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040-640-038
NOTES RESIDENTIAL PERMIT NI 040-640-etY"ptn r 02-3399 1 MEGHDADI, ANDREW i 15 PHEN'DX DR., CHICO NEW SINGLE FAMILY - MASTER#97-43 , �•' OFFICE COPY Address ' GAS'. Meter By Date (l�%-07 ELECTRIC Meter By °"R' Date a�6di7� SPECIAL CONDITIONS 4 ^ " it z+ CHECKED r BY '{ SRA _ FLOOD CERTIFICATE REQ. _ • FIRE SPRINKLERS REQ. } SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER r a` 3 - 1 t. V t. 1 • t. JOB FINALED (D21,22 ,. W Signature COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION if 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 02- �' '�� ASSESSOR PARCEL NUMBER 040-640-0111 nt-n ZONING O--1 BUILDING PERMIT OWNER A Tntn F11,. TELEPHONE c1 onOWNERSMAILING FSQ.FT.OCC. BUILDING VALUATION ADDRESS . r j ..R-1 n t7 .il !`. rl�l>+ T nunTTr T . ncn 0 6 548 no CONTRACTOR'S NAME ` �`- I OWNERF TELEPHONE-' - `- 22041.01) CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ Q ,)r,7 An ARCHITECT OR ENGINEER LICENSE NO. F11n Fee $ "_ � 20.00 Permit Fee $ 1024,.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23,17110 BUILDING ADDRESS T TTl o ^ Energy Plan Checking Fee $ $ PERMIT FEE $ 106 n LOT NO.SUBDIVISIONS 1� NAME fvl ns 1T 5+11�ii3 n� PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 161 7.00 11 0 Solar or heat pump water heater 23:00 Water piping 15.0015,00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY — MASTEW,7-43 Gas piping stem 1 - 5 outlets 15.0015.00 Building sewer 15.00 1.5, 0() Mobile Home I s I G w @20.00 PERMIT FEE S 20 00 ELECTRICAL PERMIT Fling Fee 20.00 R LESS Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in. //( full force and effect. __ CC -ry � _ License Class I3 Lic. No. 5 I 1 Q 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. 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 IOOGA 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BU)S. SO 3. FT. rNONN-ealoT. MULTI.OUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES aAL @ 190 Ex. Occup. ..XED A� OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 196.23 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.0 My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 20.00 Cooling Hood 6.50 Ventilation 4 .4.5018.00 00 PERMIT FEE $ 9 n 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.) I4/icertify 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 toworkers' 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. 4 / X c� Date Signature of ApO61cant - ❑ Owner ❑ Contractor 0-A ent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46. 00 ..Occ '_ Co T. TYPE TOTAL FEE $ 1636.23 H Z 'D. iP FLOoo X17 DF P7CEL HD °Issu This permit is hereby issued under of the Butte County Code and/or indicated above for wbich fees have By /y�� �1� PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date ��/� G3 y��Y / Date Receipt No. 3 b 4 5 34 $103. 00/% �G t l��U 1 4 'S WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR ` GOLDENROD -APPLICANT J=OK 0 = Not OK Not . = NotReadyabte Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. 1. Zoning Requirements -Setbacks -Easements Footings; Size -Spacing -Marriage Line 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/0 -Concrete Electricity; MH Test 4. Water; Location -Test -Easement Needed (Sketch), Siding; Nailing -Veneer-Stucco=Mesh 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Ext.; Steps -Doors -Landings 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office 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-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric B. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer-Stucco=Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip..w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date. Card B-1 Date Card B-1 Date Card B-1 J=OK = Not OK - =Not Applicable . = Not Ready RESIDENTIAL (1 Date UNDE FLOOR (Plans) OK except #'s 1: ning-Setbacks-Easement Flood -Slope Date , Main; Soils-Elec. Gr -/P /" Ftg. Depth UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test , Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 11. tg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth y` 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Blockouts-Wra ed Plenums & Ducts; Clearance -Material -Support -Ins. 6a. )Iold Downs and Special Anchors 14. 1L d6. Steel-WraDDed N -I! ire & Transformer Clearance -Ins. Protection 25oolelegeftgeptacles Spacing -Lights & Switches at Doors 26 ze es & No. of Conductors Stapled 27. ex Installed Close to Edge of Studs & C. qui . Ground made up w/Mech Fasteners o & Water nce Circuits in Kitchen & Conductor Size 3 feed Wire Size/ / a Cu or - .C. Wire Size/ /ga Cu or Al Range Circle/ /g(C or AI- ven Circ. / /ga Cu or All Insu a eutral (� ❑ No 3 e i e- 's6r Conductors & Ground Main Disconnect 3 ' qu45"Clearances Panels-Motors-Mech. Equip. 3 of s Closet Light -Shower Light -Spa Light 3,5�moke Detector Date 8. P' rs-Fire lace Ftg.-Steel Date D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Date 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 3 11. Water Pipe; Test -Anchors -Regulator -Service Test 37. 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation Date 16. Insulation Date Card B-1 Date Card B-1 Date FRAMI (Permit) OK except #'s Card B-1 DatCard B-1 Date ills/roper Materials & Anchors Card B-1 Date Card B-1 Date PLUM G ,er it) OK except #'s 43. r(r.; Vent -Access -Combustion Air Baffle 4 r e st & Anchor -Nail Protection rr 45. est Fittings & Anchor -Nail Protection er an; Test, First Floor -Tub Access Te ub & Shower, Second Floor -Tub Access 4 as Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECT (Permit) OK except #'s N -I! ire & Transformer Clearance -Ins. Protection 25oolelegeftgeptacles Spacing -Lights & Switches at Doors 26 ze es & No. of Conductors Stapled 27. ex Installed Close to Edge of Studs & C. qui . Ground made up w/Mech Fasteners o & Water nce Circuits in Kitchen & Conductor Size 3 feed Wire Size/ / a Cu or - .C. Wire Size/ /ga Cu or Al Range Circle/ /g(C or AI- ven Circ. / /ga Cu or All Insu a eutral (� ❑ No 3 e i e- 's6r Conductors & Ground Main Disconnect 3 ' qu45"Clearances Panels-Motors-Mech. Equip. 3 of s Closet Light -Shower Light -Spa Light 3,5�moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHA A Permit) OK except #'s 3 C. qts Insulation & Support 37. a an, Exhaust above insulation 3 . and s Drain & Overflow, Size & Grade 39.r e -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 4 ttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMI (Permit) OK except #'s 41 ills/roper Materials & Anchors 42 all tuds-Nailing Spacing & Braces -Plates -Sound 43. nn ;Walls over Girders & Floor Nailing 4 ra to in Walls (rat proof) 45. ' e ps, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearing ' jingle & Duplex) Date FR G (Continued) Ha rs-Post Caps -Anchors -Connectors 112q. Jgist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 4 it place ies or Type A Flue -Fireplace Throat Clearance tti cess; Size & Romex Protection -Draft Stop -Ins. Baffles 5 drm. Windows or Exiting Doors-Sill)<JJ1 & D' e • 52. Garage Fire Protection Framin - C C, nel o y Line Firewall & Openings 64—Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairw.'Width-Headroom-Rise-Run-Landina-Fire Protection 56�-Kvwood on Roof Overhanq-Attic Vents -Rafter Outriqqers 57. �'V157M,W 59!Stuc5pwesh-Drip Screed -Fd. Vents-Underflr. Access /Y � ino Area -Glass Protection -Skylights -Plastic Interior/Exterior Wall Panels Date Z7,711u'Card B 1 Date Card B-1 Date f4eWaZ Ca5 B-1 Date Card B-1 Date FINA (Plgn O except #'s W. ExY. Stens-Door & Sideliaht Protection- Land i nas 460—Furnace Vents -clearance -Comb, Air - Connector -, rage; Above Floor-Ducts-Mech. Protection 87",Vdroom Exiting V.I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels -*&.- qs & Rails eplace or Stove, Clearance -Hearth 72!c,, Outlets at Wood Panel, Int. & Ext. iy. � �. u �NNuui wc, vvui u-ren-vaN-vuunu iy vcaanuc c. Outlets & Receptacles at Kit. Counter 7 . Garage Fire Door; Swing-Landing-Closure -F6-fitC. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. ,m Garage; Above Floor-Mech. Protection Plb"".; Elec. & Mech. Equip. Listed for Location c. Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic -94- Guard Rails & Deck Construction -Post Caps -&L' Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth earance Looked un or Floor 0 Yes n ge Forma Instld./Drive Cures O No/Walks &fes O No/Planters O Yes D No tuc o Brown -Finish A. nit Disconnect, Electrical -Plumbing nts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings W er Well, Disconnect, Electrical, Plumbing t! r or Elec. Trim, G.F.I. Receptacle -Underground W. Ver ation Throuahout House W. ss Protection Erections from Previous Inspections a est -Meters Tagged, Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates Address Posted Fire Sprin er Dat r Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: N, . _. .e..w-. .� - _ .. .-.�... j-.F+s-'-..,..... .- .r �.-� ..a..�.y.,.�-x.•.-r'--�"•' .-p..'�'--•..1r-rte...-yw, _-•-ter ^-� COUNTY OF BUTTE ,BUILDING DIVISION:, . 3 " V DEPARTMENT OF DEVELOPMENT SERVICES .a • ?:•: 411 Main Street • Chico, CA • (530) 891-2751 } 7 County Center Drive • Oroville, CA • (530) 538-7541 t CORRECTION NOTICE i ZL, 114M I21 (J? - 3,; iy OWNER PEA NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. It yo ave any questions pertaining to this matter, or need additional explanation, please contaciA.fils office immediately. p Gf / G/U OL 7 /A Y 17,11V Gl O.Zi 611k O `t- r , .. , _..-... ._. -...-.,mss+'. �-. ..�.,.��--r'�.y. _ ..a�"w�a..-r•� ._...s �e:r. �.. • _ —COUNTY • COUNTY OF BUTTE BUILDING DIVISION -" DEPARTMENT OF DEVELOPMENT SERVICES ` 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you/tiave any questions pertaining to this matter, or need additional explanation, please contact this office immediately. OL AOK/ (1i VIIJ �`.l , I � 7 CertainTeed C-1 Builders Statement InsulSafe 4 Fiber Glass Blowing Insulati 14 r ic, l'/lam h d Homeowner N me / JJobsite Name `:.• Home Address C�' ��� (2� -1co _'j &A C-) Installer/Contractor (sign) Company Name Date Builder (sign) Company Name Date Inspected By (sign if required) Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: Obs.) Should not be less than: (in.) 60 36.5 27 0.986 22 49 29.6 34 0.800 18'/2 44 26.4 38 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 101/2 22 13.1 76 0.353 9 19 11.1 90 0.301 73/4 13 1 7.7 129 0.209 51/2 11 1 6.6 151 0.179 1 43/4 THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION ' In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 11/02 R -VALUE THICKNESS AREA (SQ. FT.) INSULSAFE 4 BAGS USED BATTS/ROLLS (✓) CEILINGS / WALLS FLOORS THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION ' In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 11/02 crrvr A PA Certificate of Conformance Certificate 052736 THIS 1S TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products - Structural_Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And °GAP" Computer Program For Determining Design Stresses AITC 117-93 - Manufacturing - Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systema (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and giueline bond quality. all 3 A, X ) 2- by _e�fL J_�� Thomas G. Williamson Executive Vice President ENGrNEERED WOOD SYSTEMS rs a reteteo corporation of AAA — TrlE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street - P.O. Box 11700 - Tacoma, WA 984 11-0700 Telephone: (253) 565-5600 - Fax Number: (253) 565.7265 '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 ASSESSOR PARCEL NUMBER 040-(640-Q'I, A ZONING T) BUILDING PERMIT OWNER - 14. YtUPHCAYE SO. FT. OCC. BUILDING VALUATION �_ — 1 O Q OWNERS MAILING ADDRESS ` 110 SHADY G. R 0 V r, CT. 811 11 14,598"66 CONTRACTOR'S NAME T,+ H 2,04100 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MMUNG ADDRESS Total Valuation $ 0 c ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1024 .50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 2 00 BUILDING ADDRESS Energy Plan Checking Fee $ $ ..' . PERMIT FEE $ LOT NO.SUBDNISIONSNAME C12 ^ PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 6 7.001 12. G Solar or heat um water heater 23.00 Water piping 15.0015.00 Eachas water heater or vent 15.00 TYPE OF WORK New ❑ Addition [3Remodel ❑ Utilities ❑ Installation ❑ Other ❑ L Describe work: NEW SINGLE' FAMILY - M[1STE�2;r97-43 Gas piping system 1 - 5 outlets 15.001 5 00 Building sewer 15.00 c Mobile Home I S I G I W 920.00 PERMIT FEE 907 ELECTRICAL PERMIT Filing Fee 20.00 800V0UE Main Service zo.A OR LESS 23.00 700 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 isI U11 force and effect. �� ��/f License Class Lic. No. 11// 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, gill do the work, and the structure is not intended or offered for sale. Val -IIs 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 zoo& To 46.00 0CU000A NEW coNsr. DwEwNG occuP. OR � S. 3.5¢so. F coNsr. Mu�o �i NON.RESID CU @7.50 POWER APPARATUS b SINGLE OUTLET CIR. OUTLET OR FIXTURF Ex. Occup.BAL zo Q I.00 @ .50 Ex. Occup. DFuc�eEo�A A. oR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 1 v • ?_ 3 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating 20.00 Cooling S Hood 6.50 6 Ventilation 4 4. 50 L 3 .00 PERMIT FES $ 1 1 O Policy Number (The above sections need not be completed if the permit is for work of a valuation 9f -one hundred dollars ($100) or less.) all 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 /� lo'a Signature Of Ap ant - ❑ Owner ❑ Contractor O46ent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46 00 oc co ; . TOTAL FEE $ 1636.23 HAZ. D. E IMP / FLOOD COP �. PARCEL PO HD ISSU This permit is hereby issued under the applicable of the Butte Coun Code and/or Resolutions indic for Mich fees have been By ate PERMIT EXPIRES ON //Z-`/ (D,96) provisions to do work paid. 03 b Receipt No. ? 6 45 `i 1.. h 1 03 , WHITE-D.D.S.-B.D. CANARY -ASSESSOR FMK -INSPECTOR ' GOLDE ROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT -OF DEVELOPMENT SERVICES -BUILDING DIVISION + 07 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 FaR (530)538-2140 r PERMIT APPLICATION DATA SHEET OWNER:I ASSESSOR PARCEL NUMBER (Q I / -(O '7 !J -6// . I I Proposed Building Use: �' Ac!,4,r( - Counter Technician: -Date:1� Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signedky the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or ,foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings ...................................... .............'...:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..............................:...... ❑ 12. Hazardous Material Form................................................................................ _ ❑ 13. Other ; Remaining items needed to issue.the permit. (May require additional plan review upon receipt of the following items.) 0/14. Fees as shown on the attached Schedule of Fees Due Sheet ............... :....................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. 'jW 16. Sanitation and plot plan approval from the Environmental Health Department in I Z • Z . O ❑ 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: . (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... -fi)21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization .......................... ............:. ,...... - ................. �i 27. Recorded copy of Agricultural Acknowledgment Statement ...................... ~`'�:....... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone y - ) and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: C& L, ! . Date: i 2--/o-o2-- 1. -'/o-oZ 1. Index permit application -Tor the above items numbered: Plan Check Letter 2. Additional items requ Contractor, designer, owner, wA advised cf the above data by phone, ❑ mail, ❑ counter, by - Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date. Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division _ COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 n SCHEDULE OF FEES DUE / OWNER l 1 "Y (O 'Y lI +ISI A. P. # C)AIQ `�(0 PROPOSED BUILDING USE /`t ` /` �3 DATE '�� �2 U RECEIPT # DATE REC. 1. BUILDING PERMIT FEES / Balance Due ....................... $ I o Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee ..........�....$ 0 / r J,I 2. SCHOOL DISTRICT FEES I C-0 (paid at District Office) (Available after Plan Check); e �vei'1 f0 0100t! 3. SHERIFF FEES (paid at Building Division) O Residential .................... x $360.00 = 03. Uw Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Divi'si'on Residential ...................x_$. -2q • 0 3 # nits Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. G'- (' G/ - R 5. RECREATIONAL DISTRICT FEES f ` �%° . �- r (paid at District Office) (Available after Plan Check)-GIVIM 14� Co��4 •12-K%`�� 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 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. DATE 11—/0-02—, Pursuant to Government 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner _' (Rev. 6/00) n •"^x:wrFy;.�,� : �... •r.`�f :..;!7'1''�'�• tib'. BITlTB COUNTY PARKS DEVELOPMENT FEE CERTIFICATION PORN CHICO AREA RECREATION AND PARR DISTRICT Assessor Parcel 'Number(s) Property Owner Project Locati Subdivision 7 %/17 L—AIM-S Lot Number(s) ��zp Residential Development: (check one). 101 ►,2`l:J3 L,"'New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number o�f'1 Dwelling Units Comment: /�td(� �//��lf0_,,, ?F'✓J')J�t, lding Department Representative Date Chico Area Recreation and Park District(CARD) certifies that . (Applicant Name) (Phone Number) (S(tlreet Address) LU (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for 1. dwelling units @ $1,189 for total payment of $ l / (.2�.03 CARD Representative - Date PAID BY CHECK NO. �,. REMARKS: BANK N0: CIO-LJC65 Q..I PAID BY CASH RECEIPT NO. Distribution: White --Applicant 01YM'1'ow A1Butte"Rdf� Building Dept. 11k�9.00 Pink --CARD Goldenrod --City of Chico Building Dept. park.fec (form revised 11/90) �"rr'�,.:3iri+Jr:�..=.Ty�:��� -� • l • _F`N^a'.i.--.,rye.. iv+ `'.. -,. ,4.�.. ....' ti.:-.�I.'•fi5'S:J..;eP6`�,-ih.l'�,.� . 7�Y7�� %�`.L'rMti-. . BUTTE COUNTY SCHOOLS IMPACT FEE.C%RTIFICATION FORM • (One form perBullding) School District A, 1. V ( )n ( C Building Department No. p(� J,3 9 A.P. Number � ItJ '�D a�%II 1FdyyirN fiction: ' = City County Property Canner Property Location/Address /%� ��rh eV 0A 4 QS Subdivision. 7W a n �Ims Lot No. # I ? .................................................................................................................. q• . 9 Residential Development S Foota eS� / No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection)', e J. , . -:f Commercial/Industrial (Floor Plans reviewed by School District Personnel) District Identification No.. `� O Cv School District certifies that n :3 A V -C (Street Address) w Sq. Footage (Including Exterior Roofed Areas) Date (Applicant) V � hal (Phorie Number) L? S7 Z '6-' IGty) (State) (Zip Code) , has complied with the requirements of Resolution No. 4epresenting (� square feet. School District Representative Paid by Check # Remarks: by payment of $ 1p > L�ox 0 AB 2926 $ FULL MITIGATION $ 12 - 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 66020(a), 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 (budding department), Pink (school district) feeform.xis (10/98)dmm ��.. LEACH LINE .2p N/ 1.2ROCK, TRENCH 56" ,MAX DEPTH.— (N) HELL I ADJACENT \ LOT 252' TOTAL LINEAR FT. OF LEACH. . REPLACEMENT FIELD APPROVED Butte County Environmental Italth , Sign r VE�TCTANK Ali LEACH LINES TO 5' MIN. FROM BL; AND PROPERTY L I NE5, T'I'P. LOT BUILDN- GCYERA E (N) NEL 3E.ANNING DIVISION. BUILDING PLAN APPROVA\: ! SP4 Date: a2P ✓.fwd v Parking: Landscaping: Other - Signature: 377cib 4447 SC[. ft. 50�. ft. 1 1.95% MIN. 1200 GAL. SEPTIC TANI'10 Z _ 3)47 9 {y➢ 'nor. Fi•:: R At /Z PROPOSED HOUSE 556-t PLAN FIN. FLR. EL. 215.0' ENVIRONMENTAL HEALTH NOV 19 2002 CHICO, C&IFORNIA SITE- PLAN .713 LOT 16 LOT GREGORY A. P E I T Z TWIN PALMS SUBDIVISION ARCHITECT for: 1 383 Rio Lindo Ave. Chico, cam. 95926 (530) 994-5719 ANDREW MEGHDADI 1 CHICO CALIFORNIA TO LARRY PAINTER RUM 10 afICO EH .r SITE A0XN2AE W APPLICATION Date:l l l / f'/0 'L- AP# 0 VU ` 6 �-/o U/ �P7-X Permit Number (if applicable) �Z 3� C APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: Telephone No.; Situs Address: Proposed Use: Residential M(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 FA ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other Septic ❑ Well Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE m�o DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Site Plan Stamped Approved • By Date 0 -r2 -)—Q)2_ Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area:: • El Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: O is 10 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: S fz "1 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 C�0�i_._ Side Side Street Rear ' 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 Applicable Development Fees: Standard Fees Amount.' Formula • ❑Fire ❑ School* ❑ Parks/Recreation ❑ Roads Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other --------------------------------------------------------- ; Map Special Fees El' Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. • Parcel Created By ❑ .Deeds: • Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger . ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: TMJ 1,;,j e -F) e SV � Map Date of Recording: i 0-0 I - O Q— Lot:` Book: S Page: 3 �, 3 • ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions Iff Comply with the following Conditions of Approval: A-f*T Iq e- H E ® Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control P must be prepared by a registered civil engineer or other qualified professional and to submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa Page 4 of 5 TR Sm� L� �° —Tvv 110-1-0/2P 0 �� ITIONAL INFORMATION SHEET 9 < 10.00' P.S BUILDING SETBACK LINES ARE AS SHOWN OF MAP ND AS FOLLOWS• LOT 6 'RONT/REAR/SIDE YARD — 50' FROM CENTERLINES OF VTERIOR STREETS, SPEEDWAY, ENTLER AVENUES, AND THE ;OUTHERLY LINE OF THE OLD S.P.R.R RIGHT OF WAY. ZEAR — 10' FROM PROPERTY LINE (EXCEPT WHERE NOTED) ;IDE — 10' FROM PROPERTY LINE 101 Z. LEACH FIELD FREE SETBACKS ARE 5' FROM THE EDGE OF I -HE STORM DRAIN TRENCH, 5' FROM THE EDGE OF THE 'ROPERTY LINE AND 100' FROM EXISTING AND PROPOSED WELLS. 3. BUILDING IDENTIFICATION AND/OR ADDRESS SHALL BE INSTALLED IN CONFORMANCE WITH PUBLIC RESOURCES CODE 4290 AND SHALL BE POSTED AT THE BEGINNING OF BUILDING CONSTRUCTION AND MAINTAINED CONTINUOUSLY THEREAFTER. 40HE SHERIFF'S FACILITIES IMPACT FEE SHALL BE PAID, PURSUANT TO THE PROVISIONS OF CHAPTER 3, ARTICLE II OF THE BUTTE COUNTY CODE, PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, SAID AMOUNT SHALL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR BUILDING PERMIT. 5. THE LEACH FIELD AREA IS NOT TO EXTEND BEYOND THE ROADSIDE SETBACKS BUT MAY INTRUDE INTO THE 50' BUILDING SETBACK ALONG THE S.P.R.R. RIGHT—OF—WAY PER BUTTE COUNTY PUBLIC WORKS 6. PER FLOOD INSURANCE RATE MAP NUMBER 06007C 0510 D, REVISED APRIL 20, 2000, THE PROPERTY SHOWN HEREON LIES WITHIN ZONE X AND IS OUTSIDE OF THE 100 YEAR FLOOD PLAIN. 7. LOWEST FLOOR ELEVATIONS SHALL BE A MINIMUM OF 12" ABOVE THE HIGHEST ADJACENT GRADE. 8. WELLS ARE TO BE LOCATED OUTSIDE THE ROADSIDE BUILDING SETBACKS PER BUTTE COUNTY CODE SECTION 10-8, WHICH DOES NOT INCLUDE THE 50' BUILDING SETBACK ALONG THE S.P.R.R. RIGHT—OF—WAY. TWIN =ALMS -;BfIIVISION\dwQ\i s; cp 01 PDT AND WHEN RECORDED MAIL TO: . BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 IM1111i 1f1111l1111111111111111 Recorded I REE FEE 10.00 Official Records i County 0- I B!IME ! CANDACE J. GRI1BBS 1 Recorder i ROSEMARY DICKSON I Assistant I Barbara 12:33PM 23 -Oct -20W I Page 1 of 2 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: *THIS DOCUMENT IS BEING RECORDED TO CORRECT THE LEGAL DESCRIPTION FOR DOCUMENT SERIAL NO. 2002-0045904, RECORDED SEPTEMBER 4, 2002, IN BUTTE COUNTY, CA.. Date 10/23/02 PROPERTY OWNERS: ANDREW ME9MArI State of California ) County of Butte ) On .10/23. 2002 before me, J. TUNISON, NOTARY personally appeared ANDREW' I 'MEGHDADI 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 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 fficial seal. {{ Signatur8------� Seal: J TUNISOM ,a "^ J _ COMM. d 123412 NOTARY PUBLIC -CALIFORNIA A.P. # BUTTE COUNTY MY COMI.A. EXPIRES SEPT.. B. 2003 EXHIBIT "ONE" PARCEL I: Order No. 202500 - C Lots 1 thru 24, inclusive and Remainder Land, as shown on that certain Map entitled, "Chambers Subdivision #2", Phase I, filed in the Office of the County Recorder of Butte County, California, on August 4, 1999, in Book 147, of Maps, at Page(s) 86, 87 & 88. PARCEL II: A Non -Exclusive Easement for ingress, egress, drainage, public utilities and public services over Lot 6, as shown on that certain Map entitled, "Chambers Subdivision #2", Phase I, filed in the Office of the County Recorder of Butte County, California, on August 4, 1999, in Book 147, of Maps, at Page(s) 86, 87 & 88. Assessor's Parcel No: 040-640-011 -000 2 ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 538-4356 Download Forms: www.buttecounty.net/pubhcworks/forms.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 2016 Permit Number OP—) T 70 Disc Z APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be ed or legibly ted. 1. Applicant's ame• PQ -le u Compab ame: 2. Address: d �t���,( �'�-oVi= C -- �i 1 GO 9 SGl % 3 3. Phone: X30 \ 47 3 _ 1?[ 4. Assessors Parcel Number,, 5. Location of Work to be Done \ �1.,-9t N Q) A-\ 6. Applicant's ' atu 7. Date: CONTRACTOR'S INFORMATION 8. Contractor's Name� c �J 9. Address 10. Phone:11. S'3o 9 -- evr I �, Fax:. 12. Contractor's License 14umbe . (p S' / v '� 13. Certificate of Insurance: _ Yes ❑ No: ❑ 14. Contractor's Sign 14a. Date Signed: Z� 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: ❑ Sidewalk: ❑ " 17. Driveway (List Type): 18. Other. PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this pemmmit form) and special conditions written below, permission is hereby granted. 19. Conditions 1P- 14xcc ati E2 4ns; @ the 171 64 V e Un detground Service Alert .SA. must be notified two working days prior to any excavation. 800-227-2600 20. WAll work shall conform to accompanying: Detail ?q Plans ❑ Special Conditions ❑ 21. Date Issued 1 ,,/ 2.)OZ / 22. Expiration Date: / a J 23 Surety. r.� Mike Crump, Director of Public Works By: ** Note: If permits are faxed to any number besides (530) 5384356, they can be delayed up to on week. Page 1 of 2 General Conditions - See Page 2 GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any worts under this permit shall constitute an acceptance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. All work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and dean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, dean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to property maintain any encroachment placed by the Permittee on any pad of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsibility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require the installation provided herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the County right of way. 6. At least one lane of any pubric road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be dosed to travel by the general public without special permission, in writing, from the Board of Supervisors. 7. The Permittee, by the acceptance of this permit, shall assume full responsibility for all liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit In the event any claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim, 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be place and mechanically compacted in such a manner that the relative compaction throughout the entire fig within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (6) below finish surface grades shag be no less than ninety percent (90%) as deternined by Test Method No. Calif. 216-0 of the Materials and Research department, State of California, Transportation Department, Division of Highways, or other approved test method. b. The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shag bear all costs and responsibility for compaction tests. c The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be place in 8" lifts, and be compacted to a relative compaction of not less than 95%. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 90%. Any pavement artting shall be scored, or saw cut before trenching. Minimum depth of cover over an underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as dose to the right -of --way fine as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon backfilling or the excavation to the original grades and cross sections, and to a condition as good as, or better than, existed prior to the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construction operations, shall be replaced within ONE WEEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two Inches (7) of asphalt concrete over eight inches (8") of aggregate base, according to current California State Specifications. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public shag be given every consideration in the location and type of construction. Permittee shall cause to be placed, erected, and maintained all warning signals, tights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant ghafl notify contractor as to the special conditions and requirements contained herein. Page 2 of 2 f E.H. USE C Ld Sia= Plan Attached RoanPlan A d Sent to B.D. TO: Building Department FR0Mi Environmental Health SUBJECT: Sanitation Clearance � GAJ Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other old final for: i �•� Fina c earance O.K. for: NOTE: c / /xv //�� Environmental Health Specialist Date 8/96 LEACH LINE 2p W/ 12" ROCK, TRENCH 56"' DEPTH. \ �` �`•. .� MIN. 1200 GAL. SEPTIC Ica, I I I TANK (N) WELL I / \ + ADJACENT LOT is \ / PORCH 252' TOTAL LINEAR FT. OF LEACH. ,o \\x •o, /\ REPLACEMENT FIELD \ APPROVED Butte County \ 90 / �• GONG. t Environmental Health Sign r \ / (N) WELL ' z___ / t'ROPOSED HOUSE SEP G .TANK_: AND556"1 PLAN . FLR. EL. LEACH LINES TO BFIN E FLRI 5' MIN. FROM BLDG. 15.0 AND PROPERTY ENVIRONMENTAL HEALTH LINES, TYP. B.S.L. NOv 19 2002 N CHICO, CALIFORNIA LOT 3777,16hcsc�. ft. SITE PLAN BU I LD NCL 444-7 sc�. f t . GOVERAC E LOT 16 LOT -GREGORY A. P E I T Z TWIN PALMS SUBDIVISION ARCHITECT for: 16- 383 Rio Undo Ave. Chico, CA. 93926 (530) 894-5719 ANDREW MEGHDADI CHICO CALIFORNIA 0 0 0 m II 1 II II Q N 0=1-I ■■iii■ maim A Job Truss Truss Type Qty Ply of in (loc) I/deft PLATES GRIP TCLL R8735996 3567 J2 MOD. QUEEN 2 1 7-9 >999 M1120 220/195 TCDL 15.0 Lumber Increase (optional) LongrenoW Lumber LO., Inc., L rico, %-a. 7o7L0-/4JY 4.LU I Jn I s VC7 I / LUUL Ivll I etc Inaustnes, Inc. r -n Mar L I U/:Ub:4tZtJUJ Page 1 -12.2-0 i 0.94 6-4-0 I 12-3-13 I 18-3.11 I 24-6-12 24-10-0 tI H 12.2-0 0-4.3 5.11-13 5.11.13 511-13 6.3.1 0-3-0 6.00 FT2 4x4 = 3 (psf) SPACING r CSIDEFL of in 2 JOB NOT CHECKED FOR WIND LOADING. 10 9 8 7 3x4 = 1.5x4 II 3x4 = 3x4 = 3x8 = I -12-2-0 I 6-4-0 I 15.3.12 24-6.12 24-10-0 12-2-0 6.4-0 6-11.12 9.3-0 0-34 Scale =1:78.0 LOADING (psf) SPACING 2-0-0 CSIDEFL in (loc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 1.00 Vert(LL) -0.18 7-9 >999 M1120 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.32 7-9 >902 any other live BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.03 6 n/a 4) Refer to girder(s) for truss to truss connections. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. BCDL 7.0 Code UBC97/ANSI95 1st LC LL Min I/dell = 240 LOAD CASE(S) Standard Weight: 129 Ib LUMBER Uj BRACING TOP CHORD 2 X 4 DF No.1-13 TOP CHORD Sheathed or 4-11-13 oc purlins, except end verticals. BOT CHORD 2 X 4 OF No.1-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std -G WEBS 1 Row at midpt 3-9 REACTIONS (Ib/size) 10=922/0-3-8, 6=922/Mechanical FORCES (lb) - First Load Case Only TOP CHORD 1-2=-512, 2-3=-512, 3-4=-1155, 4-5=-1155, 5-6=-1413, 1-10=-879 BOT CHORD 9-10=0, 8-9=869, 7-8=869, 6-7=1243 WEBS 2-9=80, 3-9=-597, 3-7=383, 5-7=-303, 1-9=648 NOTES 11 This truss has been checked for unbalanced loading conditions. ,2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. I- 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Uj 0 Up Uj Z � in 0?,pFESS/0 c C. AA0 e *T C 17180 Z r EXP. 06/30/05 * 1S>.CiV ll �NP gTFOF CAI -W March 21,2003 Warning -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parementers and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibilliy, of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification. and HIB -91 i t Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719 Job rnn Truss Truss Type Qty Ply , 38.2.12 38- 0 I 2.0-0 1.0-0 6-0-0 23-6-0 8-8-12 0.3-0 Scale = 1:84.6 9 1.5x4 I I 1.5x4 I I R8735997 3567 K1 CAL HIP 1 1 1 n Wnn1 i ,. . , f' I l In; r OCO7D_7AOA 3x4 - 3x6 - 3x8 - 3x4 14 loptional) ....�..,...,....,..,.,....,.,.......-.................�..-,�..� t.w .a„ a vCL ivnron rrwus0res, urc. rn rwdr c i vr:06:50 2003 rage 1 -1-0-0 ..3-0-0 ( I 6-0-0 + 29-04) 38.2.12 38- 0 I 2.0-0 1.0-0 6-0-0 23-6-0 8-8-12 0.3-0 Scale = 1:84.6 9 1.5x4 I I 1.5x4 I I 10 1.5x4 II 3x6 I--- 5x6 i 1. 4 72 \ 6.00 12 5x6 3x4 - 3x6 - 3x8 - 3x4 14 4x6 - 4 5 6 7 28 11 3 15 3x4 3x4 3 16 12 0 17 0 qp 11h 0 27 269 25 24 23 22 21 20 19 18 3x6 = c 6x6 - 5x8 - 44 - 1.5x4 II 3x6 - 3x8 - 1.5x4 II 2x4 II 5x8 WB - 3x4 = -3-0-0 1&5-12 38-2-12 38-Fj•0 I 3-0-0 18-542 19.9-0 0-3-0 Plate Offsets (X,Y): 12:0-2-15,0-2-01, 123:0-4-O,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.03 22-24 >999 M1120 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.07 19-21 >999 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.01 17 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl = 240 ,Weight: 226 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1-G TOP CHORD Sheathed or 5-8-9 oc purlins, except end verticals, and BOT CHORD 2 X 4 DF No.1-G *Except* 2-0-0 oc purlins (5-10-13 max.): 4-15. Except: 23-27 2 X 6 DF SS -G 1 Row at midpt 8-15 WEBS 2 X 4 DF Std -G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-24,21-22. REACTIONS (Ib/size) 17=632/0-3-8, 22=1886/0-3-8, 27=1595/0-3-8 Max Grav 17 = 638(load case 4), 22=1886(load case 1), 27=1625(load 3) ■a � W case FORCES (lb) - First Load Case Only �,.. z TOP CHORD 1-2=32, 2-3=-1070, 3-4=-1212, 4-5=-1062, 5-6=-768, 6-7=-768, 7-28=-371, 8-28=-371 /gyp CC , 8-11 =-371, 11-13=-668, 13-15=-668, 9-10=-48, 10-12=-52, 12-14=53, 14-15=-64, 81, 925-29= BOT CHORD 26-27=46, 26-29=937, 937, 24925=768, 23-24=-438, 22-23=-438, 21-22=-438, 0 CL 20-21 =371, 19-20=371, 18-19=894, 17-18=894 WEBS 3-26=-226, 3-25=136, 0W 4-25=-136, 5-25=360, 5-24=-617, 7-24=1392, 7-22=-1777, 7-21 =1024, 11-21 =-561, 11-19=366, 15-19=-13, 16-19=-258, 10 W 16-18=64, 8-10=-240, 2-26=1376, 12-13=-233 NOTES s Z 1) This truss has been checked for unbalanced loading conditions. 0. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSI(TPI 1-1995 criteria. QROFESs �0 C' AN <C11 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. �� �( cit 7) Special hanger(s) or connection(s) required to support concentrated loadls) 31 2.01b down at 8-8-8 on top chord, and 795.01b down at 4-10-8 on bottom chord. Design for unspecified connections) is delegated to building designer. C 171" m Z mx the W * EXP. 06/30/05 LOAD CASEIS) Standard s� clvl\� �P Continued on page 2 �TFCF CALF March 21,2003 a, Warning - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 101II.7473 BEFORE USE �>• Design valid for use onlywith Mnak connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design pammenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability dudng construction is the responsibillily of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance a Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719 regrding fabrication, quality control, storage, delivery, erection and bracing, consult OST -08 Quality Standard, DSB-89 Bracing Specification, and HIB -91 f TeW' Job Truss Truss Type Qty Ply LUIssz R8735997 3567 K1 CAL HIP 1 1 to Via (optional) LongtegoW Lumoer co., Inc., cmco, ca. aba/ts-iwaw v.zu I arc I s uci I r LuuL Ivu I etc mousines, Inc. rn mar t I ui:uo:au zuua rage c LOAD CASE(S) Standard 1) Regular: Lumber Increase= 1.25, Plate Increase= 1.25 Uniform Loads (plf) Vert: 1-2=-62.0, 2-4=-62.0, 4-28=-62.0, B-28=-30.0, 9-15=-62.0, 15-17=-62.0, 17-27=-14.0 Concentrated Loads (lb) Vert: 4=-312.0 29=-795.0 JAL Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE Design valid for use only with MTek connectors. This design is based only upon parameters she", and is for an individual building component to be Installed and loaded vertically. Applicability of design parementars and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the i } responsibillity, of the erector. Additional permanent bracing of the overall structure Is the responsibility or the building designer. For general guidance regarding fabrication, quality central, storage, delivery, erection and bracing, consult OST -88 Quality Standard, OSB -89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 �Jqe _ _ _ Y Q! i Te k' z LUIssz CL to Via C CL JAL Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE Design valid for use only with MTek connectors. This design is based only upon parameters she", and is for an individual building component to be Installed and loaded vertically. Applicability of design parementars and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the i } responsibillity, of the erector. Additional permanent bracing of the overall structure Is the responsibility or the building designer. For general guidance regarding fabrication, quality central, storage, delivery, erection and bracing, consult OST -88 Quality Standard, OSB -89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 �Jqe _ _ _ Y Q! i Te k' Job Truss Truss Type aty PLATES GRIP M1120 220/195 Weight: 193 Ib LUMBER BRACING 3567 03COFF HOWE 1 �7(optional) R8735998 Lonafellow Lumher rn__ Inr rhirn r, Or"A_7AQA ,,,, �e =-1430, 8-21 =-1416 BOT CHORD 14-15=1788, 13-14=19, -0 rdge I -1-0-1 14-0-0 I 22-0-0 I 304-0 I 36-0-0 —I 1-0.0 14-0-0 8-0-0 6.0-0 6-0-0 6.00 12 4X4 •4x12 3x4 = 3x8 = 5x6 5 6 20 7 241 0\ 7x6 = 3x6 = 5x6 = 15 14 13 1.5x4 II 3x8 — 5x6 = 3x10 = 1.5x4 )( 19-0$ 5x8 - 19-0.8 25-0-0 30-0-0 36-0-0 19-0-8 6.3-0 4.8-0 6-0-0 Scale = 1:74.0 0 Ir. n 0 0 0 1 LOADING (psf) TCLL 16.0 TCDL 15.0 BCLL 0.0 BCDL 7.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.52 BC 0.94 WB 0.83 (Matrix) DEFL in (loc) I/defl Vert(LL) -0.19 18-19 >999 Vert(TL) -0.43 18-19 >824 Horz(TL) 0.19 11 n/a 1st LC LL Min I/deft = 240 PLATES GRIP M1120 220/195 Weight: 193 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1-G TOP CHORD Sheathed or 2-6-11 oc purlins, except BOT CHORD 2 X 4 DF No.1-G 2-0-0 oc purlins (4-1-12 max.): 5-8. WEBS 2 X 4 OF Std -G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Z REACTIONS (Ib/size) 11 = 1 578/Mechanical, 2 = 1507/0-3-8 Uj FORCES Ilb) - First Load Case Only TOPCHORD 1-2=25, 2-3=-4990, 3.4=-3045, 4-5=-2475, 8-9=-1896, 9-10=-1897, 5-6=-2175, Uj 6-20=-2216, 7-20=-2216, 7-21 =-1430, 8-21 =-1416 BOT CHORD 14-15=1788, 13-14=19, 11-12=0, 15-16=1838, 2-19=4476, 18-19=4218, 17-18=2682, 16-17=2220 WEBS 7-15=-383, 8-14=74, 10.11 =-1546, 10-12=1760, 12-13=16, 9-12=-254, 7-16=744, 3-19=1094, � W 4-18=483, 6-16=-126.3-18=-1579, 4-17=-690, 7-14=-840, 12-14=1581, 8-12=497, 5-17=699, 6-17=-196 U ■ Q NOTES 11 This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding.CL 3) This truss has been designed a,ai for a 10.0 psf bottom chord live load nonconcurrent with any other live loads Table No. I per 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) Girder QRpFESS/ON carries tie-in spans of 4-0-0 from front girder and 4-0-0 from back girder Q 9 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 10) Special ��� �( C. AN�� hanger(s) or connection(s) required to support concentrated load(s) 186.01b down at 22-0-0, and (,1 186.01b down at 13-8-8 on top chord. Design for unspecified connection(s) is delegated to the building designer. Z 'Tcwr C 7180 , LOAD CASE(S) Standard EXP. 06/30/05 k 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 CjVl1 Continued on page 2 T FOFCAl1F� March 21,2003 0 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters incorporation and proper of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For HUI (� general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719 M iTe k`- Job Truss Truss Type Oty Ply .3 Oct 3567 03COFF HOWE 1 1 R8735998 Lnnnfpllnw I —hnr rn Int rhi, ^ r� QRO�a_7n1n (optional) .201 on s Oct 17 2002 MITek Industries, Inc. Fri Mar 21 07:06:51 2003 Page 2 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=-62.0, 8-10=-62.0, 13-15=-14.0, 11-12=-14.0, 15-16=-14.0, 2-19=-14.0, 16-19=-14.0, 8-21 =-62.0 Concentrated Loads Iib) Vert: 5=-186.0 21 =-186.0 Trapezoidal Loads (plf) Vert: 5= -93.0 -to -20=-124.0, 20= -124.0 -to -21 =-93.0 © Warning -Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component to be ® Installed and loaded vertically. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsblllity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding faDdwtion, quality control, storage, delivery, erection and bracing, consult OST -88 Duality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofdn`nyo Drive, Madison, WI 53719 , Y■ i Te k' CD .3 Oct co © Warning -Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component to be ® Installed and loaded vertically. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsblllity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding faDdwtion, quality control, storage, delivery, erection and bracing, consult OST -88 Duality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofdn`nyo Drive, Madison, WI 53719 , Y■ i Te k' #iA kjV. hv- iZ 0 kl; F '7, v j -i", W_� i'O , V-1 _4U "a Zt-\ v�z'. "iA, _4� _VA xi - liX N-, I ,Iry AP7 R1, ivi .27, tv i`�` 4t, �v 4- fi; 4,61 ........ '44 % I, '4 PW tr,', it 4, l -L il'ik� "c", 7- - . , , , - �� p 4; *_4;, i44, a U, 715 *,'4. 70',� 5 A. SS x JH; fl, It - f4 -7- "1-," t21 i!NY-1�1AI-1 --I ,ill' -0 , ji 4Z , L4 K T;� Aii P-1 A -1t, iiA�, Sl eV 41 __bf 0 (v Z� 1 7.. 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