets of plans and calculations that have been prepared by a licensed C-16 contractor. (Sprinklers are not required in the garage though trusses have been designed to support sprinklers). Provide a section detail through the house in the lengthwise direction. This section detail is to show all construction details and it is to include the area over the masterbath. Provide ceiling joist plan for this area and show attic access to this area. All energy requirements are to be included on section detail. Provide location of hot water heater. 5. Provide construction detail on HVAC chase at exterior of building. 1 of 2 • Provide Bedroom three with a window that is at least 14 square feet. Include new size in energy calcs. Provide firewall details on garage side of firewall. Plans indicate drainage on high side of stemwalls to the south, west and east. Please note on the plans the maximum stemwall height you will need to construct. �DProvide a letter from your engineer that he has reviewed and approves the truss calculations. Headers are to be sized per additional loads shown on the truss calculations. ,RUCTURAL COMMENTS: — N loT AvvaZYSeb -NS or- i (Z410Z — M1 K -E- fk,-)JaL-Ie7y W I1.L FAA 1. he shear wall lengths shown on the plans along wall lines A and B do not match the R C!Q I SSM structural calculations. The wall lengths shown are longer than specified but the calculations C A as s call for a number 4 shear wall along wall line A and the plans show a number 6 wall. Please V erify that the number 6 wall is adequate. Provide engineering addressing the glass block opening in the 15' long shear wall along wall ne 1. 1Idw pCM0I S)iow I¢' A("("% NC). (' ,SWs Q- U� Please specify steel size and spacing to be placed in the footings and slab. Details 2 and 3 S how horizontal and vertical steel but do not provide size or spacing. $ 3 S l s'(O,.0 Roy./ Tin theAv Slty (p )c Iobt I6 l 2 T-mt&'^Ale'ns (Z oV'%M)uC.S. > 4 PART - 1[I The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Provide energy design compliance and supporting documentation. 2. Balance of Building Permit fees to be determined at recheck of plans. Impact fees: 3.1. Complete and return the Butte County School Impact fee certification form. 3.2. Water tender fees in the amount of $200.00 are required prior to the issuance of this building permit. If you wish to discuss any non-structural requirements in PART - I, you may contact the Plans Examiner at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, M�fjl'tar" Martha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer 91 I—g l I to b�sC�iS>Jl'i (-^%.CJ wI 2-f)OZ Cc: VerTech Engineering lfiIE w 1. L M c N-- C- f s V C WF_ .I PI+ O Z s (YS �T-t+ w A -t L f) \.iN Ls A No "S aff%a'vJ 2 of 2 er AAA ech November 26, 2001 Verticaffechnology Engineering P.O. Rx 2W, Chi%CA 99MIM Ph PD)899,6716 RD(PD) 899-11M RE: Gallagher/Lewis Residence at Forest Ranch Road and Contentment Lane To Whom it May Concern: I have reviewed the truss calculations dated 8/30/01 by Longfellow Lumber Co. Inc,. The calculations appear to be in general conformance to the design requirements for the project. The Engineer who stamped the calculations shall be responsible for their design. Sincerely, Mike H P.E. LONGFELLOW LUMBER Co'."'INC, ■ Quality" Truss Design ■ -Roof & Floor Systems. (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 r Customer: Address: AP#: . V o �v mss\- ' 51 Job No: Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento; CA 95828-2522 (916) 387-0116 ICBG -ES Report 5352 APPROVED Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 0 r m H U) r VRULTEDIGE B1 B1 VRULTEDI GE z 0 n ' n. b JLE END DETAIL STRONGBACK (NAIL TO LEDGE( (BRACED AT 55' LEDGER (NAIL 10 VERTICAL W/2 -10d NAILS) (K) SPACING FBI REFER TO Si PRODUCT All A35 IN FI THIS OWG PREPARED FROM COMPUTER INPUF (LOADS A 0IHFN9IGNCI CINIHITT%!n nv TOuer •.ro (SI) (M) 2Xe F.L. OR I(.f--. 12 OR / BTR STP.ONGDACK BRACE (PI) PEAK PLATE TO MATCH COMaO)T TRUSSES. (SI) SPLICE PLATE TD 14ATCH COMMON TRUSSES (HI) HEEL PLATE TO MATCH COMMON 1RUSSES. (0) OPTION 10 WEB PLATING; USE (3)-2* VIRE STARES (0.072 DIA./15 GA.) TOENAILED THRU CHORD INTO WEB 6 TIIRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 5 STAPLES. (PI), (SI) 6 (HI) MUST BE PLATED. (G) GABLE END DESIGN BASED ON 75HPH MIND LOAD, EXPOSURE 'B' AT 0-25 FT. MEAN HEIGHT. /�%q02 \ Z. MU14LAJA A BRACED AT 55' O.C. (.C) Ix4 CONTINUOUS LATERAL GRACING FOR BRACE (STRUNGDACK) MEMBER, LONGER THAN 72'. ATTACH AT HIOPUINT CIE EACH GRACE W/2 -13d CC0)u10)I NAILS. 24' MAX GABLE END NOTE: CIIORDS TO BE 2x4 FIR -LARCH 12 MHT. NOTE: THIS DETAIL MAY BE USED FOR TRUSSES WITH PITCHED O.C. ALSO. PLATE MAX. WE8 LENGTH IX3• . 2-8-0 2X4• 8-1-0 3X4• 13-6-0 OUTLOOKER PLT TYP._Wave TPI -95\11 Design Criteria: TPI-95(STD ONLOOKER CRITERIA 3.5' MAX. TYP. 1101CH B 24. O.C. 1.5' MAX." I 12' MIN 24' MAX 2X4 F.L. LLMOER GRADES MAX. LENGTH WITIIGUT GRACING 00, MAX. LENGIH Y/ STRONG13ACK BRACE (S) STANDARD 5-11-0 II -10-0 STUB' 6-7-0 13-2-0 13 6-7-0 13-2-0 12 7-9-0 15-6-0 AI 7-9-0 15-6-0 11 6 BETTER, 7-9-0 15-6-0 SS 7-9-0 15-6-0 O O O O O O � T ���--��7------... ALKNE 1')_L���-V, TRUSSCONEACNLCIORf O O O O •-WARNING-- TRUSSES REQUIRE LLIREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING), PUBLISH(0 BY IPI (IRUSS PLATE INSIIIUII. SB7 D'ONOF 10 DR.. SUITE T00, MADISON, Y1 $3119), FOR SAFETY PRACTICES PR 109 10 PERFORMING 1HESE FUNCTIONS. UNLESS OTHERWISE INDICATED, IOP CHORD -SHALL HAVE PROPERLY AIIACIIED SIRUCTUAAL PANELS. BOTTOM CH0RD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN 10 IH( INSTALLATION CONTRACTOR. ALPINE LNGIN(LR PROOUCIS. INC. SNALI NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 0 0UIIO INE INUSSIS IN CONFORMANCE WITH 111: ON FABRICATING. NANDIING, SHIPPING, IMSIAIIAIION BN ACING OF TRUSSES. IHIS DESIGN CONFORMS Y1IH APPLICABLE 1ROYISIONS OF NOS (NAIIONAI DESIGN S►(C IF ICA IION ►UBII SH(0 BT INE AMEN IC AN FGRIST AND PAPER ASSOCIAIIOM) AND IPI. ALP IN( ANL MAO[Of PGOA ASTM A6{S GN>! OALV. SiLLI. (NC[►1 AS NOILPOSIID. APPLY CONNECTORS IO OKAY I NOSE ILO. OF 11{0 SAN091{DNA-1. OANE[NG IN[(N'I SEAL ONTHIS OR AW IMG APPLIESONLY0 NE109111E L DESIGN Of INC TRUSS DEP IL IED N[RI AND SNALI N01 OL 0.ELIl0 UPON IN AMT 0111[0. WAY. OQ N -O tvQ� QW `� ~ y� yc (� Z � N0. ` �r9 C1111`• \Q %F OF C wi 0� TC TC BC BC T 0 T. LL DL DL LL LD . 30-0 15.0 0.0 50.0 PSF P S F P S F P S F P S F REF R 9 9 2 DATE 03/19/98 pHTy CDT 12 , 5 E Q N - 25450 O UR . FAC . 1.1 5 FROM P B C SPACING (L-EW10829-LEWIS JIM / GALAGHER•LEWIS - 81 SCISS THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x6 DF -L SS :172 2x6 OF -L #1: :T3 2x6 DF -L #2: CALCULATED HORIZONTAL DEFLECTION IS 0.36" DUE TO LIVE LOAD AND 0.17" o i0T CHORD M 2x6 DF -L SS DUE TO DEAD LOAD. WEBS 2x4 DF -L Standard :W6 2x4 DF -L #1: y IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC :'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. @ 24.00" OC, BC @ 72.00" OC. (ADDITIONAL LOADING PER TRUSS MANUFACTURER ' DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL 142 .5X4 � W2.5X4 LOAD. rn---------------------------------------- C71-1 C7, C 75 LB Conc. Load at 5.00, 15.00, 25.00, 29.00 10 PSF BC LIVE LOAD PER UBC, o 'HIS TRUSS DESIGNED FOR SPRINKLER LOADS WITH DEAD WEIGHT APPLIED TO MEMBER(S) WHERE INDICATED. AT EACH LOCATION OF SPRINKLER SUPPORT, LOAD HAS BEEN INCREASED FOR AN ADDITIONAL 2504V AS REQUIRED BY UBC -97, TABLE 16-B CATEGORY 13. 148X8 (R) III � \ W4X4 T3 W3X6 142 .5X4 � W2.5X4 444X6 T2 196 W4X6 H t' W1 5X4 a 5 5 141.5X4 a W10X10 O i-2 -� 2.5 144X4 = W4X4� ca 2.5 0-8-2 'z W 2 . 5 X 4 W2.5X4 _ 10-0-0 w W7X8(B5R) W7X8(85R) z w . w 21-2-0-0, - 0-0,2� 0-0 ¢ 17-0-0 �lE 17-0-0 34-0-0 Over 2 Supports R=2850 W=5.5" oD-, R=2877 W=5.5" 0 PLT TVP. Nave TPI -95 R Design Criteria: TPI STD '19.5a CA 1 - F Scale Longfellow Lumber 0 89 Loren Avenue, Chico CA 95928 C� --WARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO MID -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 O'ONOFRIO OR., SUITE 200• MADISON, NI 53719). FOR [ c oiEs� l 0 TC LL 49.5 PSF REF R421--15344 CV SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� W. /l,- fit` TC DL 10.0 PSF DATE 08/30/01 OM - '•IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SII ALL 1101 BE RES POUSIBLE FOR ANY DEVIATION FROM TH15 DESIGN: ANY FAILURE TO BUILD TILE TRUS5E5 IN CONFORMANCE .O r BC DL 7.0 PSF DRIB CAUSR421 012420]5 A L P I N E W1 TH TP 1; OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OESIGM CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 5 r " BC LL 0.0 P S F CA -ENG L V T/ C 61C -`= SP EC IFOM PURI [SHED BY TILE AHER]CAN FOREST AND PAPER ASSOCIATI011) AND TPI. ALPINE AGA Alpine Engineered Froducls,Inc. C011NE[TORS ARE MADE OF ASTM A6S3 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DR AW IMGS 160 A,T. THE SE AI ON THIS DRAWING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESP 1"..SIIITY SOI ELY fOR THE TRUCOMPDHENi DESIGN SIIONII. TME SUITABILITY * * s TOT -LD. 6.6 . 5 PSF S E Q N - 34305 D U R 1 1 5 FROM K D Sacramento, CA 95828 ANO USE OF TIIIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIOILITY OF THE 'U.LOIIIG DESIGUER, PER I� .FAC . . ANSI/TPI 1-1995 SECTION Z. K 4AW S PACING 2 4 . D ' August 14, 2001 Jean Gallagher 1309 Orchard Way Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 056-360-03 Building Permit Number: 01-1723 This office reviewed building plans for the p examiner's comments are list in PART - I in PART -I by completing al return' the Indicate which detail, specifi6 'on, or c cul response information is inch.ideon the re p expedite the re -check and a�ipr val of this PART — I Provide additional informat'on an /or follows: it app ion//referenced above. The plan ;1 w. ease 6spond in writing to each comment 1 ed PL REVIEW RESPONSE FORM. ion s ow the requested information. Additional se fo Your complete and clear response will ons to plans, specifications and calculations as 19 Vl�-U 11\V li l Vi\L"ll..i ii lJ1VV1L'ilV 1 J. 1. Photography studio/darl oom is onsidered residential use and as such must be provided with light a d vein, per t Uniform Building Code. There is no exception in the code to allow this a a to be b ilt ithout the required exterior light, which is an exterior window, and ventilation, ich is penable window '/2 half the area of the required window size. Provide a minimum 6 s re feet of window area, 'h openable for this room. 2. Room labeled "G-hous " 's Iso considered residential space. This area must be included in the energy calculations 3. The room/en ed as orage on the back of the garage must either be part of the garage with the wall n op ned up a minimum of 8 feet or it will be considered residential area and as such ibe eated and must be provided with light and ventilation per the Uniform Building. 4. Provide ion detail of both the front and rear decks which shows all framing member sizes andation supports. 5. Access trfloor area may not be made through the garage. Provide an alternative location under floor access hole. 6. Trusses arage have not been designed for additional loading for the roof beam. Provide ering to support additional point loading to the top of this truss. 7. Foundatin is to show location of bolts required for the holddowns. 1 of 3 8. Foundation details are to note the height of all stemwalls, not just a typical detail. Maximum height of all stemwalls are to be noted on the plans and vertical steel is to be provided for all stemwalls over 32 inches and engineering is required for all stemwalls over 4 feet. 9. All retaining stemwalls are to be engineered and footings are to be shown the required depth below undistrubed soil. 10. A 14 inch BCI cannot be supported on"a 2x10 ledger. 11. BCI joists for roof must be designed for sprinkler loads. 12. Energy Calcs: 1. Front of house faces Northwest, not South. 2. Include room at rear of house in the calculations. 3. Include window area in hobby room. 4. Blown in wet cellulose cannot be used in roof rafters -you must provide. ventilation and with room for ventilation you cannot provide an R-49 for the roof -ceiling assembly. Total R -value must be justified by separate calculations for the specific assembly. Supply supporting documentation. 5. Supply documentation for the floor total R -value of 27.03. 6. Include full lite front door in the energy calcs. If rear door has glass then this door is also to be included. Provide two full sets of energy calculations upon resubmittal. Each set is to include CR -1R forms, CF -2R forms and a set of mandatory measures documented by the energy designer. 13. Fire sprinkler permit and house permit will be issued concurrently. Make application for sprinkler permit and submit three sets of plans and calculations which have been prepared by a licensed C-16 contractor. (Sprinklers are not required in the garage though trusses have been designed to support sprinklers). STRUCTURAL COMMENTS: L' Provide adequate details for gravity analysis. Clarify all beam supports and connections. 2. Provide gable end shear wall transfer detail. PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Provide energy design compliance and supporting documentation. 2. Balance of Building Permit fees to be determined at recheck of plans. 3. Impact fees: 3.1. Complete and return the Butte County School Impact fee certification form. 3.2. Water tender fees in the amount of $200.00 are required prior to the issuance of this building permit. If you wish to discuss any non-structural requirements in PART - I, you may contact the Plans Examiner at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, 2 of 3 RE300MSE fOkPLAN CHECK EQTTER 0AT40i PLAN CWCK MW / R$3PON3e or. tpCATION ON PLANBtCALC3: I6Z. -4S OMNAENTS: PLAN CHECK ITEM N RESPONSE or. LOCATION ON PLANSICALM. COMMENTS: PLAN CNECK MU♦ RESPONSE 1Y: LOCATION ON PLI�NSICAICS: . 3 � L coMb1ENT8: PLAN CHECK'n M RESPONSE W. LOCATION`ON P1IUNSICALCS: COMMENTS: PLAN CHECK ITEM S RESPONSE DY: LOCATION ON PMNSICALCS: COMMENTS: PLAN CHECK "am s RIESPONSE W. LOCATIONU. PIANSICALCB: COMMENTS: PLAN CHECK R= N REVONSE 41f: LOCATION ON PLANSICALC3: Ot�AMENTS: IUCD pc,R� .-......,,,....,,,..,.w.. 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Nal%QK�l +.•.nM,onrc,e-rn.rs..r,s..ew,..4,.re..m.3.�.w..�....h.,..r.++�.s,..,art.=...w...».aw....w.,....�.....e.n..s.+...,.++.y..r.� '+~M•Y`�++Mu +• oM+.r f7si +c.,l+: aa+of �Car+��rwu aww.rr�rw4'�R:W+.a'Tmwu�sw+:w.rlr�r •. s��..c: ran ,SND WI* RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Z00 1 —003 1 1 0 1 Recorded Official Records CoBUT f CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 03:19PM 17 -Jul -2001 REC FEE 13.00 CONFORM., .00 Vickie Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, Plowing, Spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date Iu LI 1 71 Z PROPERTY OWNERS: (: "'74 7,_ Q_J State of California ) County of 4 ) On �— %— ®/ before me, t"'t Iq /'Cpc personally appeared Prj ,4 �¢ ,� personally (mown to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seaL AAAAAAAAAAAAAA Sig tore Seal: ........ 4 ... LUCY A. PERSHALL Q , COMM. #1259473 6 / NOTARY PUBLIC CALIFORNIA,Q �oJ? , . A.P. #_�� -a�Ycor�a+.�cPiaESNApt azooa '� ORDER NO. BU -180304 LP DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 18, 1995, IN BOOK 139 OF MAPS, AT PAGES) 26, .27 AND 28. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITIES AS SHOWN ON SAID MAP. AP#: 056-360-031-000 PARCEL II• A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITIES AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 18, 1995, IN BOOK 139 OF MAPS, AT PAGE(S) 26, 27 AND 28. PARCELIII• A WATERLINE EASEMENT AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 18, 1995, IN BOOK 139 OF MAPS, AT PAGE(S) 26, 27 AND 28. PARCEL IV• AN EASEMENT FOR WATER WELL PURPOSES OVER A STRIP OF LAND 20.00 FEET IN WIDTH, LYING SOUTHERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHEAST CORNER OF PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 79 OF MAPS, AT PAGE(S) 28 AND 29; THENCE FOLLOWING ALONG THE NORTHERLY BOUNDARY LINE OF SAID PARCEL 2, SOUTH 73 DEG. 11' 02" WEST TO A POINT ON SAID LINE LOCATED 25 FEET NORTHEASTERLY OF THE CENTERLINE OF A SMALL CREEK, AS SHOWN ON SAID PARCEL MAP, SAID POINT BEING THE TRUE POINT OF BEGINNING FOR THE WATER WELL EASEMENT HEREIN DESCRIBED; THE FROM SAID TRUE. POINT OF BEGINNING, CONTINUING SOUTH 73 DEG: 11' 02" WEST ALONG SAID NORTHERLY BOUNDARY LINE TO A POINT ON SAID LINE LOCATED 25 FEET SOUTHWESTERLY ALONG SAID LINE FROM THE CENTERLINE OF THE ABOVE MENTIONED CREEK AND THE END OF SAID LINE. CONTINUED i ORDER NO. BU -180304 LP DESCRIPTION - CONTINUED PARCEL V• A NON-EXCLUSIVE EASEMENT FOR WATER LINE PURPOSES OVER A STRIP OF LAND 15.00 FEET IN WIDTH, LYING SOUTHERLY AND WESTERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED PROPERTY: BEGINNING AT THE NORTHWEST CORNER OF PARCEL 2 , AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 79:OF MAPS, AT PAGES) 45 AND 46; THENCE FOLLOWING ALONG THE NORTHERLY BOUNDARY LINE OF SAID PARCEL 2, SOUTH 88 DEG. 25' 21" EAST, FOR 303.57 FEET TO THE NORTHEAST CORNER OF SAID PARCEL 2, SAID POINT BEING ALSO THE NORTHWEST CORNER OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP FOR ROBERT L. CASWELL, RECORDED IN. THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 79 OF MAPS, AT PAGE(S) 28 AND 29; THENCE FOLLOWING ALONG THE BOUNDARY LINE BETWEEN SAID PARCELS 1 AND 2, SOUTH FOR 432.43, FEET; THENCE NORTH 15 FEET; THENCE EAST FOR 83.82 FEET, BEING THE END OF SAID DESCRIBED LINE. PARCEL VI• AN EASEMENT FOR WATER LINE PURPOSES OVER A STRIP OF LAND 15.00 FEET IN WIDTH, LYING SOUTHERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHWEST CORNER OF PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 79 OF MAPS, AT PAGE(S) 28 AND 29; THENCE FOLLOWING ALONG THE NORTHERLY BOUNDARY LINE OF SAID PARCEL 2, NORTH 73 DEG. 11' 02" EAST, TO A POINT LOCATED 25 FEET NORTHEASTERLY OF THE CENTERLINE A SMALL CREEK, AS SHOWN ON SAID PARCEL MAP, SAID POINT BEING THE END OF SAID DESCRIBED LINE. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 CORY. of Document Recorded 17 -Jul -2001 2001-0031101 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: v� Date .�v �M 1-71 Zoo PROPERTY OWNERS: State of California ) County of ) !� On �— �— ®/ before me, lam- 'q I personally appeared PrJ JQ GE -A- LL A <g-111 4r _ personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and thai by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the persons) acted, executed the instrument. WITNESS my hand and official seal Sig tore Seal: :.....: LUCY A. PERSHALL O �, COMM. #1259473 %B NOTARY PUBLIC CALIFORNIA Q / V o BUTTE COUNTY A.P. # (O / MY COMM. EXPIRES Apt 3, 2004 1 ORDER NO. BU -18030.4 LP DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 18, 1995, IN BOOK 139 OF 'MAPS, AT PAGES) 26-,.27 AND 28. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITIES AS SHOWN ON SAID MAP. AP#: 056-360-031-000 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITIES AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 18, 1995, IN BOOK 139 OF MAPS, AT PAGE(S) 26, 27 AND 28. PARCEL'III• A WATERLINE EASEMENT AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 18, 1995, IN BOOK 139 OF MAPS, AT PAGE(S) 26, 27 AND 28. PARCEL IV• AN EASEMENT FOR WATER WELL PURPOSES OVER.A STRIP OF LAND 20.00 FEET IN WIDTH, LYING SOUTHERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHEAST CORNER OF PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 79 OF MAPS, AT PAGE(S) 28 AND 29; THENCE FOLLOWING ALONG THE NORTHERLY BOUNDARY LINE OF SAID PARCEL 2, SOUTH 73 DEG. 11' 02" WEST TO A POINT ON SAID LINE LOCATED 25 FEET NORTHEASTERLY OF THE CENTERLINE OF A SMALL CREEK, AS SHOWN ON SAID PARCEL MAP, SAID POINT BEING THE TRUE POINT OF BEGINNING FOR THE WATER WELL EASEMENT HEREIN DESCRIBED; THENCE FROM SAID TRUE. POINT OF BEGINNING, CONTINUING SOUTH 73 DEG: 11' 02" WEST ALONG SAID NORTHERLY BOUNDARY LINE TO A POINT ON SAID LINE LOCATED 25 FEET SOUTHWESTERLY ALONG SAID LINE FROM THE CENTERLINE OF THE ABOVE MENTIONED CREEK AND THE END OF SAID LINE. CONTINUED ORDER NO. BU -180304 LP DESCRIPTION - CONTINUED PARCEL V: A NON-EXCLUSIVE EASEMENT FOR WATER LINE PURPOSES OVER A STRIP OF LAND 15.00 FEET IN WIDTH, LYING SOUTHERLY AND WESTERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED PROPERTY: BEGINNING AT THE NORTHWEST CORNER OF PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 79.OF MAPS, AT PAGE(S) 45 AND 46; THENCE FOLLOWING ALONG THE NORTHERLY BOUNDARY LINE OF SAID PARCEL 2, SOUTH 88 DEG. 25' 21" EAST, FOR 303.57 FEET TO THE NORTHEAST CORNER OF SAID PARCEL 2, SAID POINT BEING ALSO THE NORTHWEST CORNER OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP FOR ROBERT L. CASWELL, RECORDED IN. THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 79 OF MAPS, AT PAGES) 28 AND 29; THENCE FOLLOWING ALONG THE BOUNDARY LINE BETWEEN SAID PARCELS 1 AND 2, SOUTH FOR 432.43 FEET; THENCE NORTH 15 FEET; THENCE EAST FOR 83.82 FEET, BEING THE END OF SAID DESCRIBED LINE. PARCEL VI• AN EASEMENT FOR WATER LINE PURPOSES OVER A STRIP OF LAND 15.00 FEET IN WIDTH, LYING SOUTHERLY OF AND. ADJACENT TO THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHWEST CORNER OF PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 79 OF MAPS, AT PAGE (S)'28 AND 29; THENCE FOLLOWING ALONG THE NORTHERLY BOUNDARY LINE OF SAID PARCEL 2, NORTH 73 DEG. 11' 02" EAST, TO A POINT LOCATED 25 FEET NORTHEASTERLY OF THE CENTERLINE A SMALL CREEK, AS SHOWN ON SAID PARCEL MAP, SAID POINT BEING THE END OF SAID DESCRIBED LINE. • SITE PLAN REVIEW APPLICATION >~ r Date: i —) g— i AP# O S 6— -_t60 0 3 Permit Number (if applicable) 0 1 — 172'3 APPLICANT INFORMATION Parcel Size: 2 a �- Owners Name: Owners Address:13d� OrZ.Ci-tAfZ.17 tn�A~� G1 1, GQ CA 55518 Telephone No.: Situs Address: Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ . Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other J§ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel IN Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) J1 Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval 0 Site Plan Stamped Approved By4Q Date 7 -) ' 0 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY . Parcel Is In: ,°d 10 Snow Load Area:.?Tp3P -P1' ❑ Land Conservation 9ct Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: 012-Zq- CI Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: m — Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets. & Highways Fire Prevention Subdivision Map Front Side 3� Side Street Rear 3C Height Waterway ` N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 t i f Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ® School* ❑ Parks/Recreation '❑ Roads ❑ . Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ® Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. Afina the building permit. l determination will be made at the time of Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ' ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ElComplywith Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 IM Subdivision Map/Parcel Map: Map Date of Recording: Lot: ICL- I a - l S ❑ Use Permit/Minor Use Permit Permit Number: Book: I esct Date of Approval: In Comply with the following Conditions of Approval: fi'? V, , Page: 2 LO /2-S It Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 43D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter; 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 0 x 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 -r it •r9 y^�a REFUND CLAIM APPLICATION L MANT'S-NAME MAILING ADDRESS 1 'eL ��-�`� � W ^-k C^ 95-5,--g ASSESSOR PARCEL #: �S �o ' 36 V — D ,3 2 RECEIPT NUMBER(S) 3cpLi 9 3 Request a refund of fees paid on the above receipt number(s) for the following reasons: Please refund any applicable fees in the following categories: (Check those. categories which you wish to have refunded.) (✓j Building Permit Fees ( ) Sheriff Fees ( ) SRA Fees (CDF Fire Planning) ( ) Urban Area Fees Disposition of Plans: ( ). Plans returned to me at counter ( ) Please mail plans to me at above address. ( ) Please dispose of plans. SIGNATURE (f- -'e" . -, PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. rI FOR BUILDING DIVISION USE: Receipt Information: q Number: (3 Date: Issued To: Amount: Fees Retained: Processing Fee: Bldg Filing Fee: Plbg Filing Fee: Elea Filing Fee: Mech Filing Fee: Energy P/C Fee: Plan Check Fee: Inspection Fee: SRA Fee: i Total Amount Retained TOTAL REFUND DUE "t -�f COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT:��c ✓�✓✓J �o /K-�� Gam/ C (Z - ADDRESS:_ 2 LW 4-2y c.) CITY & STATE: �C04 DATE OF CLAIM: in IMPORTANT.- SEE INSTRUCTIONS SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES ON REVERSE SIDE )ATE I DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOIRDELAY) I AMOUNT WA� im. V4=2__ ■ _ ►WM E I �fflt - � -he undersigned, declare under penalty of perjury that the services or articles claimed J correct as stated. 7� v— ,ted=this o�L day ,.Calif._ TOTAL I or delivered, and that this claim is true Y r— Signature of the undersigned, hereby certify that, to the best of my knowledge, the services or ardcTes specified above have been performed or de8vered and at there is a Budget Appropriation ( ) or Specific Board Approval ( I (Check one) for the same. ited this day of 19_, at . Calif. Department Head or Authorized Deputy ipt. Code Exp. Code PAYABLE FROM FUND apt. Code Exp. Code PAYABLE FROM FU apt Code Exp. Code PAYABLE FROM DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. I PROD. I SUB. OBJ. I CLAIM NO. I INV. NO. I INV. DATE I ENCUMB. I GROSS AMT. INSTRUCTIONS TO CLAIMANTS All claims against the county must be itemized, giving dates and character of service rendered or work . performed, quantities,description, and emit prices of articles furnished or delivered. Claims must be certified by the claimant and submitted to the Department head for approval. Upon approval the Department head will forward claim to County Auditor for payment procedure. Do not file with the County Auditor first. Claims should be presented to officials for approval immediately upon completion of services requested or material ordered. Compliance with above will expedite payment of claim, failure to do so may delay payment considerably. ° 5-496 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION • 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7 41 (Rev. 12/96) " APPLICATION AND PERMIT `` AsseasoR►ANLc ^ BUILDING P OWNER E T TI1O440NC r" 1�S r OWNER'S NACKO ADOREss 7t,oy UA CONTRACTOR's WMIE CONTRACTOR'S MACHO ADDMO CONSTRUCTION LENDER LENDER'S MNLNO ADDRESS ARCHITECT OR ENOINEER ARCIRTECT OR Oi01NEER'S MAUNG ADDRESS SUC) O AOORESS n LOT NO. I Suemsm" Nue I? I-- 13 01 - Q— IPA USEOFSTRUCTURE S Duplex ❑ Mobllshome ❑ Other TYPE OF WORK Never Addition ❑ Remodel ❑ UtlWes ❑ Installation ❑ BDescribe Work: *PERMIT FEE PAID SRA -- SH FF AA6VNT RECEIVED MIT NO. - Total Valua n E Ficin Fee Permit ee Pla heckin Fee Plan Checking Fee S E S 20.00 LICENSE NO. ELECTRICAL PERMIT FWergy 5 9>; PERMIT FEE t 23.00 46.00 ►ARCEL MAP 1 . OL -A PLUMBING PERMIT Fling Fee 20.00 .3.5dF'r; Each Tr 7.00 U Solar or heat um water heater 23.00 Water piping POWER APPARATUS A SINGLE ovnu caL 15.00 /i•d0 I Each gas water heater or vent 200 1.00 SAL .!0 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 /S•Od Mobile Home I S I G W Q20.00 - PERMIT FEE S ELECTRICAL PERMIT Flin Fee 20.00 - Main Service 200A OR {ESS ooA OR tEsa Main Service 200A TO 1000A 23.00 46.00 �V NEW CONST. ( DWELLING oCCUP. OR ADONs. A AOC. BLDS. NEW CONST. .3.5dF'r; U •� NO*RESID. MULTI.OUT Ei Q7.50 POWER APPARATUS A SINGLE ovnu caL I Ex. Occup. OUTLET OR FDnUREa 200 1.00 SAL .!0 I I1D Ex. Occup.OUTLETS (RES�FIXED � 5.00 1 Temporary Service 23.00 _ i Mobile Home Facilities 20.00 — Misc. Wiring 23.00 _ *RECEIPT NUMBER � 3 �� * TO BE PVT INTO COMPUTER PERMIT FEE I t MECHANICAL PERMIT I Flina Fee I 20.00 6.50 Mobile Home Installation Fee S Energy Inspection Fee CONST. wl. TYPE � O AL FEE k3 /I.� vN 0r 1;1"9A110=11,ail 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 PERMIT EXPIRES ON 1?J r,A �.,.�F;�r�av'4.1k � �., , �•3 � �e f�J�s'�*^��"'jir7r"^'����y;.+�m'f�i+"'f'•`r'.��N►xG�ll'i1+il•a+:r� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVELLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 061elt�ASSESSOR PARCEL d -5-6 3 60 - 0-3/ Proposed Building Use: Wet --j SP7 Building Inspectoi: Dale 7 – /o:. " U/ At time of permit application, I was advised the following data must be submitted prior to permit prooessin` and/or bsus�aa: Date Received By All items have been submitted .--------------------------------------------------------------- – --- »� Plot plans, 3/4 sets, signed by the preparer of plans. --------------------------------------- ,Complete plans, 3/4 sets, signed by the preparer of plans. ------------------------------»-- -»» –0 - U 1 Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ------» �AbEngineered truss details and layout in duplicate (required prior to plan review) No faxes! -nergy Design Compliance and supporting documentation. ------------ -------------------- ------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------- — 118. Hazardous Material Form. ---------------------------------------------------------------------------------------- Manufactured Home ata and installation instructions including Tie Down Specifications.------------------ 0. Fees of $ ---------------------------------------------------------------------»------------- 1. Impact fees as shown on the attached schedule. -------------------------------------------- .--- P2. California Department of Forestry plan approval/fees. ----- 1113 -- ❑13 . Flood elevation certificate. ------------ - ---------------------------------------------------------------------- - Sanitation and plot plan approval 1 CV Health Department. ------------------------------------------- U 1115. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 166.. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- d 7. B alining approval for (A) Use: 0 {Z (B) Parking: -------------------------- -7_j 9 •..a I/ _ 8. Contact Land Development about ❑ Improvements, ❑ Draina,egal Parcel. ------------------- »-- 9. Encroachment Permit for driveway (construction approval prior to occupancy). ----------------------- »--- ❑ 20. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 1122. Workers' Compensation carrier and policy number.----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. ------------------------------------- ❑ 4. Letter of signature authorization. --------------------- -------------------------------------------------»-»----- t 5. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.---------------------------------------------------------- –_------ »------ (Date) ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, 0 M.H. Title, ❑ Check to HH..C.D $ . --------------- )3o - Other: –::?-1 rP_ JI Lr r QIL,6 h ------ - When you issue et rocess/as follows ❑ Mail to owner, �sil to contractor. Telephone �/ and hold for pickup atZ office. O liver with inspector. 0 l6bAppicau � C-10 Date: 7./7_L.// / z- �! Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: 0 Plan Check List items regwred. G��ntracr,esignerownerwas advised of the above required data b hone, ❑ mail, ❑ Building Division counter, by . ate: -a ,esigner, owner, was advised of the above required data by ❑ p one, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was of the data13phone, 13 mail, 13 Building Division counter, by Date: Plans reviewed by: Ci Date: ' (J l Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. 1 (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION ANDPERMIT' PERMIT NO. ASSESSOR PARCEL NUMBER 056-360-031 ZONING TM 1 BUILDING PERMIT GAT N TELEPHONE R94-3371 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING AD RESS 1309 ORCHARD WY CHIM, CA 95998 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS CONTENTMENT TN- FOREST RANCH, CA 95949 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF IN Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New I1 Addition O Remodel O Utilities O Installation O Other ❑ Describe Work: NEW SF Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service PGOA OR LESS 23.00 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. f I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: [31 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 those provisions. 0 Date .7-(-y I.z 'p-ce t Sigure of Applicant - A Owner ❑ Contractor 13Agent An FSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TG 46.00 200ALICENSED NEW CONST. DWEWNG OCCUCUP. SO WEE OR ADONS. ( & ACC, BLDS. 3.5QFT: T. N�O�µgESip, MULT.1 CRR UT TITS @7,50 POWER APPARATUS & SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FDTTURES 20 Q 1.O0 SAL 0 .SO Ex. Occup. OLrT�s R61O°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. 1 D FEES IMP I FLOOD I CDF PARCEL PO HD ISSUE 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 PERMIT EXPIRES ON ate Receipt No. 324934/1656 -1 5 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT • ,, - .-ry ..,+.i`Y�`..':'nr`G�.:ul,-"r'�.;y.i..'tir'r�:. "'- .:%,'�T��y `ti�,'�.�' -ti.("��r�r,lrw.34 Zvi'._.r�rr::�i4�."�'��.•sN'+L�.: '�.n-•.-•�-i Y_ �� • , � -,� 1', �. :, T:".n 1�� ,,,vagi 1~'��.1 �- w`' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT, SERVICES - BUILDING DIVISION 'W' �" �`"' 7 County Center Drive • OroVill�;'Cailifornia 95965 •Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION ANDP-ERMIT ASSESSOR PARCEL NUMBER 056-360-031 ZONING BUILDING PERMIT OWNER GAIT AGM TELEPHONE i SQ. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADORESS 9 ORMART) WY CHIM. CA 95998 CONTRACTOR'S NAME TELEPHONE 145-4515 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Ellin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS .. Plan Checking Fee $ BUILDINGADDRESS f 1' Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF 9 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas. water heater or vent 15.00 TYPE OF WORK New �l] .Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SF Gas piping syEtem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home. IS I G1 W1 @20.00 I PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20..00 Main Service ion oA mss 23.00 LICENSED CONTRACTOR'S DECLARATION ' ° I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) .of Division 3 of the Business and Professions Code, and my license is in full force and effect. • 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 folloing reason: I, as owner or the property, or my employees with wages as their sole compensation, will dote°work, and the structure is not intended or offered for sale. jN I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (,c 1 am exempt under Sec. Business and Professions Code for this 'reason Main Service -OA TO tOooA 46.00 NEW CONST. DWELLING OCCUP. OR ADDOONS. ( 3.5Q�. MUALDTCo� NON-RESiD. ET @7.50 POWER APPARATUS 6 SINGLE OUTLET CIR.20 Ex. Occup.OUTLET OR FaTUREs ° ,•„ BAL o .50 FRED APPlN3. OR 5,00.,,,,. ) EX. Occup.oun Ers RESID. E. ':-7 s Temporary Service I k-13.00 N I Mobile Home Facilities 20.00- Misc. Wiring23.00 PERMIT FEE $ 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. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 w rkers' compensation provisions of section 3700 of the Labor Code, I shall fc with omply �thoseions. lC., Date 2-, ?Ace 4 _ X Sig?Lure of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ MAZ. D. FEES IMP FLOOD COF' PARCEL PO HD SSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date (Date) Receipt No. 324934/1656.15 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION c' 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND RERMIT ASSESSOR PARCEL NUMBER 056-360-031 ZONING TM 1 BUILDING PERMIT OWNER G AN TELEPHONE Qty_ 1 SO. FT. OCC. BUILDING VALUATION . OWN^�E/WS MAILING ADD" QS . 09 ITT ! 1 N M S R OsNTTRACTOOR1 NAME C��� AIG WALTERS TELEPHONE 1; CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS `- Plan Checking Fee $ BUILDINGADDRESS MI'lT3V'T'h. 0 RAN04. CA 1Q5<)47 Energy Plan Checking Fee $ _ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF O Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New O Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: M SF Gas piping systeM 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 1@20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service '*OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Llc. No. OWNER -BUILDER DECLARATION 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 Main Service 200A TO IO00ACU 46.00 NEW CONST. DWEWNG OCCUP. OR ADDNS. ( 8 ACC. S. SO 3.50FT. NOµREOSID MULTI.OUTLET 1@7.50 POWER APPARATUS 8 SINGIE OUTLET CIR. Ex. Occup. OUTLET OR FDCTUREs 20 @ I'00 BAL o .50 FIXI Ex. Occup. OUTLETS (12.16.) AP INS J 5.00 Temporary Service r t 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit Is issued. My workers' compensation Insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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. Date-7:-4YY /3 _L1=0 t Signature of Applicant-� Owner ❑Contractor 13 Agent j An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Conlin Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. p. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date Date Receipt No. 324934/1656-tS WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT w per.+ L a COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 056-300-031 ZONING 7M 1 BUILDING PERMIT L OWNER 7 A11ACHR JEAN TELEPHONE N i SO. FT. OCC. BUILDING VALUATION Ii, . OWNERS MAILING ADDRESS hh �1 ' Y R CONTRACTOR'S NAME Mxr, WALIMSW-4515 TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace -, Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS "UNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS MEMMIT LN Energy Plan Checking Fee $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF E] Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New G Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: N& 5F 1 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ - Of ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoos oA mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt ,under Sec. Business and Professions Code for this reason 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 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.) (i1,f 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. - X Date ' <: /7 t Signature of Applicant - ( Owner ❑ Contractor ❑ Agent., An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A To 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. so 3.5¢FT: NO" N.pESID T. MULTI.OUTLET 97.50 OWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES a42LFIX�'.� OR Ex. Occup.OUTLEDTS R61D.) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating \ Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ �0 CONST.TYPE TOTAL FEE $ HAz. D. FEES IMP FLOOD CDF PARCEL PO HD ISSUE This permit is hereby Issued -under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date) Receipt No. 324934/1656.15 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT w XAAA. r h VerticalTechnology Engineering PO Box 282, Chico, CA 95927 Ph. (530) 899-8716 Fax (530) 899-1102 Email MDHPE@cs.com Structural Calculations Client: Jim Lewis Project: Lewis Residence ®/--./72.3 OM courier BUILDING DEPARTM€N ;&PPRGVGD �/Zs7/O Z P g Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. )'i Lr—� VERTECH ENGINEERING PROJECT: 6/15/01 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12' TO 24' AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. 3. FILL AND BACKFILL A) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. B) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 4. CONCRETE A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. B) CONCRETE SHALL CONTAIN MIN. OF 5 SACKS OF CEMENT PER CUBIC YARD WITH SLUMP BETWEEN 3"-5". C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4' THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARIER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB­V9lTH #3 AT 15" E. MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20' WHERE SLAB IS REINFORCED. H) WATERPROOFING OF FOUNDATIONS, RETAINING WALLS, AND SLAB ON GRADE IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 '%" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. J VERTECH ENGINEERING PROJECT: 6/15/01 L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 6. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'M MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 6-A FRAMING/LUMBER A) SHEATHING SHALL CONFORM TO APA, PS 1. SHEAR SHEATHING SHALL BE C -D, C -C, OR 303(T-1-11). ALTERNATE SHEATHING MAY BE SUBSTITUTED FOR FLOORS, ROOFS, OR WALLS PROVIDED THEY ARE STRUCTURALLY EQUIVALENT. B) GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH FB = 2400 PSI AND FV = 190 PSI MINIMUM WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2 C) MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D) SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR OR HEM FIR WITH W DIAMETER ANCHOR BOLTS LOCATED AT 6'-0' O.C. U.N.O. AND 1'4r MAXIMUM FROM END. I� E) ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.RR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. F) STUDS SHALL BE STUD GRADE OR BETTER. G) ALL POSTS SHALL BE DF -L #1 U.N.O. H) 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. I) 2X JOISTS SHALL BE DF -L #2 U.N.O. J) CONCEALED BEAMS SHALL BE DF -L #2, EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER) K) ALL NAILS SHALL BE COMMON. WHERE EXPOSED TO WEATHER, NAILS SHALL BE GALVANIZED. L) BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. M) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 6-13 GENERAL FRAMING A) HEADERS: UNLESS SPECIFICALLY NOTED ON PLANS OR IN CALCULATIONS, HEADERS SHALL BE 6X10 OR 4X12 DF -L (N) #2. WHERE OPENING IS GREATER THAN 5'-0-,(2) TRIMMERS SHALL BE USED. B) SAWN FLOOR JOISTS AND ROOF RAFTERS SHALL BE SIZED PER 1997 UBC TABLES 23 -IV -J AND 23 -IV -R RESPECTIVELY. C) MANUFACTURED "I' JOISTS (SUCH AS TRUSS JOISTS)SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480. USE A MANUFACTURED RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM BOARD AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). D) ROOF SHEATHING SHALL BE CD -X OR OSB APA RATED SHEATHING. THICKNESS SHALL BE PER APA LOAD TABLES BASED UPON ROOF LIVE LOAD AND FRAMING SPACING. APPLY FACE GRAIN (LONG DIMENSION) PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL WITH 8D NAILS AT 6" EDGE AND 12" FIELD U.N.O. EDGE NAILING SHALL APPLY AT ALL PANEL EDGES, OVER BLOCKING, WALLS, AND DRAG MEMBERS. E) FLOOR SHEATHING SHALL BE T&G APA RATED SHEATHING. THICKNESS SHALL BE PER APA LOAD TABLES BASED UPON FLOOR LIVE LOAD AND FRAMING SPACING. GLUE AND NAIL WITH 8D NAILS AT 6' EDGE, 10" FIELD, U.N.O. F) MINIMUM NAILING REQUIREMENTS SHALL BE PER 1997 UBC TABLE 2311-B-1. G) ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. H) WHEN USING "GREEN"OR UN -SEASONED LUMBER, CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. ANY SYSTEM USED TO ALLEVIATE THE EFFECTS OF SHRINKAGE SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO USE. VERTECH ENGINEERING PROJECT: 6/15/01 6-C BEAM FRAMING A) ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16D NAILS AT 6" O.C. U.N.O. B) PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT FOR ALL OTHER EQUIPMENT OR FURNISHINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... SHALL BE PROVIDED BY CONTRACTOR OR OWNER. C) SPLICE ALL BEAMS OVER SUPPORTS OR SAW -CUT TOP 1/3 AT SUPPORT U.N.O. (NOT AT CANTILEVERS) 6-D POSTS/TRIMMERS A) CARRY ALL UPPER LEVEL POSTS INTO LOWER LEVELS AND PROVIDE SOLID BLOCKING UNDER ALL POSTS IN FLOORS. B) STACK ALL BEARING STUDS, TRIMMERS AND POSTS FROM UPPER LEVELS IN LINE FROM ROOF TO FOUNDATION. C) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. D) WHERE (2) OR MORE TRIMMERS ARE SPECIFIED, THOSE TRIMMERS ARE TO BE STACKED IN ALL WALL FRAMING AND SOLID BLOCKED AT THE FLOOR LEVEL CONTINUOUS DOWN TO THE FOUNDATION. 6-E WALL FRAMING A) CONTINUOUS BLOCKING SHALL BE PROVIDED OVER ALL BEARING WALLS, SHEAR WALLS, AND MID -SPAN OF FLOOR JOISTS AND ROOF FRAMING U.N.O. WHERE MANUFACTURED "I" JOISTS ARE SPECIFIED, BLOCKING REQUIREMENTS LISTED HEREIN ARE TO BE CONSIDERED MINIMUMS AND MAY BE INCREASED AS PER MANUFACTURERS RECOMMENDATIONS. B) SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD C) TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16D SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. ADJACENT WALLS AND BEAMS SHALL BE STRAPPED TO TOP PLATE WITH SIMPSON ST22 U.N.O. D) FIRE BLOCK STUD WALLS AT MID -HEIGHT OR MORE AS REQUIRED BY GOOD CONSTRUCTION PRACTICE. E) IN NO INSTANCE SHALL A STUD WALL BE USED TO RETAIN SOIL OR RESIST LATERAL PRESSURE DUE TO SNOW LOADING. IN THE CASE OF SNOW BUILD-UP AGAINST A STUD WALL, THE OWNER SHALL BE RESPONSIBLE TO ELIMINATE SNOW TO STUD WALL CONTACT. F) WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK-BOLT OF SAME DIAMETER WITH 6" EMBEDMENT IN CONCRETE. INSTALL PER MANUFACTURERS RECOMMENDATIONS. G) WHERE A WALL IS LABELED AS A SHEAR WALL, SUCH WALL SHALL BE CONTINUOUSLY SHEAR PANELED AND NAILED AS REQUIRED PER SCHEDULE FROM THE ROOF PLYWOOD TO FOUNDATION SILL PLATE. WHERE A FLOOR OR OTHER ELEMENT DISRUPTS THE CONTINUOUS PANELING, SPECIAL DETAILING IS REQUIRED. WHERE SPECIAL DETAILING IS NOT PROVIDED, CONNECTIONS SHALL BE IN CONFORMANCE TO ACCEPTED PRACTICE FOR SUCH CONNECTIONS. H) WHERE HOLD DOWNS ARE REQUIRED AT FOUNDATION LEVEL OF A MULTI LEVEL WALL, STUDS ANCHORED BY HOLD DOWN SHALL BE STRAPPED WITH SIMPSON MSTC40 TO STUDS ABOVE AT ANY LEVEL SPLIT U.N.O. 1) ALL BLOCKING OVER SHEAR WALLS SHALL BE ATTACHED TO SHEAR WALL WITH SIMPSON A35 CLIPS AT 48" O.C. U.N.O. J) CRIPPLE WALLS SHALL BEA MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). K) NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. L) LET -IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-F CONNECTIONS A) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. D) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. E) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. F) PROVIDE 2X2X3/16" PLATE WASHERS ON ALL FOUNDATION ANCHOR BOLTS. VERTECH ENGINEERING PROJECT: I 6/15/01 7. HARDWARE / STRUCTURAL STEEL A) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C) BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. D) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. E) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. F) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. G) STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. PIPE MEMBERS SHALL CONFORM TO ASTM A501. H) ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY SPECIFICATIONS. ALL WELDING SHALL BE DONE BY WELDERS CERTIFIED BY THE LOCAL AUTHORITY. 1) ALL WELDING ELECTRODES SHALL BE E70XX OR SHIELDED WIRES WITH FY>70KS1 J) PROVIDE 2X2X3/16" PLATE WASHERS ON ALL FOUNDATION ANCHOR BOLTS. 8. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 55 PSF C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B PROJECT LAW l VERTECH ENGINEERING S PAGE ENGINEER A DATE a C) 1 DESIGN OF L-oct8 S R� F ® I - -" SL- C15 S A- DL DL Is ps-�p S eSrn i G fv� as s X-00- - �31► Co �� 2) c 1.05 (� to es jF) + 13 3�� s q 5, IqL� I i 0\ CA )I V2 PROJECT L 1 VERTECH ENGINEERING ENGINEER A DESIGN OF I.-a-�-e-� G 1 0 i 0 PAGE `o DATE (� b 1997 UBC Wind Loads VerTech Engineering Project: Lewis Residence Date: 6/15/2001 Comments: Wind Speed: 75 4' mph Importance Exposure: B • >12:12 ........................................................................................................................................................... 2 One Story or Partially Enclosed Multi-StoryStructure 6.8 Primary Frame Elevation Method A 15 Windward Wall ........................................................................................................ 7. 2......... Leeward Wall 1..... Roof Structure <= 40' High..................................................................1.1.:7 ........................................... Elevation Elevation .Leeward or Flat Roof -10.8................................................................................................................................................... Windward Roof S!2p. .`2:12 ............ -10.8 ......................................................................................................... 20 7.8 -4.8 -11.6 -11.6 2.12 to <9:12 -12.6 2.7 -13.6 2.9 ........................................................... . ....................................................3.6 9:12 to 12:12 ............................................................................................................................................................. ......................... 3.9 .. >12:12 ........................................................................................................................................................... 6.3 6.8 Wind Parallel to Rid9e..............................................................-10:8 -12.5 -11.6 Method B .................................. -16.7 On Vertical Projected Area 1..... -12.6 12.6 Structure <= 40' High..................................................................1.1.:7 ........................................... Roof Elements 12.6 Structure >40' Hi,Qh..................................... ................................... 12.6 13.6 On Horizontal Projected Area ......... -10.8 -11.6 ................................................ Elements and Components not in areas of discontinuity =11.7 Wall Elements -13.5 7:12 to 12:12 ........................................................................................................................................................................................................ 25 ................ ... 8.3... ............. -5.2 ................................... -12.5 .................................... -12.5 ................................... -14.6 3.1 ..........4.2............ ...............7.3............. .................................... -12.5 ................................... All structures .All ................................................................................................................................................................... 10.8 11.6 12.5 Enclosed and Unenc..losed Structures .......................................................................................................................................................................................................... -10.8 -11.6 -12.5 Partially Enclosed ................................................................................................................................................................. -14.3 -15.5 -16.7 Parapet Walls..........................................................................-11.7 1..... -12.6 12.6 -13.5 13.5 Roof Elements ....................................................................................... Enclosed and Unenclosed Structures Slope.<�:.1?............................ ................................................................................................................................................ =11.7 =12.6 -13.5 7:12 to 12:12 ........................................................................................................................................................................................................ -11.7 11.7 -12.6 12.6 -13.5 13.5 Partially Enclosed Slope.2:12................................. ............................................................................................................................................ -15.2 -16.5 -17.7 2:12 to 7:12 ...................................................................................................................................................................................................... -14.3 7.2 -15.5 7.8 -16.7 8.3 >7:12 to 12:12 ........................................................................................................................................................................................................ -15.2 15.2 -16.5 16.5 -17.7 17.7 Elements and Components in areas of discontinuity Wall Corners .......................................................................................................................................................................................................... -13.5 10.8 -14.5 11.6 . -15.6 12.5 Roof Eaves, rakes or ridges without overhangs Slope.<2:�?......................................................................................-20.6 -22.3 -24.0 2:12 to 7:12 ..................1........2.....................................................................................................................................................6............... ............................................................................... -23.3 -25.2 -27.1 >7:12 to 1212 ........................................................................................................................................................................................................ -14.3 -15.5 -16.7 <2:12 at overhangs, canopies Slo a...P. ............................................................................................................................................................................................ -25.1 -27.1 -29.2 LioL 1997 UBC Static Seismic Forces VerTech Engineering Project: Lewis Residence Comments: Date: 8/29/2001 Units: Kips & Feet (UNO) Zone = 3 0 EQ: Soil type = sd ' Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 13 HEIGHT TO ROOF) Ct = F=.020 FOR ALL OTHERS P = 1 Reliability Redundancy Factor = 2-20/(r*sgrt(Ab)) TA = Ct(hn)"" r- max element/story shear ratio Max TB = 1.4`TA 1 <p<1.5 <1.25 for SMRF =1 Zone 0,1,2 VEQ = (Cv'I'W)/(R'T) Ab= ground floor area of structure Ft = 0.07 *V (If T<.7, Ft=O) METH A NIETH IS T = 0.137 0.137 Cvl/RT = 0.7170 0.7167 VEQ = 80.3 80 MIN V MAX V EQ: 11 *Ca -I 2.7Ca'I/R VIM 0.0396 0.1636 V: Ft = 0.00 MIN V MAX V USE 11 *Ca -I 2.7Ca'I/R 18.3 0.0396 0.1636 4.4 18.3 1 I I L 1 11400 1 PROJECT L �,v�/ i 5 , VERTECH ENGINEERING PAGE aI ENGINEER A -T DATE C DESIGN OF L oAcx a I offiRmll A -- 19' - 111 ) ( 12, (os-� ) t.-= P 2Co�3 ►� P P P , (-, ) (I a,3Q2 1,�1 L2 L -1-2i — H H E5 (,n f :1 � • E 1 Y 4 PROJECT 1~a�'1�1 ! S VERTECH ENGINEERING PAGE I O ENGINEER AT DATE DESIGN OF LCA A -''c:. ,c cx 1 6(00 . 2 Ll0 235(o 2C _ � x _ l —01 L LL -y 3 01 ) .23 W M _ (► -� y g 1 1 -2-3- 11- 0 Z) 1�o c) V-� G i � 5 e) 100 'M6J rG;1 4-c>p 0 G._A-e, apt; c.: c, Project: Engineer: Desi n of : VerTech Engineering L.t° �� j s Page: 1 /\ Date: Shear Walls Framing Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment /8" D' Sill A35 Clip Load Length Length Length Load/ft Edge Nail Sill PlateB. S ac Nailing Spacing Wall i� fm \ m Im an size in M A ........................6536 • ..........25!.� 1 25 25 261,E ��m 2X 3 7.1 1.72 ................................ ..........6536...�............31,..�•5.'�. 10 31.5 5...................31.:5...................207......................6....'.................. X.....................:. 0................8:9.............. ?.:.1..7....... .........................41.45....`....................5�..................15.........................15......................276......................4.... °............... 2X.....................:.....................6. �...............1..63....... el ............?..........................621.x.................23:5............23.:5...................23.:5...................265......................4.. °................�X................ 44................7:6................:6....... ................3.........................2710`..................9.�...................9............................9......................._301..... -- 4 2X 3.93 6.1 1.49 VerTech Engineering 1 Project: L c.\N i S Page: 1 Engineer: _T Date: Design of : Shear Walls Stability Overturning Overall Gravity Length Load Wall (MI( b/ft) OT OT Righting Net Segment Segment OT Righting Net Height Moment Moment M/D Length Height MMT MMT M/D (ft) (ft -Ib) (ft -Ib) (lb) (ft) (ft) (ft -1h) (ff-Ih) (Ihl Zev is ew S ZZs ^-TrAcCt+,ew T7. 12 s PROJECT L�V�J �s ENGINEER A DESIGN OF G f -o\/ I VERTECH ENGINEERING C�)Gro q -c) H c o 6 -ems' L. V co M = H 5G q -F-4 - I6 V = 115O 1b Izz = 17 )o(.0 wIb v = (.0 Z -+0.5 x c s'% X q`iz" wL U (") \DO l GV2-4.,b L U- -- i O" 12 PAG E --.� r DATE bJ of 7-r 1' b = Or Y) (h- r- P-6 Beam Sizer -Design Program VerTech Engineering Project: Lewis Residence Location: Garage Header Slope of roof Dead Load 4 :12 Live Load Width 3.5 in TULL Defl. Criteria (U) Length of Beam 55 psf Width tributary to beam: Unbraced Length Fb' CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CI- 0.87 Fbe= 3525 RB= 15.4 Total Uniform Load Mmax 139 in^4 Vmax Controlling Design EI Req'd Date: 8/29/2001 1.00 le= 29.4 Fb"= 2990 144 plf 4599 ft -Ib 1150 Ib ❑ Shear at d from face? 304 '10^6 #-in^2 ❑ Valley Beam 4 :12 Select Beam Width 3.5 in 16 psf ❑ Round Member 55 psf [microlarn � ❑� Horiz. Member 240 360 Fb' 2614 psi 16 ft Fv' 285 psi 2 f 16 ft Height Required 8.2 in 1.00 A Req'd 6 in^2 1.00 S Req'd 21 in^3 1.00 1 Req'd 139 in^4 1.15 Controlling Design LL Deflection 1.00 le= 29.4 Fb"= 2990 144 plf 4599 ft -Ib 1150 Ib ❑ Shear at d from face? 304 '10^6 #-in^2 Timber Column Design Values Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 Fc E d KCE C 1000 1600000 5.5 0.3 0.8 Stabilitv Reduction le (ft) Cp Fc' (psi) 5 0.94 943 6 0.91 912 7 0.87 872 8 0.82 821 9 0.76 761 10 0.69 694 11 0.63 625 12 0.56 559 13 0.50 498 14 0.44 444 15 0.40 396 16 0.35 355 17 0.32 319 18 0.29 288 19 0.26 261 20 0.24 237 21 0.22 217 22 0.20 199 23 0.18 182 24 0.17 168 25 0.16 156 26 0.14 144 27 0.13 134 28 0.13 125 29 0.12 117 30 0.11 109 Column Caaacity (lbs 6X6 6X8 6X10 6X12 28511 38879 49247 59614 27586 37618 47649 57681 26373 35963 45553 55143 24841 33874 42908 51941 23015 31384 39753 48122 20989 28621 36253 43886 18906 25781 32656 39531 16902 23048 29194 35340 15061 20538 26015 31492 13421 18302 23183 28063 11984 16342 20700 25057 10734 14637 18541 22444 9650 13159 16669 20178 8710 11877 15044 18212 7892 10762 13632 16502 7179 9789 12400 15010 6554 8937 11321 13704 6005 8188 10372 12555 5520 7527 9534 11541 5090 6940 8791 10642 4707 6418 8130 9842 4365 5952 7539 9127 4058 5534 7010 8486 3782 5158 6533 7909 3533 4818 6103 7388 3308 4511 5714 6917 15 Project: L�-- w S Engineer: P\'T Design of: Roof Fram Roof Loads DL= 16 psf LL= 55 psf VerTech Engineering Page: �D Date: Roof plywood: /4-/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. Trusses: Spacing = 24" o.c. Loads: T.C. Live Load = 55 psf T.C. Dead Load = 7 psf B.C. Dead Load = 9 psf Total Load = 71 psf Typical Headers no) se 6X10 DF#1, use (2) trimmers min. at all openings larger than 4' Project: Lc\, j is Engineer: A -3 - Design of: Foundations VerTech Engineering Page: Date: � Ol Soil Bearing: 1000 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (2) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. Continuous footings: (fc' = 2500 psi) Width Thickness Ca I Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Cap. Connnector Label Size Thickness Ea Way Kips Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (2) #4 4 PB F2.5 2'-6" Sq. 12 (3) #4 6.25 PB F3 T-0" Sq. 12 (4) #4 9 CB F3.5 T-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 5'-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 6'-6" Sq. 18 (9) #5 42.25 CB C-ri h LAS Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. VerTech Engineering Project: Lt,1 s . Page: 2� Engineer: AM Date: 2 Design of: Shear 1Walis Stability Overturning Overall Resistive Gravity OT OT Riahtin9 Net Segment Seamen t OT Righting Net Lenoth LenMb Load Hei A Moment Moment MID Length Height MMT MMT MID Wall MI Uft Ibt t M (R lb) (ft lb) Lbl Lft) Lft) (ft b) {ft_M bb A25 25 300 10 38904.76 .............. 93750 ------------ ----- -1819 ------- 17 ----------- 10 ------------- --------- 26455 43350 -739 . 1 14 14 200 10 28307.32 19600 762 6.5 10 13143 ............. 4225 1437 tja115 A, l VerTech Engineering Project: u& 9 S Engineer: _ AT Design of ; Shear Walls Framing Panel Shear Walls Page; 1 1 b Date: t 4 ..... — wOills P9 ► l , 42 0 o� � 9;r\ 0 c.0 ` C- s Resistive A35 Sill Lateral Wall Attachmenl Attachment Load Len Lenath LenQt Load/ ft Edge Nail Wallus Oft) Ou U" Ib/ft to ------ A ......... 6536-- 42 42 .... - 42.. --------- 156 -----• 6". ......................... .... � ............. -------------- .............................................. ............. f 145--- ----•--•.................................................. ...20:5...........Q.S........20.5..---- -- .............. ................. ................... ............. -•-- 202 ............. 1. ----. 6 ..... ............................ --•--•-•••--•.. ............. ..... — wOills P9 ► l , 42 0 o� � 9;r\ 0 c.0 ` C- s NOTES 1. This additional map sheeFli'lor Informational purposes only and Is not intended to affect record I/tle Interest. 2. Wood slove' and flrep/oce /ns..erts installed In any home within this parcel map sholl.be EPA approved and designed to meet emissions standards of the Federal Clean Air Act as ommended. 3 , , Prior to Issuance of building permits, pay school Impact fees as agreed to In the conditional rezone agreement. 4• Fencing for oreas other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall be at least 16" above the ground and /he upper strand shall be no higher than 48". 5• No vegetation or tree removal except for those directly /n the way of driveways, structures, or as requ/red.to meet fire safe requirements of PRC 4290, and dead and downed vegetation. 6. No shake roofs or exterior shake siding. 7. Alfhomea mus/ be cons/ruclsd within 150' of the main access rood. 8}Clear i►egelatlon ln.oceordonce with PRC 4290 and within /0' "of'oll roadways. _i_'-•+J"..�...._...., _ - - _- - - -. _. ter.,,._ r 9.. Tti building. solbock, from Me side and rear property lines shall be not less than 30 feet.,. 10.,.peve/opment of the parce61411/ be,subjecl to`the payment of Deer Herd Impact fees os'a opfee-by the Board o/. Supervisors .. -ond`Jneffecf at the -1 me "of Duila/ng permit Opplicorllon. /I.� .Automatic:fire suppression sprinkl*r systems shall be installed In all residential structures In accordance with the Noltonal Flre Pro - 1*ctlon Assoclot/on' Standard for the Installation of sprinkler systems In one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pres!ruriied community water system with hydrants that meet Fire Deportment specifications, serves the parcel. 12. Residents of these parcels should try to preserve the old road through these parte/s. 13, The'driveway to serve parcel I shall be located within the SCALE I" = 60' southerly 50% of the parre/ frontage on Contentment Lane. 14. Domestic wells of 800' or more. In depth.:_maybe,required to provide an adequate supply of domestic water tar;c:s/ng/e::,famlly residence. 15. Development of these parcels moy..' require payment of water tender fees. ADDtLONAL INFORMATION SHEET 16. All new structures mus/ m**1�1Ao "Fire BOUNDARY LINE MODIFICATION Safe" regulations of Bull* County and AND Public Resource Code 4290.;. PARCEL MAP /7. PRoPEItry OWNNRs 4RE . FOR XJFSPO^rstBL.E WV& Al i#WrOAMAME of r,♦� � DAVID CULP. PARCEL 3 AND A PORTION OF PARCEL 2 OF 86 P.M. 24 IN `THE S. W. 114 OF SECTION 32, T. 24 N,. R. 3.E., M.D.M. Yt BUTTE COUNTY CALIFORNIA ,:;.,... SIERRA - ""-WEST SURVEYING ........ ....... EAST WHOLE r-------------, - a HOUSE G FAN 8O i i O E. i , i .:HVAC , DUCT a i A � .CHASE t O ri ♦ �G �P G / 1L1 !i t, I � ♦ 7 H A i 7 Environmental Health / N Q � OCT 3 1 !o Q omia p � Chico, Ca! f h-Qo - s - 0 — ,1 e O ..i c � D EWST o z r 1 - a L-25 2 0 0 TYP 3040 3 5 0 34 0 2640 s . mss% , PHD2 W/ 051820 30 PHD2 W/ SSTB20 ----_ _ -_-^ --- ----- ----- ,3 0 CLOSET 50 } f - � I 1 4 LUV STUDIO 1 �� �...BR 3-' 3 o a I i( i PHD2 W/ SSTB20 i E126 i 112• BA 2 ° ! 30 0 I /"0I 1 i ( 30 30 i 14 L--23 112' 26 O I 12' TYP L i II i 30 PHD2 W/ SST620 0° O$ I i i 0 0 fllllf l ( i 3- I ri AQQ RI HICK v 0 { BA 1 II I K ! { i( o_ { o I, f I J i Ii GARAGE/STORAGE O � 26 La I r I PHD2 W/ SSTB20 i x x Icy { !Ico T bol i CLOSET i I CAPPED ! I I o I �s 3 [ I ! r i o l 3 I i !I i w D 6 s 0 3040 040 3040 3040 0 0 3040 3 3 4L=1T s .� L-141/2' PHD2 W/ SSTB20 PHD2 W/ SSTB20 L-101-00 301-0• 7st-0" i 2 8'� NOTCHING ANO BORING 1 PERMITTED IN THIS REGIONLa� � 4 STRUCfUARAL #ATI BTUD NON-STRUCTURAL WA17, STUD NOTES: 1. STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 25X 2- NON-STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 40% 3. STRUCTUAL WALL STUDS SHALL NOT BE BORED GREATER THAN 40% 4. NON-STRUCTURAL WALLS MAY BE BORED UP TO BOX WHERE STUDS ARE DOUBLED AND NOT MORE THAN (2) SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED. 5) BORED HOLES SMALL BE AT CENTERLINE OF STUD VAIN CREATER THAN 5/0' OF MATERIAL FROM STUD EDGE TO HOLE EDGE. BJ NOTCHES AND BORED HOLES SHALL NOT OCCUR AT THE SAME SECTION. TYPICAL STUD PENETRATIONS STUD WROTH .NOTCHING BORING NOMINAL. y 25% c 40% 60% 4' 3 1/2' 7/8' T 3/8' 1 3/8' 7/16'. 21/16- Co S 1/2- 1 3/8' 2 3/16' 2 J/16' N 8' - a L-25 2 0 0 TYP 3040 3 5 0 34 0 2640 s . mss% , PHD2 W/ 051820 30 PHD2 W/ SSTB20 ----_ _ -_-^ --- ----- ----- ,3 0 CLOSET 50 } f - � I 1 4 LUV STUDIO 1 �� �...BR 3-' 3 o a I i( i PHD2 W/ SSTB20 i E126 i 112• BA 2 ° ! 30 0 I /"0I 1 i ( 30 30 i 14 L--23 112' 26 O I 12' TYP L i II i 30 PHD2 W/ SST620 0° O$ I i i 0 0 fllllf l ( i 3- I ri AQQ RI HICK v 0 { BA 1 II I K ! { i( o_ { o I, f I J i Ii GARAGE/STORAGE O � 26 La I r I PHD2 W/ SSTB20 i x x Icy { !Ico T bol i CLOSET i I CAPPED ! I I o I �s 3 [ I ! r i o l 3 I i !I i w D 6 s 0 3040 040 3040 3040 0 0 3040 3 3 4L=1T s .� L-141/2' PHD2 W/ SSTB20 PHD2 W/ SSTB20 L-101-00 301-0• 7st-0" i 2 8'� NOTCHING ANO BORING 1 PERMITTED IN THIS REGIONLa� � 4 STRUCfUARAL #ATI BTUD NON-STRUCTURAL WA17, STUD NOTES: 1. STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 25X 2- NON-STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 40% 3. STRUCTUAL WALL STUDS SHALL NOT BE BORED GREATER THAN 40% 4. NON-STRUCTURAL WALLS MAY BE BORED UP TO BOX WHERE STUDS ARE DOUBLED AND NOT MORE THAN (2) SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED. 5) BORED HOLES SMALL BE AT CENTERLINE OF STUD VAIN CREATER THAN 5/0' OF MATERIAL FROM STUD EDGE TO HOLE EDGE. BJ NOTCHES AND BORED HOLES SHALL NOT OCCUR AT THE SAME SECTION. TYPICAL STUD PENETRATIONS STUD WROTH .NOTCHING BORING NOMINAL. ACTUAL 25% 40% 40% 60% 4' 3 1/2' 7/8' T 3/8' 1 3/8' 7/16'. 21/16- 6' 6' S 1/2- 1 3/8' 2 3/16' 2 J/16' 3.1/4' 8' 7 1/4' i 1JJ16' 2 7/8' 2 7/B' 4 5/16' NOTE 1. USE r NOMINAL OR ARM DOUGLAS iIR LARCH FRAMWR PRESSURETREATED OF FOUNDAT10N SIU, STUDS AT ZFfrO.C. MAY. AND BLOC( ALL PANEL EDGES THING 2 UM NMAIL OAITO BOOTH SSOO OF wOR MRAM ALL 254EA IS SPECIFIEDAPPLY '22 90E � 3• USE ad COMMON ON 10d GUN NABS (CIA. - M131'} FIELD MAR. AT 12' O.C. 4. EDGE MAI- AT TOP PLATE, SOLE PLATE MUD 911.. ALL POSTS. AND 571105 WITH HOLD- DOWNS OR STRAPS ATTACHED OTHER TOP OR BOTTOM. A USE (12) 12d NAR -3 AT EACH SIDE Or TOP PLATE SPUOM U.N.O. 6. STZIGER SILL MARINO AND PRE -DRILL PIAT HOLES (MAX 75% NAIL DIA) TO AVOID SPUTTUN7 WALL nEAENTs 7. ATTACH MULTIPLE STUDS WITH 12d NAILS AT r O.G B, STRAP TOP PLATES ACROSS BEAMS AND DISCONTWUITES WITH ST1224 WITH i6d SINNERS O. LOCATE (1) A.B. MAIL tr FROM END OF EACH PIECE AND USE 2 -X2 -X3/16- PLATE wAS1ffR35.. 10. USE 'SIMPSON` CUPS OR ENGINEER APPROVED EQUAL. 11. USE 3X NOMINAL FRAMING AT ALL PANEL ED= AND STAOGER HALING. Iz ud/10d SINNER SHANK DIA. -0,141'. 20d COMMON SHAWL dA. -O.1Vr 13. USE 3X PRESSURE 'TREATED OF --L FOUNDATION SIU- ; TYPICAL SHEAR WALL SCHEDULE ROOF PLY. 8 NAILING PER ?FI.AT (2) 12d TOE -NABS E.N. 1 27[6 OUTLOOKER AT 24' O.C, NOTCH 'FACIA BY OTHERS TOP CHORD TO SEAT OUTLOOKER PLYWOOD h NAILING CABLE END PER PLAN TRUSS BY OTHERS x4 BRACE AT4'-0' TO TOP CHORD OF ADJACENT TRUSS (3) 12d T.N. EA EN A35 SPA014G PER SHEAR WALL SCHEDULE- OTHERWISE CHEDULE OTHEFRWISE 4!-0- O.C. TYP. END TRUSS -ROOF DETAIL 6 GABLE D rITrIKn(. HELD NAILING PER PLAN y EI TRUSS BY OTHERS ------ 20 --- -2x♦ MACE AT 2-O' O.C. TO TOP CHORD OF ADJACENT MZ ­ A35 CLIP AT SPACING PER SMEAR WALL SCMED: -_ INTERIOR SHEAR WALL DETAIL (LEWIOO29-LEWIS JIM MAGNER LEWIS - 81 SCISS ) THIS DWO PREPARED FROM COMPUTER INPUT (La"S A DIMENSIONS) SUBMITTED AT TRUSS MFR. TOP CHORD 2X6 DF -L SS ;T2 296 DF -L #1: ;T3 2X6 OF•L #2: CALCULATED HORIZONTAL DEFLECTION IS 0.36• DUE TO LIVE LOAD AND 0.17- 2X STUDS AT A -M 10T CHORD 2)16 DF -L SS DUE TO DEAD LOAD. A.B. OWI. x CUP '. MARK "AILING TM ABLE LOAD PLATE FASTENING SPACING EMBED W� SPACING N0113 (1r57.B) (3.4) (2) #/FT (0.12) 9) (f0) TYP.. UNO) • d 3/B' 220 lad S* O.C. I/2- DA 3•-B- O.C. A35 Y-0' O.C. N4X60 T2 Y6 W4X6Or 4 4• 3/B' 320 tsd C. O.C. 1/2' OTA. -6' O.C. A� '-4' O.G 1'-0' MIN. W716(8SR) • W7xe(85R) No L2•aolL 2:2i 1 y -- 34-0-0 Over 2 Supports 3 3' 410 aG'S ♦♦ O C 1'-0. O.C. 9yYa.�OaGl9sn6 ALPINE •W«r» nr ns «rl.t r.1.t1N lYt 1• rwl IM. .WInC. rlrrl.t, It ti w.- rK:4. rn. n .un a••«IK nsi..u« .4 r.nKl. rrus+to n rn cn.n ^a+t ^nnrl. so s•rerna r., snn r4, Wlna, a un O. (r surtr nurnts nlr Y 4 1nY Ia.n IN{. W rt1 .....IY irl4Tn. Tar rwO t-1 411 n«ULr 1Trr4n )n.r+-µ twit. MTI- two tWl url A MrlYr aT}KYa a1ft0 crnn<. •a-rl.ar•• r4.u• a v, « ult «nY ^ r�r mrKun4 c4YasY. n .�. 41 tr us.runt r Yr .. I4 r•a ras «sn.: rrus4t ro •0 M '. la W4.,.4 • la ).�; « (W iUii K. • rl K 1.[1411414 «. ^•. ,t. nit .nl� rr. ^.-, •1^ »„<.,1 r:° i es « 4s i.rrn.w «r14 640 10G 5 CIA. A35 (11,13) 2 r ipi•e E+r:.a«d CA "Q4 lar ...... al- rourn n rn ..nr vrrta ..o run .ualsn-1 uo ^1. nu `r.`itnI'l auris 41n. unr r4.rnrt Ta �ntai'ms, w writ ssrral�«.lie a. n1s w1-, 4s1a4 m-rcrrs ria i..1rt sr .v. r« YY r ms r«i- 1r.om acarrwt «..vua«K tr^tnsr tYrv31rry.l1a1lt•Imro s«Ytnlrl4(rl.tw not r.•1. 1. «u4 sw., rK -1wunT w r,t « tan 11-/62' O.0 0'-6' O.0 4/42 90ES 03/r 640 1 G I / 0•-6'. O.C. (11,13) 6' O.G 620 DIA A35 (11,13) 3/3 2 SIDES O.0 1� 2- 3/II" 1000 lad 1.5' i Y DIA. LPT4 W_r O.C. (11.13) 2�2 2 SIDES D.C. 0(10' O.C. NOTE 1. USE r NOMINAL OR ARM DOUGLAS iIR LARCH FRAMWR PRESSURETREATED OF FOUNDAT10N SIU, STUDS AT ZFfrO.C. MAY. AND BLOC( ALL PANEL EDGES THING 2 UM NMAIL OAITO BOOTH SSOO OF wOR MRAM ALL 254EA IS SPECIFIEDAPPLY '22 90E � 3• USE ad COMMON ON 10d GUN NABS (CIA. - M131'} FIELD MAR. AT 12' O.C. 4. EDGE MAI- AT TOP PLATE, SOLE PLATE MUD 911.. ALL POSTS. AND 571105 WITH HOLD- DOWNS OR STRAPS ATTACHED OTHER TOP OR BOTTOM. A USE (12) 12d NAR -3 AT EACH SIDE Or TOP PLATE SPUOM U.N.O. 6. STZIGER SILL MARINO AND PRE -DRILL PIAT HOLES (MAX 75% NAIL DIA) TO AVOID SPUTTUN7 WALL nEAENTs 7. ATTACH MULTIPLE STUDS WITH 12d NAILS AT r O.G B, STRAP TOP PLATES ACROSS BEAMS AND DISCONTWUITES WITH ST1224 WITH i6d SINNERS O. LOCATE (1) A.B. MAIL tr FROM END OF EACH PIECE AND USE 2 -X2 -X3/16- PLATE wAS1ffR35.. 10. USE 'SIMPSON` CUPS OR ENGINEER APPROVED EQUAL. 11. USE 3X NOMINAL FRAMING AT ALL PANEL ED= AND STAOGER HALING. Iz ud/10d SINNER SHANK DIA. -0,141'. 20d COMMON SHAWL dA. -O.1Vr 13. USE 3X PRESSURE 'TREATED OF --L FOUNDATION SIU- ; TYPICAL SHEAR WALL SCHEDULE ROOF PLY. 8 NAILING PER ?FI.AT (2) 12d TOE -NABS E.N. 1 27[6 OUTLOOKER AT 24' O.C, NOTCH 'FACIA BY OTHERS TOP CHORD TO SEAT OUTLOOKER PLYWOOD h NAILING CABLE END PER PLAN TRUSS BY OTHERS x4 BRACE AT4'-0' TO TOP CHORD OF ADJACENT TRUSS (3) 12d T.N. EA EN A35 SPA014G PER SHEAR WALL SCHEDULE- OTHERWISE CHEDULE OTHEFRWISE 4!-0- O.C. TYP. END TRUSS -ROOF DETAIL 6 GABLE D rITrIKn(. HELD NAILING PER PLAN y EI TRUSS BY OTHERS ------ 20 --- -2x♦ MACE AT 2-O' O.C. TO TOP CHORD OF ADJACENT MZ ­ A35 CLIP AT SPACING PER SMEAR WALL SCMED: -_ INTERIOR SHEAR WALL DETAIL (LEWIOO29-LEWIS JIM MAGNER LEWIS - 81 SCISS ) THIS DWO PREPARED FROM COMPUTER INPUT (La"S A DIMENSIONS) SUBMITTED AT TRUSS MFR. TOP CHORD 2X6 DF -L SS ;T2 296 DF -L #1: ;T3 2X6 OF•L #2: CALCULATED HORIZONTAL DEFLECTION IS 0.36• DUE TO LIVE LOAD AND 0.17- 2X STUDS AT A -M 10T CHORD 2)16 DF -L SS DUE TO DEAD LOAD. WEBS 2X4 DF -L Standard :W6 2114 DF -L #I: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC - P.T. OF SILL WJ ANCHOR BOLT 'LATES DESIGNED FOR GREEN LUMBER PER MDS -97 TABLE 7.3.3. 0 24.00. OC, BC a MOO' OC. .DDITIONAI LOADING PEATRUSS MANUFACTURER DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. TYP., LINO CONC. SLAB- ........................................ C .75 L6 tont, lead at 5.00, 15.00. 25.00, 29.00 10 PSF BC LIVE LOAD PER UBO.: -. At 12' MAX FROM ENDS W/ ISTRUSS OE 311"EO FOR SPRINKLER LOADS WITH DEAD WEIGHT PPLIEO TO MEMBER(S) WHERE INDICATED. AT EACH LOCATION OF PRINKLER SUPPORT, LOAD HAS BEEN INCREASED FOR AN ADDITIONAL TYP.. UNO) 5a# As REQUIRED IT UBC -97. TABLE 16.8 CATEGORY 13. FINISHED GRADE IMIN. Men (R) r �2 //' SLOPE AWAY FROM 6' W4X4*% 13 W3X6a v w2.sxa v. wzaxa a N4X60 T2 Y6 W4X6Or ROUGHEN SURFACE •'_- M1.SX4 AN, S +' 6 W1.SX4 s -.. N10X10 +. 1/4' AMPLITUDE -ii 0-y 2 ' 2.6 W414 %a N4X4a z.5 ` 0-8-2 - •1, Wz.5X4 a- W2.5X4 a -L ID -0-0 1'-0' MIN. W716(8SR) • W7xe(85R) No L2•aolL 2:2i PER LOCAL REOINREMENTS 17-0- 17-0-0---- °I -- 34-0-0 Over 2 Supports y4 TOP at BOT. 8-2677 W-S.S• PLT TYP. Wave TPI- 9SIR Design Criteria. TPIISTDI 19.Sa CAI -111-/-/-]F Scale -.1875' Ft. 9yYa.�OaGl9sn6 ALPINE •W«r» nr ns «rl.t r.1.t1N lYt 1• rwl IM. .WInC. rlrrl.t, It ti w.- rK:4. rn. n .un a••«IK nsi..u« .4 r.nKl. rrus+to n rn cn.n ^a+t ^nnrl. so s•rerna r., snn r4, Wlna, a un O. (r surtr nurnts nlr Y 4 1nY Ia.n IN{. W rt1 .....IY irl4Tn. Tar rwO t-1 411 n«ULr 1Trr4n )n.r+-µ twit. MTI- two tWl url A MrlYr aT}KYa a1ft0 crnn<. •a-rl.ar•• r4.u• a v, « ult «nY ^ r�r mrKun4 c4YasY. n .�. 41 tr us.runt r Yr .. I4 r•a ras «sn.: rrus4t ro •0 M '. la W4.,.4 • la ).�; « (W iUii K. • rl K 1.[1411414 «. ^•. ,t. nit .nl� rr. ^.-, •1^ »„<.,1 r:° i es « 4s i.rrn.w «r14 1T OfES 4 S TC LL 49.5 PSF TC OL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF REF R427 -.-1S344 0B DATE 30/01 / DRW causR427 01:4201s CA -ENG LYT/CNC ipi•e E+r:.a«d CA "Q4 lar ...... al- rourn n rn ..nr vrrta ..o run .ualsn-1 uo ^1. nu `r.`itnI'l auris 41n. unr r4.rnrt Ta �ntai'ms, w writ ssrral�«.lie a. n1s w1-, 4s1a4 m-rcrrs ria i..1rt sr .v. r« YY r ms r«i- 1r.om acarrwt «..vua«K tr^tnsr tYrv31rry.l1a1lt•Imro s«Ytnlrl4(rl.tw not r.•1. 1. «u4 sw., rK -1wunT w r,t « tan 61alam } * .fj4 C TOT.LD. 66.5 PSF SEQN - 34305 DUR.FAC. 1.15 FROM KO 24.0'SPACING APPROVE #-SHEAR WALL TYPE PER SCHEDULE Ift cw t , Ehr � Environmental Health - :. ..,/ OCT 3 t Z Chico, California 'I'HEgE RA% HM 9EL.N REViEiNEb ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS.387 yyee ttCv- ROOF PLY SHALL BE: 5e/8" CDX APA RATED (32/16) PLYWOOD OR OSSB EQUIVALENT. APPLY FACE GRAiN PERPENDIICULAR TO FRAMING, ; STAGGER PANELS AND) NAIL WITH 8d C 611 O.C. EDGE AND 12" O.C. FIELLD. EDGE NAIL AT GABLE END TRUSSES, FRIEZE BLOCKING AND ALL SUPPORTED EDGES. }{ I 5 I ,IH t?'LE 2X STUDS AT A -M O.C., UNO. P.T. OF SILL WJ ANCHOR BOLT 7' EMBED. SIIE h SPACING PER PLW (USE 1/2' DIA. A.B. AT (-0' O.C. ' TYP., LINO CONC. SLAB- -. At 12' MAX FROM ENDS W/ ON -GRADE PER 2•X2 -x3/16' PLATE WASTERS SEN TYP.. UNO) • •!1 FINISHED GRADE IMIN. //' SLOPE AWAY FROM 6' rJ /: FND. ROUGHEN SURFACE •'_- 1/4' AMPLITUDE -ii .III-' 1'-0' MIN. ! OR PER LOCAL REOINREMENTS 3• �� -- I y4 TOP at BOT. V-0' AT i -STORY t•-3' AT 2 -STORY TYPICAL SLAB FOUNDATIOIN DETAIL O ROOF PLY SHALL BE: 5e/8" CDX APA RATED (32/16) PLYWOOD OR OSSB EQUIVALENT. APPLY FACE GRAiN PERPENDIICULAR TO FRAMING, ; STAGGER PANELS AND) NAIL WITH 8d C 611 O.C. EDGE AND 12" O.C. FIELLD. EDGE NAIL AT GABLE END TRUSSES, FRIEZE BLOCKING AND ALL SUPPORTED EDGES. }{ I 5 I ,IH t?'LE