Loading...
HomeMy WebLinkAbout042-010-089TWO STORY STRUCTURE WITHOUT PERMIT 2/24/93 C on v' - S, q 3-12 f•dn I ,f 0 1`368 -BPM "` "` ° 042 01='0=08 9.3_ 9 "�- �`� 92-163 j ,' 042=01-0='089 r�.: POPE, Lorenzo &�,Nanc " j `V POPE',' LORENZO. &f NANCY ; b y Corner Be11n Estates • Dr � &;�BE11 .RD, Chico 3S/2 BELL ESTATES DR,. CHICO 3 :: AG Exemption Permit'' ` n � .' - r r CONTRi MICHAEL •WATTS a t ag bldg CONV AG...BLDG TO SF 9 41, - .042-010-089 PERMIT#94-1947 ' t .POPE, LORENZO " 3515 BELL ESTATES DR., CHICO NEW .SINGLE FAMILY � � ly.�� � /a5 ► -^-: 042-010-089 PERMIT#95-2503 POPE, Lorenzo 3515 Bell Estates Dr..,, Chico Cont ; • Robert Hill New Pri -Swimming Pool �` 0 O I V-, COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 _PE%4T NO. APPLICATIQN AND PERMIT 7s �1Il!) ASSESSOR PARCEL NUMBER 042-010-089 ZONING A5 BUILDING PERMIT OWNER POPE LORENZO TELEPHONE 891-1355 SO, FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 3515 BELL ESTATES DR, T ICO POOL 14,000 CONTRACTOR'S NAME HILL,R OBERT TELEPHONE CONTRACTORS MAILING ADDRESS 199 F SHASTA AVE, CRIC0 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 153.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 23.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDINGADDRESS 11519 _RET J S r' PERMITFEE $ 0 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF J] Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IN Describe Work: P POOL MASTER 91-511 r' Mobile Home I S I GI W 1 20.00 PER MITFEE s Contractor ELECTRICAL PERMIT Filinq Fee 20.'00 Main Service COOV OR LESS ( zooA OR LESS ) 23.00 Main Service ( 200A To 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license_Q in full force and effect.Ex. License Class -' G J3 Lic. No. `3-7 7-10 � OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. SO. OR NS. ( 8 ACC. ) 3.5¢ FT. NEW CCONST. MULTI-OUUTLETLE T NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Occup. ( OUTLET OR FIXTURES) 20 @ 1.00 BAL .50 APPLNS. OR Ex. Occup. OUTLFIXETS LETS (RESID.) EA ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 P000LQ PERMITFEE $0 Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier i2j--:P 1640 • Policy Number f' 6AZd27LP 12.7 —17 4 (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. X� Date ��=rf= l Jr 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. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Mobile Home Installation Fee $ Energy Inspection Fee $ occ R3 CONST. TYPE VN TOTAL FEE $ 281.00 HAZ. I D. FEES IMP FLOOD I COF PARCEL PD HD ISSU 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. C� B D to / Y PERMITEXPIRESON �D (Dat Receipt No. �. Do WHITE-D.D.S.-B.D.CANARY-ASS SOR PINK -INSPECTOR GOLDENROD -APPLICANT 4 4 �JESIDENTIAL 042-010-089 PERMIT#95-2503"" POPE, Lorenzo 3515 Bell Estates Dr Chico Cont; Robert .Hill New Pri Swimming Pool JOB FINALE Signature d=OK , O =Not OK - =Notyable Ready eadMOBILE HOMES' ' =Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas: Location -Test -Wrap: / P'1_11. ft. / /"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 I• 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy i 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts -Bea ms-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card Drl Date Card B-1 Date POOL tans) OK except #'s Setb ks-Easements oils; Compaction -Structure Stability ool Structure; Steel -Connections -Thickness Dea n -lining lec.; ptacles and Lighting, Distances-GFI ec.; Pool Lighting; 15 volts-GFI 6. Elec.:Enclosures; Conduit Entries -Terminals -Listed lec.; Bonding; Metal w/5' -Circulating Equip. -Heater Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit q HP.alt epartment Approval 1 umb.; Cir. Test -Water Supply Test L r - c .orflltc6 l -q6- Date Q•^2 i Card B-1 D to Card B-1 Date I &I( Card B -t ate Card B-1 j=OK O=Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) • = Not Ready Date UNDERFLOOR (Plans) OK except #'s i 1. Zoning -Setbacks -Easements -Flood -Slope I 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit).OK except #'s 16. Water Htr.: Vent -Access -Combustion Air -Baffle 17. Water Pipe: Test & Anchor -Nail Protection 18. D.W.V.: Test -Fittings & Anchor -Nail Protection ------------------------- - ------------------ 19. Shower Pan: Test. First Floor -Tub Access --------------------- -------------------------------- 20. Test Tub & Shower. Second Floor -Tub Access 21. Gas Pipe: Size & Anchors --------- ----------------------------------------------------------------- Date Card B-1 Date Card B -i .------------------------------------ --- ------------------ --------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection ------------ - --- ------ ---------------------------------------------- --- 23. Elec. Receptacles Spacing -Lights & Switches at Doors ---------- ---- ------ ---------------------- ---------------------------- 24. Size Boxes & No. of Conductors -Stapled -- - --- - ----- - - ----------------------------------•---- 25. Romex Installed Close to Edge of Studs & C.J. •-------------- -------------- ------------------------------------------------- 26. Equip. Ground made up w'Mech. Fastners-Bond Gas & Water ------------ --------------------------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor SizerGFI ---------------------------------------------------------------------------------- 22. Subfeed Wire Size r ga. Cu or AI-A.C. Wire Size ' ! ga. Cu or At •--------•-----------------------------------------------------------------• --- 29. Range Circ. / r ga. Cu or AI -Oven Circ. r r ga. Cu or Al. Insulated Neutral O Yes ❑ No ---------- -------------------------------------------------- 30. -Service -Riser Conductors & Ground -Main Disconnect - -------•---------------------------------- -- 31. Equip Clearances Panels-Motors-Mech. Equip. ------------• ---------------------------------------------- 32: Clothes Closet Light -Shower Light -Spa Light ---•-- - -- -- 33. Smoke Detector ----------------...-------------- --------------------------------------------------- Date --------- -------------------------------------- Date Card B-1Date Card B-1 - ------------------------------ - ---------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except a's 34. A.C. Ducts Insulation & Support - -- ------------------------------------------------ -------- 35. Vent Fan Exhaust above insulation -------------------------------------------------------------- 36. Condensate Drain & Overflow: Size- & Grade ------------- -------------- ---------------------------- 37. Furnance-Vent: Access -Comb, Air -Return Air Vent -115 outlet --- - --•------------------------------------ 38. Attic Access & Platform if Furnance in Attic -- --------------------- . Date Card B-1 Date Card B-1 ------------ - - ..... _... - Date Card B -t Date Card B-1 Date FRAMING (Plans) OK except N's " 39 Sils. Proper Material & Anchors - _.. .. ... ....... ... ---- . -..... - 40 Walls Studs -Narang. Spacing & Bracing -Plates -Sound - ---- ------ ---- -- ------------ - 41 Bearing Walls over Girders & Floor Nailing --- --- ------- -12 Draft Stop in Walls (rat proof) - ....... ... . - ----------- ----- 43. Fire Stops. Furred Ceilings -Stairs -Chases -Tub .-------- -----.._..--• ------------ - - -- --- - - - 44 Headers & Beam -Size & Bearing Date FRAMING (Continued)" 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-root Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ 50. Garage Fire Protection Framing _ 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers _ 55. Siding -Nailing Veneer - 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access --------------- _ 57. Glazing Area -Glass Protection -Skylights -Plastic _-_ 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows -- ------------------- Date_ _ Card B-1 _ Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62' Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection ---------------- 64. ------ 64. Bedroom Exiting ----------------- 65. G.F.I. & Bath Fixtures & Tub Access -Spa ----------- -------- - 66. Elec. Trim & Subpanel: Breaker Sizes & Labels ---------------- 67. Stairs & Rails 68. Fireplace or Stove: Clearances -Hearth ----------•--• -------------------------- -- 69. Elec. Outlets at Wood Panel: Int. & Ext. ------------------------- 70. --------- ----------------70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance ------ -- - - ---------------------- ------- - 71. Elec. Outlets & Receptacles at Kit. Counter --------------------- 72. Garage Fire Door Swing -Landing -Closer -------- -------------------- 73. A.C. Duct in Garage -Damper ..--------------------------------------------- - 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection 75. Plb.. Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ---------------------------------- 7;. Insulation -Foam -Looked in Attic O Yes ----------------------------------------------- -- -- 78. Guard -Rails & Deck Construction -Post Caps ------ ---------------------- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No: Walks O Yes f] No: Planters ❑ Yes O No ----------------------------------------- --- -- 81. Stucco: Brown -Finish 82. A.C. Unit Disconnect. Electrical, Plumbing - - - -- - --- --------------------------------- - 83. ---------------------------------83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings -------------------------------------------- 84. Water Well: Disconnect, Electrical. Plumbing ... ----------.---------------------------------- ---- 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground _..... _... - - .- ----------- ------------------------------ a6. Ventilation Throughout House a7. Glass Protection ... ­­ ----------------------------- 88. --------------------------------88. Corrections from Previous Inspections -- ----- ------------------- ---------- ---- --------------- --- 89. Gas Test -Meters Tagged: Gas -Electric ----- -- ----------------- --------------------------------- 90. Water & Sewer Connected -C O to Grade -HD Approval ----- ---- ...--------...----------------------------------- 91 Energy Compliance Certificate -Other Certificates ---_._ ..................... - - ----- Date Card B-1 Date - - ------- .-- -- - - ----------------- Date Card B-1 Date --•-- •-------- ------------------------- Date Card B-1 Date Comments at Final: Card B-1 Card B-1 Card B-1 �rc",'Zrr'y�.3a�?H;ki1�"ti���f/*^.w �r�area�y' ik•���.iM��a"'�'^'�' �1rS�r+�`:�;a� ��'n'�.��iF�s�Y'�."{��ts=n%w�{i++"ti r�"�`' COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, Q,ALIFORNIA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER Lbr&rPC Proposed Building Use pn� I Building Inspector_ A. P. No. 0 Y;a - of 0 - 019 Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . ........................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13.E Flood elevation letter (100 year flood by California Engineer... � � �' 1/T -14. Sanitation and plot plan approval ( Health Department. ......... . 15. City"of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development_ about (A) Improvements (B) Drainage. .......... . 19. Driveway `permit (construction approval required prior to occupancy). .. .. .. . PW nspect on request 20. Pre -inspection for required. .. to Building Inspector. (Date) 21. 'Contractor's license information. No., Name Style, Classification . '+ 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _)........... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ...............................:......... 28. Mobilehome utility clearance . ................................ •? ......... 29. Documentation of legal access . ..................... :................... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ................ 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as olrows: ail "wrier. Mail to contractor. Telephoned hold for pickup at (_S!/UVZ� office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date . Copy of Haz-Mat form sent Health Dept. Fire Dept. Airy Pollution Date Copy of plans sent Health Dept. Fire Dept. Other \ date The following data must be submitted prior t permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: By Contractor, designer, ^w Ler, was advised of above required data by _ phone _ mail Counter by_ Date /0 Contractor, designer, owner, was advised of above required data by _ phone _ mail ,-CO'U ter by _ Date Plans checked by 7k�&2 Date Plans approved by , Date/D /9 Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works E.H. USE ONLY Plot Pka nmchaa .S Scotto B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance /.,arenzo &/f 2, e!hl,.e yZ-Dl0-DB9 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for bedroom mobile home. Other /? /)( 3 8 / ��l �s�jirn A0 �# ) Hold final for: Final clearance O.K. for: NOTE: FA ------ .... M wn, MAE 8/92 `10- /F Date iii� .� � � ® -- ---.. .__.,......_._.... __ . _..i ...._..- ---- - � - - • .. � -• ___._-_ _. ���� iia � � _ � , CD _ U _.. 11._ `= k^' -S2 ..._ 4..._ P • sC:01 aja 10 tn ...... .. _.. .. ' l CL CL t -A CAqz 9A - vl Q br P I - REINFORCEMENT AS SHOWN IS .ADEQUATE FOR POOL DEPTHS UP TO NIN 2.- REINFORCING STEEL. SHALL BE CLEAN, SECURELY TIED . AND- SUPPORTED, 'TO MAINTAIN CLEARANCES AND SPACINGS.,. WHILE GUNITE IS PLACED. 3 - GUNITE PROPORTIONS SHALL BE -ONE (1) PART CEMENT TO FOUR AND ONE HALF (4 -1/2) PARTS SAND, MEASURED ON A DRY,.LOOSE VOLUME BASIS,. AND SHALL HAVE A. MINIMUM. COMPRESSIVE "STRENGTH OF 3000, PS.I. AT TWENTY-EIGHT (28) DAYS. 4 --= SURFACES, AGAINSTWHICH GUNITE IS PLACED, SHALL BE WETTED PRIOR TO COMMENCING OPERATIONS'. 5- F'(R. PC--XXS FROM 40 ft. TO •6Z ft. LONG AND/OR 20 f!.- TO 25 ft. WIDE USE 3- #4 IN BOND BEAM WITH #3 TdES AT 24"-'O.C.. �F C ALS GEf�EFLAL NOTES - I. POOL. TO BC GUN ITE CONSTRUC-T\ON. Z. GUNLT� Z8 -DA`! COMFiZESS1VE 3. GUN VTF_ S"At L_L BE. 7t1AGED AGAINST UND1STl,4 OAMPE�AEC) SOIL 4. LIGH-7, L.AODF_R, 01V)tAG BDARO AN[)- GRAB R� ro BE GROUNDED To REIN FORG>`MEN-T wri BRASS r�FcoUNotNG CLgt�PS' ANc] NO. 13 -t?,/ Co> --p FR �cr P6,r) 611-91 ROBERT T. HILL & ASSO IAJ HILV'C0NST. 377409 lot Vic k Is -- '�A� ..._.� - i - i � i �, i � ��- , .; ,• : ;� ;Q �•,. -- � -I--` ---! FGA--L�!✓G= CL ---t�e.Nf )•JCI 1 '' I! Sp(:.�� y ash'.,.. t:.. . . 8 , i ! ; a: •us�l I 1 1 I I . i--- 1 •i• .� -g. I. � 7�ii� ��Iv 1 !_ 16' " �3ss 1. (�21©/Da. Al ssoc, I Avg G1.1GCJ CA 9E��7 I 'PLidi )_7177'Pt�At-,,43, LJ LM06 ;:.I I 2-0�1O�O�aq� 00 I Ela+__ �'•<',^ Uc u t: tl �i4 S 1 1 ; I i APPROVED, 1 , j SEt-Bac,K,j . Butte' County Environmental Health I i ! j \ : ' 1 ; ., i I Date �--T----Si nature <—�— —� 1 &!-fr Y V RESIDENTIAL (042-010-089 PERMIT#94-1947 ;POPE, LORENZO ; 3515 BELL ESTATES DR., CHICO NEW SINGLE FAMILY to pIN � WcLe-� �3A LUG g OFFICE COPY Address GAS Meter Date—_ E ELECTRIC 1� Meter By Date '( 6 i w V= OK 0 = Not OK Not Applicable Ready'MOBILE HOMES ' Not Ready Date/Initials MOBILE HOME UTILITIES (Plana) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Solis; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 Concrete 4. Water; Location -Teat -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L"ft. / /"Nat. or/ /" L"ft./ /"LPG 7. Well Clearance & Disconnect 8..Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'a 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy OF MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails Wood Awn.; Posts-Beams-Rftrs: Connectors E • �r ` Shthg.-ft.-Bracing } , 5. Alum. Awn.; Columns-Connections-Splice-Decal=Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings N. Date/Initials POOLS (Plans) OK except #'s t 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-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 ` I V=OK °=oOK °Applicable RESIDENTIAL (Sing% & Duplex) = Not Ready Date/Initials UND_ OOR (Plans) OK except #'s jJ-f4fL . zoni Setbacks -Easements -Flood -Slope ain; Soils Elec. Grnd.-;�Ftg. Depth . Ftg., Garage; Soils-Steel-Elec. Grnd. / /" Ftg. Depth 4. Ftg Porches & Decks; Soils -Steel- / Depth toails, Main; Steel-Blockouts-Wrapped . temwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel l -/J i-D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 14 -Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pi ums & Ducts; Clearance -Material -Support -Ins. l •j. 1 . Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING Permit OK except #'s eter Htr.; Vent -Access -Combustion Air -Baffle 1 at Pipe; Test & Anchor -Nail Protection I D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 0. Test Tub & Shower, Second Floor -Tub Access Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'s -22-Fixt 'Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors 2 Size_Bex6s & No. of Conduct -o -Staple omex Installed Close to Edge of Studs & C.J. 26. qui Ground made up w/Meth. Fastners-Bond Gas & Water Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At enge Circ. If.1 ga. Cu o irc. / ga. cu -o& Insulated Neutral es u No -30. ervice-Riser Conductors & Ground -Main Disconnect -TEgy)p!Clearances Panels -Motors -Mach. Equip. 3jothes Closet Light -Shower Light -Spa Light SWISmoke Detector Date/Initials MECHANICAL Permit OK except #'s Mr-A.C. Ducts Insulation & Support le -Vent fan; Exhaust above insulation ndensate Drain & Overflow; Size & Grade §7."Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet ttic Access & Platform if Furnance in Attic Date/Initials FRA Plans OK except #'s �iFs Proper Material & Anchors )afWStuds-Nailing, Spacing & Bracing -Plates -Sound Be 'ng Walls over Girders & Floor Nailing 4 . Draft Stop in Wells (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) 4 . angers -Post Ceps-Anchors-Connecto 46. Ing. Joist-Rftr. ties -Puri In -roof B -Trus Shthng.-Rfng. 4 replace Ties or Type A Flue -Fireplace Throat clearance X -Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4 . drm. Windows or Exiting Doors -Sill Hgt. & Dimensions 56�gge Fire Protection Framing --Sq. ro rty Line Firewall & Openings 5 . t. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Sts?, , idth-Headroom-Rise-Run-Landing-Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers -35.-Siding-Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. SW Walls; Nailing -Bolts Ins n -Walls -Ceilings . Inf i ltration-Wal ls-Windows Date/Initials FINAL Plans OK except #'s xt. Steps -Door & Sidelight Protection -Landings '621"Smoke Detector g3 -"Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection Bedroom Exiting 5.G.F.I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails . Fireplace or Stove; Clearances -Hearth Elec. Outlets at Wood Panel; Int. & Ext. 0. it.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance A. Elec. Outlets & Receptacles at Kit. Counter erage Fire Door; Swing -Landing -Closer 3. A.C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection . Plb., Elec. & Mach. Equip. Listed for Location *'Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 7 nsulation-Foam-Looked in Attic ❑ Yes uard Rails & Deck Construction -Post Caps 165'Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes Following instld.; DrLvve.P Yes No; Walks ❑ Yes EPWo, Planters ❑ Yes WNo 82. A.C. Unit; Disconnect, Electrical, Plumbing 83,.Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 1 -84 -Water Well; Disconnect, Electrical, Plumbing . Exterior Elec. Trim; G.F.I. Receptacle -Underground 86,.4entilation Throughout House W.. Glass Protection Corrections from Previous Inspections r 1 /Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval Enerav Comonance Certificate -Other rArtifirataa at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SEJRVICES - BUJILDING DIVISION • - - 7 County Center Drive - Oroville, California 95965- Telgphone (916) 538-754 - /PERMIT No. APPLICATION AND PERMIT ASSESSOR PARCEL NUM BER 042-010-089 ZONING A -:• BUILDING PERMIT OWNER LORENZO POPE TELEPHONE 891-1355 SQ. FT. OCC. BUILDING VALUATION 5971 R 284,634.00 OWNER'S MAILING ADDRESS 773 SKYWAY AVE, CHICO 95928 1619 M 99,176 - CONTRACTOR'S NAME UNKNOWN345 TELEPHONE 4,489 -00 -nn 135_ CONTRACTOR'S MAILING ADDRESS Fireplace Total Valuation $3a I CONSTRUCTION LENDER UNKNOWN Filing Fee n$929.82 20,00 LENDER'S MAILING ADDRESS Permit Fee 0.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 3515 BELL ESTATES DR CHICO PERMIT FEE -S 2403.32 PLUMBING PERMIT Filing Fee 20.00 Each Trap 191 7.00 133.0 Solar or heat pump water heater 23.00 Water piping 15,00 15. 0 LOT NO. 2 SUBDIVISION'S NAME 1 PARCEL MAP 1 109-30 Each gas water heater or vent 2 15.00 30.0 USE OF STRUCTURE SF CIX Duplex O Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 15.0 Building sewer 15.00 15.0 Mobile Home S G W @20.00 TYPE OF WORK New §1 Addition ❑ Remodel ❑ Utilities C) Installation ❑ Other O Describe Work: 5 BDRM ' PERMIT FEE $ 228.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 101 OR LEI ) 200A OR LESS 23.00 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW ADDNS T' ( ° &EACCGBLOS.up- ) 69Q3 3.5c F°: 241.60 CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) Cl I am exempt under Sec. Business and Professions Code for this reason NEW CONST. MULTI -OUTLET •NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 BAL. @ 1.50 Ex. Occup.FIXED APPLNS. OR (OUTLETS IRESID.I EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 284.60 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ ivi 9n Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to46 enter upon the above mentioned ro erty for inspection purposes. I also afire to savXy and harmless the County of Butte against all liabilities, ju gmentsexpenses ich may in any way accrue gainst said Coun in • nsequueranting of ' permit. X " Date Signature of Applicant Owner O ontractor O Agent An OSHA permit is required for excavations over 5"0" p yand dem I'tiqo� construction of structures over 3 stories in height. yjyy 0r� Mobile Home Installation Fee $ Energy Inspection Fee $ Q0 c corms rrPE V TOTAL FEE $ 3095. 42 MAz O. FEES -IMP FLOOD CDF PARCEL PD {� ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for hich fees have been DIRE OR OF PUBLIC WORKS d, a PERMIT EXPIRES ON (Date) provisions to do work paid. ate Receipt No. 166960 PLAN REVIEW 1019.20 p�(o WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD PP CANT :2D COUNN YZOF BUTTE \' >� BUILDINC,,DIVISION , DEPARTMENT OF«,DEVE ,PPMENT SERVICES. 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 .. CORRECTION NOTICE J20 -19 OWNER PERMITAO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. �svLIo-y d vs6 A/Ji P z� TDate � �4-�2- Inspector REV 10192 _s TDate � �4-�2- Inspector REV 10192 COUNTY OF BUTTE r ` BUILDING DIVISION . DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 Y `r 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 10`7 OWNER PERMIT NO. { A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. i Date ' Inspector REV 10/92 05/02/95 13:10 $910 243 4027 MOSS LUMBER RDG. MOSS CHICO Q001/001 1111: is! •93 ism I APA'AWFF11110 I one Certiticate of Conformance Certificate . N° 33042 THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products identified below and marked with a collective mark of American Wood Systems (AWS) were man- utaotured in accordance with the specifications Indicated below. - Zr-ANSI StarfdaRM490.1.1992,-for-Strurctud-Giuu& aminated•TiMber ----- J Job Name KELLE9 LUMBER SALES Job I.OrAtlon REDDING CA Customer'd Order No. 3369 Date 11--15-94 Migr's Order Na 5116—C PROOF LOADED ENA JOINTS 24F -V4, KP GLUE, ARCI1 APP, INDV WRAF signature !t�8.� — _ "nde QUALITY CONTROL Company ROSBORO WMBEI4 CO, Addreas SPRINGFIELD, OREGON Data 11-15-94 IT IS HEREBY CERTIFIED that the structural glued laminated Umber produetlon of the above-named manufacturer which carries a collective mark of Amorican Wood Systahis (AWS) Is subject to regular audit by American Wood Systems, such audit,conslsting of the inapbotioh with robsohable frequency of the manufacturing process, with adequate sampling'to verify the quality of gluiam construction and the adequacy of glue bond. byIL JV Thomas G. Williamson Executive Vice President AMERICAN WOOD VSTEW -- A RELATED CApanoetinu nc•eutone•- •----•- � BELL ESTATES.DRIVE CHICO BUTTE NUMBER AND STREET CITY COUNTY SUBDIVISION LOT NUMBER PLAN NUMBER DESCRIPTION OF INSULATION CEILING BATT OR BLANKET TYPE .. FIBERGLASS THICKNESS (INCHES) I.Z LOOSE FILL TYPE INSULSAFE III CONTRACTOR'S MINIMUM THICKNESS INCHES EXTERIOR WALL BATT OR BLANKET TYPE -.FIBERGLASS THICKNESS (INCHES) 4/'7 BIB SYSTEM . INSULSAFE III CONTRACTOR'S MINIMUM THICKNESS BRAND NAME_ CERTAINTEED .THERMAL RESISTANCE (R -VALUE) BRAND NAME,_ .CERTAINTEED THERMAL RESISTANCE (R -VALUE) BRAND NAME CERTAINTEED Q . THERMAL RESISTANCE (R -VALUE) 7: BRAND NAME_ CERTAINTEED 4 THERMAL RESISTANCE (R -VALUE) RAISED FLOOR . MATERIAL FIBERGLASS / BRAND NAME CERTAINTEED THICKNESS /7 INCHES . THERMAL RESISTANCE (R -VALUE) DECLARATION I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE BUILDING AT THE ABOVE LOCATION_ IN CONFORMANCE WITH THE CURRENT BUILDING ENERGY EFFICIENCY STANDARDS FOR NEW RESIDENTIAL BUILDINGS, CONTAINED IN TITLE 24 OF THE CALIFORNIA ADMINISTRATIVE CODE. /L.�c�S.GG1i �. /-/icy 96 � GENERAL CONTRACTOR (BUILDER) LICENSE NUMBER • �NA�TUREqF Ill .` �► DATE SHASTA INSULATION 272941 SUB -CONTRACTOR (INSTION INSTALLER) LICENSE NUMBER t✓ PRODUCTION SUPERVISOR SIG TUBE TITLE DATE r[' •r-+'atnwv,P"rfl.7iMt-rr`y;jn+.i^nC'la'Y$'NSkt>f+F-n. �'M i b`,� '."� , 'D"^!aN 6' ,.t..n.yr+, 7, Dirt. ' COUNTYOF BUTTE - DEPART�MENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7C0bTYCf NTERDRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 OWNER PEOIT APPLICAT ONI DATA SHEET 1 eA%Z6 Z>e-, A P No 0yZ Proposed Building Use Building Inspector Date I At time of permit application, I Was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and talcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement,of Intent for Non -Heated and A/C Buildings ..................... . 8. Engineered truss details and layout in duplicate (required prior to-ptan=check)._ 9. Mobilehom.e data e-manufM o s 2 set�j 10. Fees of o (oa.°=:..� ��r�.T��.1"�v%�� 11. Impact fees as shown on attac ed schedule . ............. _ �. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) y California Engineer . .... ....... .. tC� Health Department . ........... 14. Sanitation and lot Ian approval 15. City of Chico plumbing permit. ..fi 16. Plot plan and business license approval from City of Biggs/Gridley. . eEz 17. Planning approval for (A) Use: i>"' (B) Parking: . . . 18. Contact Land Development.about (A) Improvements (B) Drainage. .......... . �jW6,19. Driveway permit (construction approval required prior to occupancy). ... . Pre -Inspection request- 20. Pre -inspection for required. . . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22 Certificate of Workmans Compensation Insurance. 23. Owner -Builder Verification (Given to owner, , Mail to owner ............ Recorded copy of Agricultural Acknowledgement Statement . ................. . 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ..................... :.................. t s 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. ............... ............. 31. Existing violations/expired permits . ...................................... 32. Plan check lisJ,. ....... 33otl�l� 34. When ou issue the permit, process as follows: Mail o owner. Mail to contractor. Telephone .3 - 55 and hold for pickup at office. Deliver with inspector. Other „ Parcel Creation .7 7 / g� Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air P to lution I Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to 1. Index permit for above items No. 2. Additional items required: new item not checked above). Contractor, designer, owner, was advised of above red yiFecbda(th4?Y,0 } "phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above r wired data`by tj4phone�_ mail Counter by _ Date �� Plans checked by Date 8� %a ; I�P_I�nsrp�r1oed,by [ Date Sets of plans on hold in File cabins AP folder -Ccf Copy - Department of Public Works I e - -�J , E.H. USE ONLY Plot Plan Attached C� Ploor Plan Anache !�' Seat to B.D. ia1 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance e. Dr.; 'Oleo Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for bedroom mobile home. Other 1: �e �d m /1�S/dne e Hold final for: Final clearance O.K. for: R/92 r r 'FST H vr�)7�lwT.•i"w: !jt(..2 F.+Yl to*"r.Y ., ... .4 �. "6Ak COUNTY.OF BUTTE.- DEPAKMM OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541 OWNER/%� �� A.P. # PROPOSED BUILDING USE DATE l z REC. # DATE REC V/ 1. SCHOOL DISTRICT FEES LCD / (paid at District Office) .......................... 1/ 2. SHERIFF FEES _ (paid at Building Department) Residential...... x =$ unit amt. Commercial (sgft) x =$ ,sq.ft. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ # units amt. Commercial (per sq.ft) x =$ / sq.ft. amt. ✓ 4. RECREATION DISTRICT FEES n D q (paid at District Office).......................... / 5. DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. 6. SRA FIRE INSPECTION AND PLAN CHECI = $89.00...,., (paid at Building Department] 7. OTHER 8. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE" I � x COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION '•,.,,r„r 7 County Center Drive - Oroville,-California 95965 - Telephone (916) 538-7541y j PERMIT NO: APPLICATION AND PERMIT Y-- ASSE R PARCEL NUMBER �{ 1 /21 -D /D —e)82 U 7 ` ZONING , , BUILDING PERMIT OWNER D , a_ o ELEPHONE x i-135 SQ, FT, OCC. BUILDING VALUATION _ .. �'! '- V �_ " OWNEWSS MAIUNz�C ADD ESS r' /� ,/'� Q S ){� / 7 V G._ �jQ/�� �J C / U �. CONTRACTOR V - F, _ , 1 l TELEPHONE 9.1-fy •/i O CONTRACTOR'S MAILING ADDRESS Fireplace ✓ x mo CONSTRUCTION LENDER UNKNOWN Total Valuation - p�- I' Filing Fee $. LJ J 20.00 _ Permit Fee 3a S Plan Checking Fee $ c � - IEN DEfYS MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS • Penalty $ -. BUILDING ADDRESS PERMIT FEE $36 PLUMBING PERMIT Filing Fee 20.00 C eG �S S �i 11 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 / d" LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE /G� ` SFW Duplex O Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 261— Building sewer 15.00 j Mobile Home S G W @20.00 TYPE OF WORK New/AdditioO n ❑ Remodel UUtilities ❑ Installation ❑ Other ❑ Describe Work:``f 1 _ PERMIT FEE $ o�� Contractor ELECTRICAL PERMIT Filing Fee 20.00 600v 0 Main Service ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST! OWEILING OCCUP. SO ' .Z ADONS. 6 9 ( 21 ACC. BLDS. 3.50 F7. _ CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O Iam a licensed underrovisions of Chapter 9, Division 3 of the Business and P P Professions Code and my license is in full foice and effect. °4 '• License No. Classification O I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON.RESID. ( BRANCH CIRCUITS ) @7.SO ( POWER APPARATUS ) t 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 Bal. so , FIXED APPLNS. OR Ex. Occup. OUTLETS IRESID.) EA. 5.00 ( ) Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. O I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor O MECHANICAL PERMIT Filing Fee 20.00 Heating ` 7 V5 a, Cooling - r Hood 6.50 ` Ventilation PERMIT FEE $ 3, Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way a rue a inst said County in consequence of the granting of this permit. X Date Signature of Applicant - O Owner ❑ Contractor O Agent 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 $ v iCONsr. J TOTAL FEE AZ D. FEES IMP — FLOOD CDF PARCEL PD UE �' '� This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. J0 BY Date PERMIT EXPIRES ON !Dare! Receipt No. liv k 1 0 19 "� WHITE-D.D.S.-B. D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ru �P �gJ� GAJ "Y', f�C`�I�_���.rp r„ _. .,'t!'s�f�'%�Fi�'r "'h„s"" � �._�-..-oa.:.,.w•�...•p•3P:.'�'0.-•c—rr-.wy�s...a,.�..wy'R-o.����Trx-1C.r•+ij•v,i;�cf^['�i+�i?l1pr.'f^-nw••.v-;ti*•T^'��II G'�%'��i""aFfry��!%�'A„w�w;*�•� r fTq BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM i (One Form Per Building) Y tia School District CH (C 0 Building Department No. A.P. Number -- Offiurisdiction ❑ City [ County II Property Owner Property Locatic Subdivison Lot No. Residential Development ,� ❑ ❑ Sq. Footage Jam' 27 No. of Living MHI Addition (Group R) Units Comme New 0 "Sq. -Footage Addition (Including Exterior RooV Areas) Date District Identification No. e Q so l oQ I �School District certifies that P o (A licant) (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. —% by payment of $ 610&. / representing 5077 square feet. ❑ Check here if fee received represents "Full Mitigation". q laq /9 School District Representative Date Sc,c ScA.-) Paid by Check # no --:T-- Remarks: Bank Number Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the.School District is notified by the applicable Local Planning Agency that this project is being reviewed under. the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fullv mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmk, (4/94) .P* BUTTE COUNTY PARRS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA RECREATION � �A1JDsPARR DISTRICT Assessor Parcel Number(s) Property Owner),e eAJ4) Project Location/Address Subdivision Lot Number(s) Residential Development: (check one) _ New Development Alteration/Addition _Mobilehome(s) Non -Residential to Residential Total Number of Dwelling Units Comment: ' `7 �-7 Building Department Representative" Date hico Area Recreation (Applicant Name) 3 5 (Street Addres ) (City) Park District(CARD) certifies that (Phone Number) cA �s9�a (State) ( Zip Cod) has complied with the requirements of Butte Co. Resolution No. 90-140 by °i payment for r dwelling units @ $1,189 for total payment of $ �, CARD" //Represena�t�ive Date PAID•BY CHECK NO. ! REMARKS: BANK NO. -670 — 719 9 y lJ PAID BY CASH RECEIPT NO. Distribution: White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod= -City of Chico Building Dept. 05 {/' park.fee (form revised 11/90) tlL �i 3j e; .GE F ► 3 - RESIDENTIAL RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S:F., DUPLEX & MISC. ONLY) OWNER Bldg. Permit # A . P.. I - J Plan Checker GENERAL - Zoning requirements: (sideyards and number of permitted living units). Valuation. :3'.'*' Plans signed by designer. `:,xisting 1 oper description of work on application. violations on property. PI.Recorded tems on data sheet. N.C., fees, Health, Developer Fees, License law, etc). notice of violation. PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. �. Grading, fills, drainage. Flood hazard. Special conditions on creation map, ustible, and foundations). FAU & FAS road setback. (noise, CDF, fire sprinklers, non -comb - Building or utilities across lot lines (Record form). FLOOR. PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207).. Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). F�' GFCIs in baths,.garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and•eicterior receptacles for main tenance of mechanical equipment. Locations of water heater, heating and cooling 'equipment, other electrical or gas equipment. B: Garage firewall, door size, and closer (Sec. 503(d)(3)). r 1 - 3'0" exterior exit door (sec. 3304 (f). 2. Fireplace and wood stove location, alcoves, and clearance. 3'. Smoke detectors (Sec. 1210). 4t Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 1. Standard bracing or engineered design (Table 25V) 14 *eAlTle# 2. Unusual shape, size, or split level house requiring lateral design. 3. Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. '-3-. Foundation plan complete enough to construct building. - --.& Floor construction details complete enough to construct building. --'. Elevations and wall construction details complete enough to construct building -�€- Roof construction.details complete.enough to construct building. Fireplace construction details and calcs if necessary. -48. Rafter ties or bearing ridge beam. Garage door or porch header sizes. -12 Stud heights. `1-3-: Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection required. 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306) . Guardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). 'Proper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). Attic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). . Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. s'CDF responsible area requirements. • --2� RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX &*MISC. ONLY) �1 7 Bldg. Permit # OWNER A.P. # = / GENERAL Plan Checker. e;<6­ 4'-.---Zoning-requirements: ;<6 - ',Zoning requirements: (sideyards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. -i—Existing violations on property. C6 Items on data sheet. (W.C., fees, Health, Developer Fees; License law, etc). Recorded notice of violation. PLOT PLAN [,Special Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. conditions on creation map, (noise, CDF, fire sprinklers, non-comb- ustible, and foundations). I FAU & FAS road setback. ,. Building or utilities across lot lines (Record form). FLOOR PLAN ;Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). r' Skylights (Chapter 34 & Sec. 5207). ? Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). !Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. 0—.Garage firewall, door size, and closer (Sec,. 503(d)(3)). 1!1 - 3'0" exterior exit door (sec. 3304 (f). 3-.-hreplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS '0 Standard bracing or engineered design (Table 25V) 2. Unusual shape, size, or split level house requiring lateral design. 3. Clerestory requiring balloon framing and/or engineering. i4�.- Three story building requiring engineered calculations and plans. -3: Foundation plan complete enough to construct building. •�' Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary._ . Rafter ties or bearing ridge beam. Garage door or porchE5 ader sizes. 2. Stud heights: 3� Adobe soils - special foundation design. Retaining walls requiring design. . Special Inspection required. 8491 RESIDENTIAL PLAN CHECKING GUIDE Qc ' MISCELLANEOUS ITEMS TO LOOK OUT FOR • Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 33060). Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. . Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). Attic access and ventilation (Sec. 3205). . Underfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. 15. Energy design. Flashing at all exterior openings. CDF responsible area requirements. RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit OWNER Phi A.P. # Plan Checker GENERAL e Zoning requirements: (sideyards and number of permitted living units). 2KValuation. lans signed by designer. 4. Proper description of work on application. Existing violations on property. 6� Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). ;7'Recorded notice of violation. ' 4 ay PL PLAN �71-' 0,tj 'Wali. &1WW10 complete parcel size and dimensions. 'T Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map, p, (noise, CDF, fire sprinklers, non-comb- ustible, and foundations). •, FAU & FAS road setback. _ Building or utilities across lot lines (Record form). FLOOR PLAN ' '' -4, Complete to scale plan with dimensions. 2• Required windows for light and ventilation (Sec. 1205). J Required windows for second exit (Sec. 1204).- Skylights (Chapter 34 & Sec. 5207): Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. . Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door '(sec. 3304 (f).- . Fireplace and wood stove location, alcoves, and Llearance.. 3: Smoke detectors (Sec. 1210). �J Plumbing fixtures, water closet clearances and shower size. S RUCTURAL DETAILS Standard bracing or engineered design (Table 25V) Unusual shape, size, or split.level house requiring lateral design. �-3- Clerestory requiring balloon framing,and/o.r engineering,. •-Er Three story building requiring engineered calculations and plans:. ' -• :► 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building ��.► Roof construction details complete enough to construct building. fireplace construction details and calcs if necessary. ` Rafter ties or bearing ridge beam. ,r • lluli�Garage door or porch header sizes. In 2 �% ", Stud heights. _C�; ' Adobe soils - special foundation design. 4 Retaining walls requiring design. _ ,? . Specaal Inspection required. ,t• RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). uardrail details (Sec. 1711 & 3306(j). rick or stone veneer (Chapter 30). Exterior plaster - weep screeds ('Sec. 4706). Proper roof pitch for roof convering (Chapter 32). Roof covering -type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. • Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). • Attic access and ventilation (Sec. 3205). . Underfloor access and ventilation (Sec. 2516). • Combustion air for fuel burning appliances - L.P.G. requirements. EOise requirements on duplexes. nergy design. Flashing at all exterior openings. CDF responsible area requir ments. � ����� � •S _�o ✓ _ Dov ��� - G��Gr�.,J •' �i/sl�-y�vri� Gam✓ . T T g' _5 camo J /ti �e� �� dye (�,►'� 5 r --/.0/-u — 1:� SPECIF/CA-TIONS 1. CONCRETE - f c= 2000 PSI @ 28 DA YS 2. REINFORCING - ASTM. A615, GRADE 40 MIN . J. BLOCK - GRADE N, fm =1500 PSI @ 28 DAYS 4. GROUT - f'c= 2000 PSI @ 28 DAYS 5. MOR TAR - TYPE S, 1800 PSI @ 28 DA YS 6. LAP SPLICES - 20" MINIMUM THIS FREE STANDING RETAINING WALL IS DESIGNED TO SUPPORT LEVEL BACKFILL, NO' SURCHARGE, AND WO SUPERIMPOSED LOADS BACKFILL TO BE NON -EXPANSIVE, GRANULAR MATERIAL. PROVIDE FOR DRAINAGE BEHIND WALL BY PERFORATED DRAIN PIPE OR WEEP HOLES THROUGH WALL. 8XBX16 CMU FULLY GROUTED 4 7f4 @ 32" O.C. HOR/Z � BA CKFILL 114 @24- 0. C. VERT DOWELS TO MATCH VERT RE/NF 2" TO FACE OF BAR UNDISTURBED SOIL „ 3"CLR o . 1 - #4 CON T. IN F0071NG 4'-0" MAX 12- . 3" CLR 18" I 8" MAY OMIT FTG KEY FOR HEIGHT OF 2'-8" • OR LESS OTHER HEIGHTS OR CONDITIONS REQUIRE ENGINEERING REV DA 1F REINFORCED CONCRETE BLOCK RETAINING WALL SCALE J14' -P-0- =o' DA TE. 4/92 BUTTE COUNTY BUILDING DEPARTMENT� DWG: WALLS STD 12.7 � 0 ' 1, 1 a o -a CUklAz T M .T 'Ts.—fie Spy 1 r ` 7;411�1 T DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965., Telephone: (916) 538-7681 RONALD D. McELROY Deputy Director FACSIMILE TRANSMITTAL COVER SHEET TO: FAX PHONE NO: q4 S,/ 19 (253 2 - NAME: DATE: ll/9 TIME: 05 FROM: FAX PHONE NO: 916/538-2140 PHONE NO. 916 538-7681 NAME: d 6L S eX-XV 12 TOTAL PAGES INCLUDING COVER SHEET: MESSAGE: rag K awn rlo f 4- �C. �'`2 �5 . �Ad 4.1'2da-- n R427 / 3 IC L -ft 0.29 4.28 7.00 9.72 13.71 W L -R: 0.29 7.00 13.71 )RD SHALL BE LATERALLY BRACED KITH PROPERLY CONNECTED a SPACED AT A MAXIMUM OF 24' O.C. AOR PLATES DESIGNED FOR GREEN LUMBER PER NDS 3.1B. 2X4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM 3RACING @ 72' MAX. D.C. REQUIRED. 'ATTACH WITH 4AILS. BRACING IS NOT REQUIRED IF A RIGID CEILING BCHED DIRECTLY TO BOTTOM CHDRD, BRACING MATERIAL SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE I BY ERECTION CONTRACTOR. 1.5X3 7-0-0 2 -D -o o Ft -1065f b- 3.50' REV 15.6.8 SCALE - 0.5000 DC DESIGN CRIT: UBC REP•R427- 93532 - ' s CMU+ C LL 16.0 PSF DATE 12/30/92 xoa P ga vv C DL 10.0 PSF DRHG 3,045 639 CA-ENsj,-. w oao ka C043945 C� OL 5.0- PSF D/A LEN. 14-0-0 e" srfjtXL 63443 T:LO. 31.0 PSF ur Ma, - t .1=.25 --' PITCH " '-6.0/12" .FaC.- SPACING 24.0'- —[TYPE s164/ (�vEn) .14 Tisza .0 peSl G &Z Z GUI GC 5 i pg+167 rn�egs CaDl2/J/R%ft'�� /'o11vT W�� /1/ G�NEl?A-(—, 6WlC/J/at1,5 A�Sl6a/6:�C (,,beeq. orc tW,G iz,) lf'r&J T OZ�I� S�tG�orcT SYST�� Foy ��on,�m�cE Wf7`%I KGS D� 16' -AJ . � �f�GC Ei✓0 �Y"�g��S �'E�i/��L��' ��u.ss AUG 11 '94 03:44 PM ZO p�'o 7' Page 2 N k�?��N/�/G G✓��C To �-cC� DOf,-TE l�.035 K CdAvc6NT �n o fi�'onr GIIZD�� 7�ec� No��Y MEwe6g i5Elw SUB J"E �NU,� Y Sat S. C�p�ZC)����ILO C,�Gcs Lr�l� 13 wr?"K ,f7 S un/G NDTE 7/ZI/�l.E 2 �y �a no � 2- SCK C,�L �.S �►. a � s�6't/ --------- - - - - - - Page 3 AUG 11 '94 ©3:44 PM p , T, jW LIN") /1t/ GFiVz%46, 096 u AJ 1 Igo Ir qt if Job number >>E94036 Structural calculations for Project »Pope residence Plan >>Revisions to storage area Name >> Address >>Butte County, California 8:54 AM 9/ 1/94 Architectural Engineering Specialists 20 Constitution Drive Suite A Chico, California 95926 (916) 895-1125 (916) 893-0532 Fax Note: Reference plans by others. No judgement or opinion is rendered or implied regarding aspects of this structure not specifically noted herein. 22-141 50 SHEETS 22-142 100 SHEETS AM PAO 22-144. 200 SHEETS t t N 22-141 50 SHEETS 22-142 100 SHEETS HMPAO 22,144 200 SHEETS C aN _ 5 C 91 N N C O- O MAXSPAN2 1:53 PM ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - span capacity 8/28/94 Description >>Typical storage floor joists ------------LOADING DATA -----------;------------GENERAL DATA ------------ Dead load > .011 ksf ;Load duration factor > 1.000 Live load > .115 ksf ;Joist spacing > 12.000 inches Total load > .136 ksf ;Repetitive (Y/N)?> Y Tributary load > .136 klf ------------------------------------ Concentrated ------------------------------ ---Concentrated load> .000 kips Eq uniform load > .000 klf ---------------------------SECTION PROPERTIES------------------------1- Member thickness > 1.500 inches Member width > 11.250 inches Section modulus > 31.641 in"3 Area > 16.815 in"2 Moment of inertia > 171.919 in"4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fcl Fel E DFL NO2 815 515 95 625 1300 1600000 Size factor Cf > 1.000 .(APPLY TO Fb) Size factor Cf > 1.000 (APPLY TO Ft) Size factor Cf > 1.000 (APPLY 10 Fcu) Repetitive member factor Cr > 1.15.0 Adjusted values Species Grade Fb Ft Fv Fc1 Fell E DFL NO2 1006 515 95 625 1300 1600000 -----------------------------MAXIMUM SPANS ------------------------------ Max. span as limited by: Bending > 12.493'feet Shear > 15.111 feet Total load deflection (L/240) > 16.695 feet 6TL > .835 inches Live load deflection (L/360) > 14.995 feet 6LL > .499 inches -------------------------CONCENTRATED LOAD CHECK-----------------------= Check uniform OL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform OL > .000 kips V concentrated load > .000 kips V cap of joist > 1.069 kips <ok> . % of allowable > .000 M uniform OL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 1.653 ft -kips <ok> % of allowable > .000 ---Deflection--- Uniform OL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 IN TR JST2 1:54 PM -------------------------------------------------------- --------------- Rev 9708-93 I JOISTS 8/28/94 Description » Typical storage floor joists -------------GENERAL DATA ---------------------APPLIED LOADING ----------- Span length > 12.150 feet ;Load duration factor > 1.000 Spacing , > 11;000 in. o.c._Dead load > .011 ksf Joist/nail/glue > 0 J%G/N/N ;Live load > .115 ksf Repetitive ? ' > Y (Y/N) ;Total load > .136 ksf LL deflection L/ 480 ;Tributary load > .136 klf TL deflection L/ 140 ;Concentrated load) .000. kips Eq. uniform load > .000 ksf -------- =------------------MEMBER DESI6N LOADS -------------------------- Tributary OL + LL Maximum moment > 2.551 ft -kips Use for joist design Maximum shear > ..833 kips Use for joist design Max. reaction > .833 kips Use for connector design Concentrated load + tributary OL Maximum moment > .106 ft -kips Concentrated load at midspan End reaction > .061 kips Concentrated load at midspan Maximum shear > .061 kips Concentrated load near support --------------------------------JOIST DATA ------------------------------ Enter depth: 11.880 inches Series Moment Shear Joist Nailed G/nailed Depth K BCI/45 4.031 1.080 0 321 11.880 3.410 Allowable moment 4.031 ft -kips Allowable moment with LOF 4.031 ft -kips > 2.551 ft -kips. Allowable shear 1.080 kips <ok> Allowable shear with LDF 1.080 kips > .833 kips I - joist glued and nailed 321.000 in"4 <ok> --------------------------------- DEFLECTIONS ----------------------------- Dead ---------------------------- Dead load deflection .023 inches Live load deflection .263 inches L/ 558 <ok> Total load deflection .286 inches L/ 513 <ok> . 46 22-141 SO SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS -T _J C -a G N 64 !!CJ^ N G. r N \ �1 10 -T _J G !!CJ^ N r G !!CJ^ \ �1 10 p +; 1 C) N � \ N i Ol I . S 4:28 PK -----_----------------------------------------------------------------- Rev 9-13-93 SIMPLE SPAN BEAK - UNIFORK LOAD 9/ 4/94. ------------------------------------------------------------------------ Description >> FB -1 ---------------------------------GENERAL---- ---- -------------------- Span (L) ) 25.500 feet Repetetive ? > N Reduce shear for bm depth ) N Laterally supported (Y/N) Y Y lu > .000 feet le > ..000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .191 kips/ft 20 % TL Uniform live load > .750 kips/ft 80 % TL Uniform total load ) .941 kips/ft Endreactions ........................... DL ) 2.435 kips LL ) 9.563 kips TL ) 11.998 kips Design loads Total load moment (M) ) 76.486 ft -kips Total load shear (V) ) 11.998 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values / Species Grade Fb Ft Fv Fcl FcJ E DFGL 24F -V4 2400 1150 165 650 1650: 1800000 Size factor Cf > .933 Apply to Fb Size factor Cf ) 1.000 Apply to Ft Size factor Cf ) 1.000 Apply to FCL Repetitive member factor Cr ) 1.000 Load duration factor Cd ) 1.000 K Adjustment for lateral support ) 1.000 Adjusted values Species Grade Fb Ft. Fv Fc'- FcJ E DFGL 24F -V4 2238 1150 165 650 1650 1800000 --------------------------------BEAK DATA ------------------------------- Member width ) 5.125 inches 1 (� Member depth ) 22.500 inches ! 8 x 2�-• G �' v Required Actual Comment S (in"3) ) 410.094 432.422 (ok) A (in"2) ) 109.070 115.313 (ok) I (in"4) > 4864.746 ------------------------------DEFLECTIONS------------------------------- Total load deflection > 1.022 inches L/ 299 (OK) Live load deflection > .815 inches L/ 376 (OK) Dead load deflection > .208 inches Minimum camber (glu-lams) > ,311 inches � L def�c�c� Standard 20001R camber > .488 inches �i�i --------------------------CHECK KIN. BRG. AREA -------------------------- Minimum area ) 18.458 in'2 Kinimum length ) 3.602 inches Assuming full width bearing 7 ka IA 4A W W W W W W IIS W V1 W coo W OO .- N Awa oaa N N N N VIN �0 Q v) tpl I-( 2 i W i 4- 2 .o3G +,vZS = .321�V �I Io,oZ 70. o l I" 5,125 sC 21 Z4 -F-- ✓ 4- 61 L �,125>/— 2,1 2cr-V G(i 5,►tiSC.�S Z,S��� 2-2x,��� cwv\ VI NI 0 r�� W W W W WW III ulV,#A N00 OO - N C4 C N N N N'C/ B_ Qw If's vi mmAX ea 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS a Job number >>E94036 10:34 AN 3/11/93 Structuralcalculationsfor Project »Pope residence Plan >> Name Wim Peterson - designer Address >>Butte County, Ca Architectural Engineering Specialists 20 Constitution Drive Suite A Chico, California 95926 (916) 895-1115 (916) 893-0532 Fax Note: Reference plans by others. No judgement or opinion is rendered or implied regarding aspects of this structure not specif.ically noted herein. i . J C li p o aurr'e SEP ®1 1994 Sip AR��, o: 18693 A REN. 'C% Q` 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS i BOISE CASCADE BEAM DESIGN 03-16-1993 Version 2.30 SCRATCH BCD ------------=------------------------------------------------------------------------------- Customer Specifier: Job Name : Designer Address Misc City, Ste: Code :NER 442/446 ---------------------- --------------------------------------------------------------------- GENERAL INPUT INFORMATION FLR(1)-ROOF(2) - FLOOR ; SLOPE IN/FT - N/A ; DEAD LOAD -PSF - .12.0 NUMB OF SPANS - 1 O.0 SPACING - 24.0 PART'N LOAD-PSF - 0.0 LT CANT-N=1/Y=2 - NO LOAD DURATION - 100% REPT(Y=1/N=2) - NO RT CANT-N=1/Y=2 - NO ; LIVE LOAD -PSF - 40.0 ; GLUE/NAIL/JOIST - JOIST SPANS AND LOADS VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVUVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV -------------------------------------------------------------------------------------------- 1092# 1092# 21, 00 LOADS DISTRIBUTION SUMMARY UN/CN LOAD REF ;BEGIN ; END LIVE ; DEAD ; OC SC ; OUR% E; DEAD ; 100% UNIF PSF LT ; 0.0 21.0 40 12 24.0 ; 100% ; 14 ; 104 -------------------- SINGLE -16.00 BCI/60 ----- CONTROLS ----- CONTROL % OF TYPE VALUE ALLOWABLE DURATION LOAD -SPAN MOMENT 5133 ft -lbs 14.3% @ 100% 2 - 1INT END SHEAR 1092 lbs 80.9% @ 100% 2 - 1LT TOTAL DEFL L/ 311= 0.669 ins 63.1% 2 - 1 LIVE DEFL L/ 490= 0.515 ins 13.5% 2 - 1 NOTES AND CAUTIONS ------------------------------------------------------------- NOTE - This design meets Boise Cascade recommended deflection Criteria. NOTE - Minimum END bearing length is 1.15 inchs. -------------------------------------------------------------------------------------------- NOTE - This calculation applies only to design values for the loads and spans shown. Installation of BCI(R) AND Versa - Lam/Versa - Lam Plus(R) products must be in accordance with the current installation guides for these products and all relevant Building Codes. To obtain an installation guide or if you have any questions, please call 1-800-232-0188 before starting product installation. IV SPANS AND LOADS VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV 8150 8158 .. 23.50 LOADS DISTRIBUTION SUMMARY UN/CN ; LOAD ; REF ;BEGIN ; END ; LIVE ; DEAD OC SC ; OUR% E; DEAD ; 100% UNIF ; PSF LT ; 0.0 23.5 40 12 16.0 ; 100% ; 16 ; 69 -------------------- SINGLE -16.00 BCI/60 ----- CONTROLS ----- CONTROL % OF TYPE VALUE ALLOWABLE DURATION LOAD -SPAN MOMENT 4786 ft -lbs 61.1% @ 100% 2 - 1INT END SHEAR 815 lbs 60.3% @ 100% 2 - ILT TOTAL DEFL L/ 418= 0.674 ins 57.4% 1 - 1 LIVE DEFL L/ 544= 0.519 ins 66.2% 2 - 1 NOTES AND CAUTIONS------------------------------------------------------------- NOTE - This design meets Boise Cascade recommended deflection Criteria. NOTE - Minimum END bearing length is 1.75 inchs. -------------------------------------------------------------------------------------------- NOTE - This calculation applies only to design values for the loads and spans shown. Installation of 8CI(R) AND Versa - Lam/Versa - Lam Plus(R) products must be in accordance with the current installation guides for these products and all relevant Building Codes. To obtain an installation guide or if you have any questions, please call 1-800-232-0788 before starting product installation.. BOISE CASCADE BEAM DESIGN 03-16-1993 Version 2.30 SCRATCH .BCD ----------------------------------------------------------------------------------------- Customer : Specifier:. Job Name : Designer Address Misc City, Ste: -------------------------------------------------------------------------------------------- Code :NER 442/446 GENERAL INPUT INFORMATION FLR(1)-ROOF(2). - FLOOR SLOPE IN/FT - N/A DEAD LOAD -PSF - 12.0 NUMB OF SPANS - 1 ; O.0 SPACING - 16.0 PART'N LOAD-PSF - 0.0 LT CANT-N=1/Y=2 - NO LOAD DURATION - 100% ; REPT(Y=1/N=2) - NO RT CANT-N=1/Y=2 - NO ; LIVE LOAD -PSF - 40.0 ; GLUE/NAIL/JOIST. - JOIST SPANS AND LOADS VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV 8150 8158 .. 23.50 LOADS DISTRIBUTION SUMMARY UN/CN ; LOAD ; REF ;BEGIN ; END ; LIVE ; DEAD OC SC ; OUR% E; DEAD ; 100% UNIF ; PSF LT ; 0.0 23.5 40 12 16.0 ; 100% ; 16 ; 69 -------------------- SINGLE -16.00 BCI/60 ----- CONTROLS ----- CONTROL % OF TYPE VALUE ALLOWABLE DURATION LOAD -SPAN MOMENT 4786 ft -lbs 61.1% @ 100% 2 - 1INT END SHEAR 815 lbs 60.3% @ 100% 2 - ILT TOTAL DEFL L/ 418= 0.674 ins 57.4% 1 - 1 LIVE DEFL L/ 544= 0.519 ins 66.2% 2 - 1 NOTES AND CAUTIONS------------------------------------------------------------- NOTE - This design meets Boise Cascade recommended deflection Criteria. NOTE - Minimum END bearing length is 1.75 inchs. -------------------------------------------------------------------------------------------- NOTE - This calculation applies only to design values for the loads and spans shown. Installation of 8CI(R) AND Versa - Lam/Versa - Lam Plus(R) products must be in accordance with the current installation guides for these products and all relevant Building Codes. To obtain an installation guide or if you have any questions, please call 1-800-232-0788 before starting product installation.. 22-141 SO SHEETS 22-142 100 SHEETS ,.,MPAo 22-144 200 SHEETS FA i 4 FA 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS r SETS -2 9:16 AM 3/ 8/94 ------------------------------------------------------------------------ Rev 2-23-94 Seismic coefficients ------------------------------------------------------------------------ Description >>Pope residence » ----------------------------------- Data ------------=-------- Seismic zone > 3 Z > .300 I Y 1.000 Importance factor Rw > 8.000 Numerical coefficient S > 1.500 Site coefficient C=(1.25*S)/T".66 > 1.246 > 2.15 C > 2.15 Numerical coefficient .0/Rw > .344 Structure height (H) > 12.000 feet Ct > .02 Numerical coefficient .1 = Ct (H)".15 > . .129 seconds V=Z*I*C/Rw*W > .103 W IV ------------------------------------------------------------------------- Rev 11-9-93 Lateral design data ------------------------------------------------------------------------- 3/ 8/94 Description >>Pope residence -------------------------------GENERAL DATA ------------------------------ Exposure > B 'Ce > .72 Importance factor, 1.00 Height Exp. D Exp. C Exp. B 25.00 1.50 1.19 .72 Basic wind speed > 80.00 qs > •16.40 Method > 1.00 Normal force method Roof pitch > 7.00 in 12 6 > 30.26 Degrees ------------------------------------------------------------------------- Primary frames and systems Description ------------------------------------------------------------------------- Cq p(ksf) Direction Walls: ; Windward walls .80 .0094 Inward Leeward walls .50 .0059 Outward Total wall .0.154 Roofs: Wind. perpendicular to ridge Leeward or flat roof .70 .0083 Outward Windward roof Slope 2:12 to less than 9:12 .90 .0106 Outward or Slope 2:12 to less than 9:12 .30 .0035 Inward Roof total .0118 Wind parallel to ridge and flat roofs .70 .0083 Outward Elements and components Description ------------------------------------------------------------------------- Cq p(ksf) Direction Wall elements All structures 1.20 .0142 Inward Enclosed structures 1.10 .0130 Outward Open structures 1.60 .0189 Outward Parapets 1:30 .0154 Inward/outward Roof elements Enclosed structures Slope less than 9:12 1.10 .0130 Outward Open structures Slope less than 9:12 1.60 .0189 Outward Local areas at discontinuities Description Cq p(ksf) Direction ------------------------------------------------------------------------- Wall corners 2.00 .0236 Outward Canopies or overhangs at eaves or rakes 2.80 .0331 Upward Roof ridges at ends of buildings or eaves and roof edges at building corners 3.00 .0354 Upward Eaves or rakes without overhangs away from building corners and ridges away from ends of building 2.00 .0236 Upward i (6 /ZS 2 A 22-14150 SHEETS 22-142 100 SHEETS -PAD 22-144 200 SHEETS W c + W ^ g 71 d l -- ILA o � � � cl a 1 N 0 �- `'1 . _ ( G 1 N G W 1 �' 22-141 SO SHEETS 22-142 100 SHEETS AMPAo 22-144 200 SHEETS w o to r, 0 � N LJ o ` o - W , • v c � Ul 22-141 50 SHEETS 22-142 100 SHEETS AMPAD 22-144 200 SHEETS 1 a w s J c9 yvl� , c o -0 -F + t o _ \ 6` �n - +. o 0 CID c v N � N \ l 0 �1 RC1 CA b 22-141 50 SHEETS 22-142 100 SHEETS AMPAD 22-144 200 SHEETS - N � N o � N + n -- r _ J � o U m _ O ' 11 d 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS QG ,o L_J o w o cp , � J , G ' N jN -- L Nr---Ncl o C/j o -b Ul QG ,o L_J o w o cp , � J , G ' N jN -- L ' r 22-141 50 SHEETS 22-142 100 SHEETS ►Mono 22-144 200SHEETS -P J Tc 7` u _ 0 G 0 � J N J �o n • �o J CII G N T 0 p .Ts ' 1 22-141 50 SHEETS 22-142 100 SHEETS AMPgO 22.144 200 SHEETS V) V tb IVi 1 7- + + lzp Ir Sb 1s N i • AMPAI r 22-141 50 SHEETS ►, 22-142 100 SHEETS ' 22-144 200 SHEETS oc 3 k W. � o N } • o o A U o l� � G o s w -p- C/I N � n s iJ I r 22-141 50 SHEETS ►, 22-142 100 SHEETS ' 22-144 200 SHEETS oc 3 k W. � o N } 41 A l� G 0 22-141 - 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS ' CA � 1 s � S G M W 1 Ira y N \� '( 1 �41- 11 _ x Cr ' CA � Cn s � S G N \� '( 1 11 _ Cr ? G 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS G Cn W W ' t� �N \ U� v5 � N a� �a 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS �N \ Vi F vi C'1 1 N W I 1 U CR G' r o S 22-141 SO SHEETS 22-142 100 SHEETS HMPAO 22-144 200 SHEETS J e c�i F � tA N N J N �\ � N _ N G n 22-141 SO SHEETS 22-142 100 SHEETS HMPAO 22-144 200 SHEETS 9 . U J e c�i F � tA 9 . J e 0� F s J vi I = s S S N J G n 22-141 50 SHEETS 22-142 100 SHEETS HMPAO 22-144 200 SHEETS �. Tl J 1, 1 0 Cd �' �. UAu� W W W W W W 2ti N N N 000 N 00 N C4 avv N N N N N N a ®F e 3�7 (1)1::3,` 5 h� SA"/ 2 -�-C,�, 5 ST6 /6 COLLCTR2 11:35 AM 3/11/93 ------------------------------------------------------------------------ Rev 2-13-94 Collector design ------------------------------------------------------------------------ Description >>Line 1,2 ---------------------------------SUMMARY-------------------------------- V1 > 6.210 kips V2 > kips Length subject to V1 > 33.680 feet Diaphragm shear due to V1 > .186 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .458 kips/ft (Shearwall v> Segment W/O Wall Opng. V1 V2 Force 8.000 0 .8.000 y .000 6.840 w 6.840 y1 .41.48 4.000 0 4.000 y .312 6.840 w 6.840 y -.312 8.000 0 8.000 y 1.489 COLLCTR2 --------------------------------=--------------------------------------- 11:31 AM 3/11;/93 Rev 2-13-94 Collector design ------------------------------------------------------------------------ Description ---------------------------------SUMMARY-------------------------------- V1 > 8.480 kips V2 > kips L th b' t t V1 > 89 000 f t 60 G� �L �` 23 W eng su pec o ee Diaphragm shear due to V1 > .095 kips/ft 2�� Z 2 Length subject to V2 > feetkk - Diaphragm shear due to V2 > kips/ft lgQ 1� �C' Shear per foot - shearwalls (v) > .411 kips/ft (Shearwall v> 1sp c� J Segment W/O Wall Opng. V1 V2 Force 25.000 o 25.000 y 0 21.000 o 21.000 y -2.382 3, 2� . � /s� �0 25.000 o 25.000 y -4. 3 18.000 w 18.000 y -6.165 COLLCTR2 AM 3/11/93 ------------------------------------------------------------------------ Rev 2-13-94 Collector design ------------- �-7 >>Line 3 ---------------------------------SUMMARY-------------------------------- V1 > 5.805 kips V2 > - kips Length subject toVl > 33.000 feet Diaphragm shear due to V1 > .116 kips/ft Length subject to V2 > feet Diaphragm shear due.to V2 > kips/ft Shear per foot - shearwalls (v) > .381 kips/ft (Shearwall v> Segment .11/0 Wall' Opng. V1 V2 Force 18.000 o 18.000 y .000 15.000 w 15.000 y -3.166 S(,10 f 4. BOLT2 1:49 PM Rev 9-7-93 Bolted connections 3/17/93 7 ---------------------------------------------------------------- Description >> ----------------------------------------------------------------------=- Species combination > 1 1 => Douglas fir -Larch ; 2 => Hem fir 3 => Close grain redwood 4 => Open.grain redwood Specific gravity G > .500 Fell > 5.600 ksi Fel > 2.400 ksi Connection type > 2 1 * Single shear 2 => Double shear Composition > 1 1 => Wood/wood 2 => Wood/steel tm > 1.500 inches (Main member thickness> is > 1.500 inches <Side member thickness> = ------------------------------BOLT DATA -------------------------------- Fyb > 45.000 ksi Z > 1.838 kips Bolt diameter > .875 inches 0 => Parallel 90 => Perpendicular Angle to grain 8 > .000 degrees Main member Angle to grain 8 > .000 degrees Side member 8 Maximum > .000 degrees K8 > 1.000 Rt > 1.000 Fem > 5.600 ksi Fes > 5.600 ksi Re > 1.000 ---------------------------ADJUSTMENT FACTORS --------------------------- Load duration factor Cd > 1.330 a Wet service factor Cm > 1.000 a Temperature factor Ct > 1.000 ' Group action factor Cg > 1.000 Geometry factor C6 > 1.000 Adjusted Z ---------------------------------------- > 2.444 kips A WWW F- �� W W W W W W xxx b1 N W 000 WOO CV �cva aaa NN CV CV CV N vJ dr �• _ v,, + MW.,, = 2 1�2 �,�5� + la�.ac5�+ 3C.�36� i WW W W W W 000 GK `'ts .4.0%.0 p.p Ln00 cv .-aa • vas N N N N N H F Y- 4.o 4--o , �.ce, c v�3 a Z� MASONRY3 3/11/93 8:06 AM ------------------------------------------------------------------------ Rev 3-16-94 Masonry retaining wall ' ------------------------------------------------------------------------ Description »Case 1 ------------------------------General data ------------------------------ Wall type > 2 1 => supported 2 => cantilevered Lateral load type> 1 _> wind/earthquake 2 => soil pressure Backfill slope > 0 Horizontal 0 Vertical Special inspection (Y/N)? > N Masonry weight > .135 kcf Soil weight > .110 kcf --------------------------------Loadin ------------------------ Wdl minimum > .000 kips/ft Wdl + Wll maximum > 1.090 kips/ft t EFP > .030. kcf Sloping backfill surcharge> .000 kcf Total EFP > .030 kcf Surcharge Distance Surcharge P Comment to.wall height . --------------------------------------------- ..000 3.000 .000 Uniform lateral load > .0000 ksf Earthquake/wind loading -----------------------Allowable design stresses ------------------------ ***Soil*** Class of materials > 4 Input Allowable passive (vert.) > 1.500 ksf 1.500 Allowable passive (horiz.)> .150 ksf/ft depth .200 Lateral sliding coeff. > .250 .350 ***Masonry*** ***Concrete*** f'm > 1.500 ksi f'c > 2.500 ksi Em > 1115000 ksi fy > 40.000 ksi Fs > 20.000 ksi Es > 30000000psi F's > 16.000 ksi m > 18.824 n > 26.667 R > .850 Fb max. > .250 ksi > .900 -------------------------------Wall data -------------------------------- Cantilevered wall may use varying thickness segments Height of retained earth Segment Ht. (feet) Ht. (feet) 1 .000 to 4.000 2 :000 to .000 3 .000 . to .000 Total wall height > 8.000 (for wdl determination> Additional dead load > .360 kips/ft ----------------------------Wall reinforcing --------------=------------- Segment 1 - concrete. ------------------------------------------------------------------------ d > .000 inches Overload factor > 1.100 Live loads M > .320 ft -kips Mu > .544 ft -kips 0Mn > .000 ft -kips --- As regd. > .000 in"2 Includes 33% increase Since p actual is less than p min. Actual As > .000 in"2 --- ----------------------------------------------------=------------------- Nominal t t wdl 8.000 1.625 .343 Tension reinforcing Size ; Spacing; d ; %Min. ; fm/Fb ; fs/Fs ; f's/F's I I I I I I 1 Vertical 4 16.000 3.813 2.295 .651 .386 --- Horiz. 4 24.000 1.530 --- --- --- Minimum development length> ;10.000 inches Compression reinforcing Size Spacing; d' ; %Min. ; fm/Fb ; fs/Fs ; f's/F's I 1 I 1 I I I Vertical 0 .000 .000 --- --- --- .000 ------------------------------------------------------------------------ Segment 2 ------------------------------------------------ ------------------------- Nominal t t wdl .000 .000 .000 Tension reinforcing Size ; Spacing; d ; %Min. ; fm/Fb ; fs/Fs ; f's/F's ---------'--------'--------'--------'--------'--------'--------'-------- I Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0 .000 .000 --- --- --- Minimum development length> 10.000 inches Compression reinforcing Size ; Spacing; d.' ; %Min. ; fm/Fb ; fs/Fs ; f's/F's I I I 1 I I I Vertical 0 .000 .000 --- --- --- .000 ------------------------------------------------------------------------ Segment 3. ----------------------------------------------------------- ------------ Nominal t t wdl ..000 .000 .000 Tension reinforcing Size ; Spacing; d ; %Min.. ; fm/Fb ; fs/Fs ; f's/F's I I I I I 1 I Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0 .000 .000 --- --- --- Minimum development length> 10.000 inches Compression reinforcing Size ; Spacing; d' %Min. fm/Fb ; fs/Fs f's/F's ---------'--------'--------'--------'--------'--------'--------'-------- I Vertical 0 .000 .000 --- -- --- 000 ------------------------------FOOTING DATA ------------------------------ Toe length > 1.000 feet Safety factor > 2.930 Heel length > .615 feet Soil pressure > 1.136 Minimum footing length > --- feet Actual footing length (L) > 2.250 feet Footing depth > 12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE ---------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > .625 ft -kips W Arm Moment ------------------------------------------------------------------------ Wdl min. .360 kips 1.318 feet .414 ft -kips Wtl 1.090 kips 1.318 feet 1.436 ft -kips Segment 1 .343. kips 1.318 feet .452 ft -kips Segment 2 .000 kips 1.318 feet .000 ft -kips Segment 3 .000 kips 1.318 feet .000 ft -kips C.,;l 970 114 1 OAZF✓•_L;�- ' Footing ------------------------------------------------------------------------ .338 kips 1.125 feet .380 ft -kips 2Wdl min> 1.311 kips Ml min> 1.832 ft -kips EWtl > 2.401 kips EMtl > 3.268 ft -kips 2Mdl min/OTM > 2.930 > 1.5 <ok> Eccentricity (e) > .024 feet <A/2-(EM-OTM/EW)> L/6 > .375 feet L' > 3.302 feet <3*L/2-e> Resultant within middle third of footing Maximum soil pressure > 1.136 .ksf <%Wtl/A + 6*OTM*e/A'2> Minimum soil pressure > .998 ksf ----------------------------HEEL/TOE DESIGN ----------------------------- Heel ------------------------------------ design ; ----------------------------------- Reinforcing Heel length > .615 feet ; #4 at 300 in. o.c. M > .083 ft -kips #5 at 468 in, o.c. d > 8.000 inches ; #6 at 677 in. o.c. As min. > .008 in"2 ; #7 at 920 in. o.c. ----------------------------=------------------------------------------- #8 at 1204' in. o.c. Toe ------------------------------------ design ; ------------------------------------ Reinforcing ' Toe length > 1.000 feet #4 at 48 in. o.c. Max soil pressure> 1.136 ksf #5 at 76 in. o.c. At face of wall > .792 ksf #6 at 109 in. o.c. M max. > .511 ft -kips ; #7 at 149 in. o.c. d > 8.000 inches ; #8 at 195 in. o.c.' As min. > .048 in"2 -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- As min. > .648 in"2 4 #4 bars 3 '#5 bars 2 #6 bars 2 #7 bars 1 #8 bars -----------------------------LATERAL SLIDING ---------------------------- Rt > .000 kips/ft Rb > .315 kips/ft Lateral sliding resistance > .328 kips/ft Lateral sliding resistance> .000 .000 kips/ft Allowable lateral passive pressure > .150 ksf/ft depth Lateral passive pressure provided > .075 kips/ft (Footing only> Net resistance provided > .403 kips/ft (Footing only> Concrete slab at base of wall ? > Y Thickness > .000 inches Width of slab > 000 feet Resistance provided by slab > .000 kips/ft Total resistance. > .403 kips/ft Factor of safety > 1.074 No good! Shear key must provide > ,160 kips lateral resistance Equivalent depth of shear key > 5.297 feet <Maximum 15'> Allowable lateral passive pressure > .795 ksf (At base of key> Allowable lateral passive pressure > .832 ksf <At bottom of key> Shear key required depth > 3.000 inches t NSP oRd. SSG b is SPO No Shear key moment > .026 ft -kips Shear key thickness > .000 inches d > .000 inches As min. > .000 in"2 #4 at 0 in. o.c. #5 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. i #3 at 0 in. o.c. ------------------------------------------------------------------------ 30 MASONRY3 3/17/93 8:09 AM ------------------------------------------------------------7----------- Rev 3-16-94 Masonry retaining wall .Description >>Case 2 ------------------------------General data ------------------------------ Wall type > 1 1 => supported 2 => cantilevered Lateral load type> 2 I;> wind/earthquake 2 => soil pressure Backfill slope > 0 Horizontal, 0 Vertical Special inspection (Y/N)? > N Masonry weight > .135 kcf Soil weight > .110 kcf -------------------------------- Loading ------- Wdl minimum > .000 kips/ft Wdl + Wll maximum > 1.090 kips/ft EFP > .030 kcf Sloping backfill surcharge> .000 kcf Total EFP' > .030 kcf Surcharge Distance Surcharge P Comment to wall height .000 ` . 3.000 .000 Uniform lateral load > .0000 ksf- Earthquake/wind loading -----------------------Allowable design stresses ------------------------ ***Soil*** Class of materials > 4 Input Allowable passive (vert.) > 1.500 ksf 1.500 Allowable passive (horiz.)> .150 ksf/ft depth .200 Lateral sliding coeff. > .250 .350 ***Masonry*** ***Concrete*** f'm > 1.500 ksi f'c > 2.500 ksi Em > 1125000 ksi fy > 40.000 ksi Fs > 20.000 ksi Es > 30000000psi F's > 16.000 ksi m > 18.824. n > 26.667 S > .850 Fb max. > .250 ksi > .900 -------------------------------Wall data -------------------------------- Cantilevered wall may use varying thickness segments Height of retained earth Segment Ht.(feet) Ht.(feet) 1 .000 to 6.000 2 .000 to .000 3 .000. to .000 Total wall height > 8.000 <for wdl determination> Additional dead load > .180 kips/ft ----------------------------Wall reinforcing ---------------------------- Segment 1 - concrete --------------------------=--------------------------------------------- d > .000 inches Overload factor > 1.700 Live loads M > 1.080 ft -kips Mu > 1.836 ft -kips On > .000 ft -kips --- As regd. > .000 in"1 Includes 33% increase Since p actual is less than p min. Actual As > .000 in"2 --- ganmon� 31 ----------------------------------- ------------------------------------ Nominal t t wdl 8.000 7.625 .515 Tension reinforcing Size Spacing; d ; %Min. ; fm/Fb ; fs/Fs ; f's/F's I I I I I I I .Vertical 5 16.000 5.375 •3.595 1.093 .593 --- Horiz. 4 24.000 1.530 --- --- --- Minimum development length>; 15.000 inches Compression reinforcing Size ; Spacing; d' ; %Min. ; fm/Fb ; fs/Fs ; f's/F's I I I I I I I Vertical 0 .000 .000 --- --- --- .000 ------------------------------------------------------------------------ Segment 2 ------------------------------------------------------------------------ Nominal t t wdl .000 .000 .000 Tension reinforcing Size ; Spacing; d ;'%Min. ; fm/Fb ; fs/Fs ; f's/F's ---------'--------'- --------'-------' I--------'--------'--------'-------- I I I - I I I . Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0 .000 .000 --- --- --- Minimum development length> 15.000 inches Compression reinforcing Size ; Spacing; d' %Min. ; fm/Fb ; fs/Fs ,; f's/F's ---------;--------;--------;--------;--------;--------;--------;-------- Vertical 0 .000 ..000 --- --- --- .000 ------------------------------------------------------------------------ Segment 3 ------------------------------------------------------------------------ Nominal t t wdl .000 .000 .000 Tension reinforcing Size ; Spacing; d ; %Min. fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0 .000 .000 --- --- --- 'Minimum development length> 15.000 inches Compression reinforcing Size Spacing; d' ; %Min. ; fm/Fb fs/Fs f's/F's I I 1 I I I I Vertical 0 .000 .000 --- --- --- .000 ------------------------------FOOTING DATA ------------------------------ Toe length > 1.330 feet Safety factor > 2.418 Heel length > 1.285 feet Soil pressure > 1.438 Minimum footing length > --- feet Actual footing length (L) > 3.250 feet Footing depth > 12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > 1.715 ft -kips W Arm Moment ------------------------------------------------------------------------ Wdl min. .180 kips 1.648 feet .297 ft -kips Wtl 1.090 kips 1.648 feet 1.796 ft -kips Segment 1 .515 kips 1.648 feet .848 ft -kips Segment 2 .000 kips 1.648 feet .000 ft -kips Segment 3 .000 kips 1:648 feet .000 ft -kips c.,41 RAR t,i 9 6nR f..+ 9 911 I Footing .488 kips 1.625 feet .792 ft -kips ------------------------------------------------------------------------ EWdl min> 2.030 kips EMdl min> 4.148 ft -kips EWtl > 3.120 kips EMtl >' 5.944 ft -kips EMdl min/OTM > 2.418 > 1.5 <ok> Eccentricity (e) > .270 feet <A/2-(EM-OTM/EW)> L/6 > .542 feet L'_ > 4.066 feet <3*L/2-e> Resultant within middle thifd of footing Maximum soil pressure > 1.438 ksf <EWtl/A + 6*OTM*e/A"2> Minimum soil pressure > .482 ksf ----------------------------HEEL/TOE DESIGN ----------------------------- Heel design ; Reinforcing ------------------------------------' ---------------------------------- Heel length > 1.285 feet #4 at 45 in. o.c. M > .545 ft -kips #5 at 71 in. o.c. d > 8.000 inches #6 at 102 in. o.c. As min. > .051 in"2 ; #1 at 140 in. o.c. #8 at 183 in. o.c. ----------------------------------------------------------- ------------ Toe design Reinforcing ------------------------------------ ---------------------------------- Toe length > 1.330 feet ; #4 at 21 in. o.c. Max soil pressure> 1.438 ksf ; #5 at 34 in. o.c. At face of wall > .968 ksf ; #6 at 49 in. o.c. M Max. > 1.133 ft -kips #7 at 67 in. o.c. d > 8.000 inches ; #8 at 87 in. o.c. As min. > .108 in"2 -------------------LONGITUDINAL FOOTING REINFORCEMENT -------------------- As min. > .936 in"2 5 #4 bars 4 #5 bars 3 #6 bars 2 #7 bars 2 • #8 bars -----------------------------LATERAL SLIDING ---------------------------- Rt > .000 kips/ft Rb > .735 kips/ft Lateral sliding resistance > .508 kips/ft Lateral sliding resistance> .000 Allowable lateral passive pressure > Lateral passive pressure provided > Net resistance provided > Concrete slab at base of wall ? > Thickness > .000 inches Width of slab > .000 feet Resistance provided by slab > Total resistance > Factor of safety .000 kips/ft .150 ksf/ft depth .075 kips/ft <Footing only> .583 kips/ft <Footing only> Y 000 kips/ft 583 kips/ft > .793 No good! Shear key must provide > .520 kips lateral resistance Equivalent depth of shear key > 5.678 feet <Maximum 15'> Allowable lateral passive pressure > .852 ksf (At base of key> Allowable lateral passive pressure > .939 ksf (At bottom of key> Shear key required depth > 7.000 inches k (D 3Z Shear key moment > .155 ft-kips Shear key thickness > .000 inches d > .000 inches As min. > .000 in"2 #4 at 0 in. o.c. #5 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c..' ------------------------------------------------------------------------ M MASONRY3 ------------------------------------------------------------------------ 3/17/93 8:12 AM Rev 3-16-94 Masonry retaining wall =------------------------------------------------ ----------------------- Description >>Case 3 ------------------------------General data ------------------------------ Wall type > 2 1 => supported 2 => cantilevered Lateral load type> 2 1 => wind/earthquake 2 * soil pressure Backfill slope > 0 Horizontal 0 Vertical Special inspection (Y/N)? > N Masonry weight > .135 kcf Soil weight > .110 kcf -------------------------------- Loading --------------------------------- Wdl minimum > .000 kips/ft Wdl + Wll maximum > 1.090 kips/ft EFP > .030 kcf. Sloping backfill surcharge> .000 kcf Total EFP > .030 kcf Surcharge Distance Surcharge P Comment to wall height --------------------------------------------- 000 3.000 .000 Uniform lateral load > .0000 . ksf Earthquake/wind loading -----------------------Allowable design stresses ------------------------ ***Soil*** Class of materials > 4, Input Allowable passive (vert.) > 1.500 ksf 1.500 Allowable ;passive (horiz.)> .150 ksf/ft depth .200 Lateral sliding coeff. > .250 .350 ***Masonryt** ***Concrete*** f'm > 1.500 ksi f'c > 2.500 ksi Em > 1125000 ksi fy > 40.000 ksi Fs > 20.000 ksi. Es > 30000000psi F's > 16.000 ksi m > 18.824 n > 26.667 (i > .850 Fb max. > '.250 ksi 0 > .900 -------------------------------Wall data -------------------------------- Cantileverad wall may use varying thickness segments Height of retained earth ,Segment Ht.(feet) Ht.(feet) 1 .000 to 2.000 2 2.000 to 8.000 3 .000 to .000 Total wall height > 8.000 <for wdl determination> Additional dead load > .000 kips/ft ----=-----------------------Wall reinforcing ---------------------------- Segment 1 - concrete --------------------------------------------=--------------------------- d > .000 inches Overload factor > 1.700 Live loads M > 2.560 ft -kips . Mu > 4.352 ft -kips On > .000 ft -kips As regd. > .000 in"2 Includes 33% increase Since p actual is less than p min. Actual As > .000 in"2 --- ------------------------------------------------------------------------ Segment 1 ------------------------------FOOTING DATA ------------------------------ Toe length - > 1.750 feet Safety factor > 2.136 Heel length > 1.531 feet Soil pressure > 1.441 Minimum footing length > '--- feet Actual footing length (L) > 4.250 feet Footing depth > 12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > 3.645 ft -kips W Arm Moment ------------------------------------------------------------------------ Wdl min. .000 kips 2.234 feet ..000 ft -kips Wtl 1.090 kips 2.234 feet 2.435 ft -kips Segment 1 .262 kips 2.234 feet .584 ft -kips Segment 2 .515 kips 2.234 feet 1.150 'ft -kips Segment 3 .000 kips 2.234 feet .000 ft -kips Soil 1.348 kips 3.484 feet 4.695 ft -kips ------------------------------------------------------------------------ Nominal t t wdl" 12.000 11.625 .262 Tension reinforcing Size ; Spacing; d ; %Min. ; fm/Fb ; fs/Fs ; f's/F's I 1 I Vertical 5 16.000 9.375 I 2.358 I 1.007 1 .785 I --- Horiz. 4 24.000 1.004 --- --- --- Minimum development length> 20.000 inches. Compression reinforcing Size ; Spacing; d' ; %Min. ; fm/Fb ; fs/Fs ; f's/F's I I I Vertical 0 .000 .000 I --- I --- I --- I .000 ------------------------------------------------------------------------ Segment 2 ------------------------------------------------------------------------ Nominal t t wdl 8.000 7.625 .515 Tension reinforcing Size ; Spacing; d ; %Min. fm/Fb ;. fs/Fs ; f's/F's --------_'-_------'------_-'-_------'--------'--------'--------'-------- I I I Vertical 5 16.000 5.375 I 3.595 I 1.093 I .593 I --- Horiz. 4 32.000 1.148 --- --- --- Minimum development length> 20.000 inches Compression reinforcing Size Spacing; d' . ; %Min. ; fm/Fb ; fs/Fs f's/F's I I I Vertical 0 .000 .000 I --- I --- I --- I 000 ------------------------------------------------------------------------ ------------------------------------------------------------------------ Segment 3 Nominal t t wdl .000 .000 .000 Tension reinforcing Size Spacing; d ; %Min. ; fm/Fb ; fs/Fs ; f's/F's I I I Vertical 0 .000 .000 I .000 I .000 I .000 I --- Horiz. 0 .000 .000 --- --- --- Minimum development length> 20.000 inches Compression reinforcing Size ; Spacing; d' ; %Min. ; fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 .000 --- --- --- .000 ------------------------------FOOTING DATA ------------------------------ Toe length - > 1.750 feet Safety factor > 2.136 Heel length > 1.531 feet Soil pressure > 1.441 Minimum footing length > '--- feet Actual footing length (L) > 4.250 feet Footing depth > 12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > 3.645 ft -kips W Arm Moment ------------------------------------------------------------------------ Wdl min. .000 kips 2.234 feet ..000 ft -kips Wtl 1.090 kips 2.234 feet 2.435 ft -kips Segment 1 .262 kips 2.234 feet .584 ft -kips Segment 2 .515 kips 2.234 feet 1.150 'ft -kips Segment 3 .000 kips 2.234 feet .000 ft -kips Soil 1.348 kips 3.484 feet 4.695 ft -kips 3r Footing .638 kips 2.125 feet 1.355 ft -kips -------------------------------------- =--------------------------------- EWdl min) 2.761 kips EMdI min) 7.784 ft -kips EWtl > 3.851 kips EMtI > 10.220 ft -kips EMdl min/OTM > 2.136 > 1.5 <ok> Eccentricity (e) > .418 feet <A/2-(EM-OTM/EW)> L/6 > .708 feet L' > 5.122 feet" <3*L/2-e> Resultant within middle third, of footing Maximum soil pressure > 1.441 ksf <EWtl/A + 6*OTM*e/A"2> Minimum soil pressure > .372 ksf ----------------------------HEEL/TOE DESIGN ----------------------------- Heel design Reinforcing ------------------------------------;----------------------------------- Heel length > 1.531 feet ; 14 at 24 in. o.c. M > 1.032 ft -kips #5 at 37 in. o.c. d > 8.000 inches #6 at 54 in. o.c. As min. > .098 in"2 ; #7 at 73 in. o.c. #8 at 96 in. o.c. ------------------------------------------------------------------------ Toe design ; Reinforcing ------------------------------------ ----------------------------------- Toe length > 1.750 feet #4 at 12 in. o.c. Max soil pressure> 1.441 ksf ; #5 at 19 in. o.c. At face of wall > .948 ksf #6 at 28 in. o.c. M max. > 1.955 ft -kips 41 at 38 in. o.c. d > 8.000 inches ; #8 at : 50 in. o.c. As min. > .187 in"2 -------------------LONGITUDINAL FOOTING REINFORCEMENT------------------- As min. > 1.224 in"2 7 #4 bars 4 #5 bars 3 #6 bars 3 #7 bars 2 #8 bars -----------------------------LATERAL SLIDING ---------------------------- Rt > .000 kips/ft Rb > 1.215 kips/ft Lateral sliding resistance > Lateral sliding resistance> .000 Allowable lateral passive pressure > Lateral passive pressure provided > Net resistance provided > Concrete slab at base of wall ? > Thickness > 000 inches Width of slab > .000 feet Resistance provided by slab > Total resistance > 690 kips/ft 000 kips/ft 150 ksf/ft depth 075 kips/ft <Footing only> 765 kips/ft <Footing only> Y .000 kips/ft .765 kips/ft Factor of safety > .630 No good! Shear key must provide > 1.057 kips lateral resistance Equivalent depth of shear key > 5.906 feet <Maximum 15'> Allowable lateral passive pressure > .886 ksf <At base of key> Allowable lateral passive pressure > 1.061 ksf <At bottom of key> Shear key required depth > 14.000 inches .. 35 Shear key moment > .682 ft -kips Shear key thickness > .000 inches d > .000 inches As min. > .000 in"2 #4 at 0 in. o.c. #5 at 0 in. o.c. #6 at 0 in. o.c. #] at 0 in. o.c. #8 at 0 in. o.c. ------------------------------------------------------------------------ MASONRY3 ------------------------------------------------------------------------ 3/11/93 8:35 AM Rev 3-16-94 Masonry retaining wall ------------------------------------------------------------------------ Description >)Typical landscape retaining wall - Cc SR- 4- --------------------------------General ------------------------------ General data ------------------------------ Wall type > 2 1 * supported 2 => cantilevered Lateral load type> 2 1 * wind/earthquake 2 => soil pressure Backfill slope > 0 Horizontal - 0 Vertical Special inspection (Y/N)? > N Masonry weight > .135 kcf Soil weight > .110 kcf -------------------------------- Loading --------------------------------- Wdl minimum > .000 kips/ft Wdl + Wll maximum > .000 kips/ft EFP > .03.0 kcf Sloping backfill surcharge) .000 kcf. Total EFP > .030 kcf Surcharge Distance Surcharge P Comment to wall height --------------------------------------------- .000 3.000 .000 Uniform lateral load > .0000 ksf Earthquake/wind loading -----------------------Allowable design stresses ------------------------ ***Soil"** Class of materials > 4 Input Allowable passive (vert.) > ,1.500 ksf 1.500 Allowable passive (horiz.)> .150 ksf/ft depth .200 Lateral sliding coeff. > .250 .350 ***Masonry*** ***Concrete*** f'm > 1.500 ksi f'c > 2.500 ksi Em > 1125000 ksi fy > 40.000 ksi Fs > 20.000 ksi Es > 30000000psi F's > 16.000 ksi m > 18.824 n > 26.661 Q > .850 Fb max. > .250 ksi 4 > .900 -------------------------------Wall data -------------------------------- Cantilevered wall may use varying thickness segments Height of retained earth Segment Ht.(feet) Ht.(feet) 1 .000 to 4.000 2 .000 to .000 3 .000 to .000 Total wall height > 4.610 <for wdl determination> Additional dead load > .060 kips/ft ----------------------------Wall reinforcing ---------------------------- Segment 1 - concrete ------------------------------------------------------------------------ d > .000 inches Overload factor > 1.100 Live loads M > .320 ft -kips Mu > .544 ft -kips 0Mn > .000 ft -kips --- As regd. > .000 in"2 Includes 33% increase Since p actual is less than p min. Actual As > .000 in"2 --- ------------------------------------------------------------------------ _ Segment 1 a ------------------------------------------------------------------------ Nominal t t wdl 8.000 1.615 .343 Tension reinforcing Size ; Spacing; d ; %Min. ; fm/Fb ; fs/Fs ; f's/F's I I I I I I I Vertical 4 16.000 3.800 2.295 .601 .381 --- Horiz. 4 32.000 1.148 --- --- --- Minimum development length> 10.000 inches Compression reinforcing Size Spacing; d' ; %Min. ; fm/Fb fs/Fs f's/F's Vertical 0 .000 .000 --- --- --- .000 Segment 2 Nominal t t wdl .000 .000 .000 Tension reinforcing Size Spacing; d ; %Min. fm/Fb ; fs/Fs f's/F's I I I I I I I Vertical 0 .000 .000 .000 .000 .000 -- Horiz. 0 .000 .000 --- --- --- Minimum development length> 10.000 inches Compression reinforcing Size Spacing; d' %Min. fm/Fb fs/Fs f's/F's I I I I I I I Vertical 0 .000 .000 --- --- .000 ------------------------------------------------------------------------ Segment 3. ----------------------=------------------------------------------------- Nominal t. t wdl .000 .000 .000 Tension reinforcing Size ; Spacing; d ; %Min. fm/Fb fs/Fs f's/F's I I I I I I I Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0 .000 .000 --- --- --- Minimum development length> 10.000 inches Compression reinforcing Size ; Spacing; d' ; %Min. ; fm/Fb fs/Fs f's/F's I I I I I I I Vertical 0 .000 .000 --- --- --- .000 ------------------------------FOOTING DATA ------------------------------ Toe length > .665 feet Safety factor > 1.921 Heel length > .100 feet Soil pressure > 1.111 Minimum footing length > --= feet Actual footing length (L) > 2.000 feet Footing depth I > 12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider.ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > .625 ft -kips W Arm Moment ------------------------------------------------------------------------ Wdl min. .060 kips .983 feet .059 ft -kips Wtl '.000 kips .983 feet .000 ft -kips Segment 1 .343 kips .983 feet .331 ft -kips Segment'2 .000 kips .983 feet .000 ft -kips Segment 3 .000 kips . .983 feet .000 ft -kips Soil .308 kips 1.650 feet .508 ft -kips Footing .300 kips 1.000 feet .300 ft -kips -------------------------------------------------------- 7--------------- EWdl min> 1.011 kips EMdl min> 1.204 ft -kips EWtI > 1.011 kips EMtl > 1.204 ft -kips EMdl min/OTM > 1.921 > 1.5 <ok> Eccentricity (e) > .421 feet <A/2-(EM-OTM/EW)> L/6 > .333 feet L' > 1.119 feet <3*L/2-e> Resultant lies outside middlay third of footing Maximum soil pressure > 1.111 ksf <2*(Wtl/L')> Minimum soil pressure > -.165 ksf ----------------------------HEEL/TOE DESIGN ----------------------------- Heel design ; Reinforcing , ------------------------------------ ----------------------------------- Heel length > .100 feet ; #4 at 0 in. o.c. M > .108 ft -kips ; #5 at 0 in. o.c. d > 000 inches ; #6 at 0 in. o.c. As min. > .000 in"2 01 at 0 in. o.c. #8 at 0. in. o.c. . ------------------------------------------------------------------------ Toe design ; Reinforcing ------------------------------------ ----------------------------------- Toe length > .665 feet ; #4 at 0 in. o.c. Max soil pressure) 1.111 ksf ; #5 at 0 in, o.c. At face of wall > .121 ksf #6 at 0 in. o.c. M Max. > .221 ft -kips #7 at 0 in. o.c. d > .000 inches #8 -at 0 in. o.c. As min. > .000 in"2 -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- As min. > .516 in"2 3 #4 bars 2 #5 bars 2 #6 bars 1 #1 bars 1 #8 bars -----------------------------LATERAL SLIDING ---------------------------- Rt > .000 kips/ft Rb > .315 kips/ft Lateral sliding resistance > Lateral sliding resistance> .000 Allowable lateral passive pressure > Lateral passive pressure provided > Net resistance provided > Concrete slab at base of wall ? > Thickness > .000 inches Width of slab > .000 feet Resistance provided by slab > Total resistance > Factor of safety 253 kips/ft .000 kips/ft- .150 ksf/ft depth .015 kips/ft <Footing only> .328 kips/ft <Footing only) N .000 kips/ft .328 kips/ft > 814 No good! Shear key must provide > .235 kips lateral resistance Equivalent depth of shear key > 4.591 feet <Maximum 15'> Allowable lateral passive pressure > .689 ksf (At base of key> Allowable lateral passive pressure > .139 ksf <At bottom of key> Shear key required depth > 4.000 inches Shear key moment > .,.040 ft -kips Shear key thickness > 8.000 inches d > 4.000 inches As min. > .008 in"2 94 at 310 in. o.c. #5 at 484 in. o.c. #6 at 700 in. o.c. #1 at 952 in. o.c. #8 at 1245 in. o.c. ------------------------------------------------------------------------ - { {(,03 Fk),"?7' cJ- (� = 03s K assuy-j, looJ, is +p SI MASONRY3 8/10/94 2:15 PM ------------------------------------------------------------------------ Rev 3-16-94 Masonry retaining wall ------------------------------------------------------------------------ Description >>Retaining wall at girder truss point load ------------------------------General data ------------------------------ Wall type > 2 1 * supported 2 * cantilevered Lateral load type> 2 1 => wind/earthquake 2 * soil pressure Backfill slope > 0 Horizontal 0 Vertical Special inspection (Y/N)? >1 N Masonry weight > .135 kcf Soil weight > .110 kcf -------------------------------- Loading --------------------------------- Wdl minimum > .000 kips/ft Wdl + W11 maximum > 3.680 kips/ft EFP > .030 kcf Sloping backfill surcharge> .000 kcf Total EFP > .030 kcf Surcharge Distance Surcharge P Comment to wall height .000 3.000 .000 Uniform lateral load > .0000 .ksf Earthquake/wind loading . -----------------------Allowable design stresses ------------------------ tt*Soil*** Class of materials > 4 Input Allowable passive (vert.) > 1.500 ksf 1.500 Allowable passive (horiz.)>' .150 ksf/ft depth .200 Lateral sliding coeff. - > .250 .350 ***Masonry***. ***Concrete*** f'm > 1.500 ksi Pc > 2.500 ksi Em > 1125000 ksi fy > 40.000 ksi Fs > 20.000 ksi Es > 30000000psi F's > 16.000 ksi m > 18.824 n > 26.667 0 > .850 Fb max. > .150 ksi 0 > .900 -------------------------------Wall data -------------------------------- Cantilevered wall may use varying thickness segments Height of retained earth Segment. Ht.(feet) Ht.(feet) 1 .000 to 4.000 2 .000 to .000 3 .000 to .000 Total wall height > 8.000 (for wdl determination> Additional dead load > .360 kips/ft ----------------------------Wall reinforcing' Segment 1 - concrete ------------------------------------------------------------ ----------- d > .000 inches Overload factor > 1.700 Live loads M > .320 ft -kips Mu ) .544 ft -kips 0Mn > .000 ft -kips --- As regd. > .000 in"2 Includes 33% increase Since p actual is less than p min. Actual As > .000 in"2 --- Segment ------------------------------FOOTING DATA ------------------------------ Toe length > 1.750 feet Safety factor > 8.491 Heel length > 1.115 feet Soil pressure > 1.479 Minimum footing length > --- feet Actual footing length (L) > 4.160 feet Footing depth ) 12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > .615 ft -kips w Arm Moment ------------------------------------------------------------------------ wdl min. .360 kips 1.068 feet .744 ------------------------------------------------------------------------ Nominal t t wdl wtl 3.680 kips 2.068 feet 8.000 7.625 .343 ft -kips Segment 1 .343 kips 2.068 Tension reinforcing .709 ft -kips Segment 2 .000 kips Size Spacing; d ; %Min. fm/Fb ; fs/Fs ; f's/F's I I I Vertical 4 16.000 3.810 I 2.295 I .835 I .386 I --- Horiz. 4 24.000 kips 1.530 --- ---- --- Minimum development length> 10.000 inches Compression reinforcing Size ; Spacing;" d' ; %Min. fm/Fb ; fs/Fs ; f's/F's 1 1 I Vertical 0 .000 .000 I --- 1 --- I --- I .000 ------------------------------------------------------------------------ ------------------------------------------------------------------------ Segment 2 Nominal t t wdl .000 .000 .000 Tension reinforcing Size ;Spacing; d ; %Min. ; fro/Fb ; fs/Fs f's/F's 1 I I Vertical 0 .000 .000 1 .000 I .000 1 .000 I --- Horiz. 0 .000 .000 --- --- --- Minimum development length> 10.000 inches Compression reinforcing Size ; Spacing; d' ; %Min. ; fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 .000 --- --- --- .000 ------------------------------------------------------------------------ ------------------------------------------------------------------------ Segment 3 Nominal t t wdl .000 .000 .000 Tension reinforcing Size ; Spacing; d %Min. ; fro/Fb fs/Fs ; f's/F's . Vertical 0 .000 .000 000 .000 .000 --- Horiz. 0 .000 .000 --- --- development length) 10.000 inches Compression reinforcing Size Spacing; d' ; %Min. ; fm/Fb ; fs/Fs f's/F's I I I Vertical 0 .000 .000 I --- I --- 1 --- I .000 ------------------------------FOOTING DATA ------------------------------ Toe length > 1.750 feet Safety factor > 8.491 Heel length > 1.115 feet Soil pressure > 1.479 Minimum footing length > --- feet Actual footing length (L) > 4.160 feet Footing depth ) 12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > .615 ft -kips w Arm Moment ------------------------------------------------------------------------ wdl min. .360 kips 1.068 feet .744 ft -kips wtl 3.680 kips 2.068 feet 7.609 ft -kips Segment 1 .343 kips 2.068 feet- .709 ft -kips Segment 2 .000 kips 2.068 feet .000 ft -kips Segment 3 .000 kips 1.068 feet .000 ft -kips Soil .781 kips 3.273 feet 2.555 ft -kips 41,q - Footing .624 kips 2.080 feet 1.298 ft -kips ------------------------------------------------------------------------ EWdl min> 2.108 kips EMdl min> 5.307 ft -kips EWtl > 5.788 kips EMtl > 12.916 ft -kips EMdl min/OTM > 8,491 > 1.5 <ok> Eccentricity (e) > -.044 feet <A/2-(EM-OTM/EW)> L/6 > .693. feet L' > 6.371 feet <3*L/1-e> Resultant within middle third of footing Maximum soil pressure > '.1.479 ksf <EWtl/A + 6*Wdlxe/A"2> Minimum soil pressure > 1.304 ksf ----------------------------HEEL/TOE DESIGN ----------------------------- Heel ------------------------------------ design ; ----------------------------------- Reinforcing Heel length > 1.775 feet ; #4 at 0 in. o.c. M > .693 ft -kips #5 at 0 in. o.c. d > .000 inches ; #6 at 0 in: o.c. As min. > .000 in"2 ; #7 at 0 in. o.c. #8 at 0 in. o.c. ---_--------------------------------------------------------------------- Toe design ; --------------------------- Reinforcing ------------------------------------ length > 1.750 feet #4 at 0 in. o.c. Max soil pressure> 1.479 ksf ; #5 at 0 in. o.c. At face of wall > 1.073 ksf #6 at 0 in. o.c. M max. > 2.057 ft -kips ; #7 at 0 in. o.c.. d > .000 inches ; #8 at 0 in. o.c. As min. >' .000 in"? -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- As min > 1,198 in'2. 7 #4 bars 4 #5 bars 3 #6 bars 2 #7 bars 2 #8 bars -----------------------------LATERAL SLIDING ---------------------------- Rt > .000. kips/ft Rb > .375 kips/f.t Lateral sliding resistance > .527 kips/ft Lateral sliding resistance> .000 Allowable lateral passive pressure > Lateral passive pressure provided. > Net resistance provided > Concrete slab at base of wall ? > Thickness > .000 inches Width of slab > .000 feet Resistance provided by slab > Total resistance > Factor of safety .000 kips/ft .150 ksf/ft depth .075 kips/ft <Footing only> .601 kips/ft <Footing only>. N 000 kips/ft 601 kips/ft > 1.605 <00 Shear key must provide > -.039 kips lateral resistance Equivalent depth of shear key > 4.607 feet <Maximum 15'> Allowable lateral passive pressure > .691 ksf (At base of key> Allowable lateral passive pressure > ..691 ksf (At bottom of key> Shear key required depth > .000 inches Shear key moment > .000 ft -kips Shear key thickness > .000 inches d > .000 inches As mina > .000 in"2 #4 at 0 in. o.c. #5 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 . in. o.c.. #8 at 0 in. o.c. 22-141 50 SHEETS 22-142 100 SHEETS AMPAD 22-144 200 SHEETS 9�3 sill Anchor A35 at A35 at 'fop plate Floor Laine nailing bolts Plate sill splice. M,:ain A 4" o.c. 22" o.c. See plan 12" o.c. 4-16d Main B 4" o.c. 24 o.c. See plan 12" o.c. 4--16d Main 1,2 3.5" o,c. 20" o.c. 15" o.c. 15" p.c. 4-16d Main 3,4 4" o.c. 24" o.c. See plan See plan See plan Sill nailing shall be 16d at 16" o.c. typical unless otherwise noted.. Anchor bolts shall be 1/2" diameter x 10" at, 72" o.c. typical unless otherwise noted. A35 shall be at 48" o.c. typ-i cal .unless otherw•i se noted . Top plate splices shall be 4-16d typical unless otherwise noted. SHEARWALI._S SW 1 3/8" cdx plywood with 8d nails at 6", 12" o.c. SW 2 3/8" cdx plywood with 8d nails'at 4", 12" o.c. SW 3 3/8" cdx plywood with 8d nails at 3", 12" o.c. Retaining wall keynotes 1. 6" CMU 1. 8" CMU . .3. 11" CMU 4. Well -drained granular backfill. 5. 4" concrete slab - reinforce with 6 x 6 10/10 ga WWM. 6. Undisturbed soil. ; 1. Floor framing - see plan. 8. Provide for surface drainage adjacentto retaining wall. ` 9. .4" diameter perforated drain pipe - drain to daylight. Provide 150 felt over drain. REINFORCING STEEL 1: Reinforcing steel to conform to ASTM A615 and be intermediate grade deformed bars - type N, grade 40. 2. Unless noted, reinforcement bars to be lapped minimum 40 bar diameters. 3. " Bends in reinforcement shall be in accordance with ACI 318- 86. 4. All dimensions shown for locations of reinforcing steel are to face of bar and denote clear coverage. Unless specifical- ly noted otherwise, concrete coverage shall be 3" where concrete is placed directly against earth, and 2" where concrete is exposed to earth but is against forms. Slabs on grade shall have reinforcing at mid -depth unless otherwise noted. 5. Splices in continuous reinforcing shall have a lap of 40 bar diameters minimum in concrete construction except where shown otherwise. Horizontal laps in adjacent bars shall be staggered 5'-0" minimum. Vertical bars shall be one piece . full -height. CONCRETE NOTES 1. Concrete shall have a minimum compressive strength at 28 days and a maximum slump of: Strength.... 2500 psi Slump........ 4" 2. Construction joints shall be prepared to expose clean, solidly embedded aggregate over the entire joint interface. 3. Contraction joints in slabs, shall be so placed that the maximum dimension and area of any section do not exceed 30 - feet and 600 square feet, respectively. 4. Bottoms of all footings shall rest on firm, undisturbed soil. Minimum depth is noted on Drawings. 4�� MASONRY 1. Masonry units shall be grade N, f'm = 1500 psi conforming to the requirements of ASTM -90 and the Uniform Building Code, unless noted otherwise. 2. Mortar shall be type S as designated by the Uniform Building Code, 3. Grout shall be coarse grout as designated by the Uniform Building Code, and shall develop a minimum compressive strength of 2000 PS; at 18 days. 4. All masonry unit cells shall be grout -filled following the procedures set forth in section 2414(a) of the Uniform Building Code. 5. Blocks shall be -laid in running bond unless noted otherwise. 6. Special inspection per UBC Sec. 306 shall not be required for the work on this project. a --O 2�_3rr 0 D 0 .4- 44 c otr .zIIo-c- -O EDGE NAIL PLYWOOD TO KINGST""� DOUBLE K U.O.N. ON I STUD BOL' TYPICAL 1 - SEE SEE PLAN THREADE[ AND COUF ANCHOR e SEE DETAIL NOTE: REFER TO TABLE FOR ADDITIONAL INFORMATION HOLDOWN DETAIL 0 F_302_A . SC: 1'=I'-0' PRINTED AUG 05 1992 t 9 NOTE: REFER TO SPECIFICATIONS BY SIMPSON FOR ADDITIONAL INSTALLATION INSTRUCTIONS. KINGSTUD NAILING SHOWN ASSUMES MAXIMUM TABLE VALUES AND 8' STUD WALLS. HDA TABLE L SC: F_305_A w o 4 < F- N_ (n F- no z [x Q Q) LW N < Sz at W �J U7 W QC S _UN 0i0 I—� tom— <Q) <n� U Qui cnz cn z� HD2A 1-112" 5/8" 2-5/8" SEE PLAN IW AT 8" O.C. HD5A 2-1116" 3/9" 2-3/9" SEE PLAN 16d AT C O.C. HD6A 2-1/I6" 1/8" 2-1/8" SEE PLAN U AT 3.5" O.C. HD8A 2-I/Ib" 1/8" 3-1/8" SEE PLAN 16d AT 3" D.C. HDIOA 2-1/I6" 1/8" 1-1/8" SEE PLAN 16d AT 2.5" O.C. HD20A 2-3/16" I" 1-I" SEE PLAN N/A HDI5 2-1/8" 1-1/4" 5-1" SEE PLAN N/A NOTE: REFER TO SPECIFICATIONS BY SIMPSON FOR ADDITIONAL INSTALLATION INSTRUCTIONS. KINGSTUD NAILING SHOWN ASSUMES MAXIMUM TABLE VALUES AND 8' STUD WALLS. HDA TABLE L SC: F_305_A 0 Sz 12" MIN, STEMWALL REINFORCING FOR 1/8" DIA. 55 B26 SEE PLAN FOR FULL TABLE OAD Y LOCATE 1, APPROXIMATELY 45 DEGREES FROM WALL PLACE DIAGONAL 1 /q" MIN. I /9 MIN. IN CORNER APPLICATION v MIN. 8" MIN. FOR TYPICAL PLAN VIEW INSTALLATIONS 1/8" DIA. SSTB EMBEDMENT LINE MODEL N0. DIA. LENGTH MIN. EMBEDMENT le 55TBI6 5/8" Il" 12" SSTB20 5/8" 21" 11.11 5STB24 5/8" 25" 20" 55TB28 1/8" 29" 24" SSTB31 1/8" 34" 28" SSTB34 1/8" 36" 28" sTB ANCHoR BOLT x o TYPICAL CONT. 41 BOTTOM GARAGE DOOR OPNG SC.O L 0 AU G EXTERI, 2 X REI MUDSILL SIZE AN ANCHOF CONT. t BOTTOh ONE STORY GARAGE 1'=I' -O' e PRINTED AUG 05 1992 11 F_101_A FLASHING DETAIL. SC: 1'=['-O' AUG o 5/8' TYPE 'X' GYP. BOARD 2 X REDWOOD OR PTDF MUDSILL. SEE PLAN FOR SIZE AND SPACING OF ANCHOR BOLTS 4' CONCRETE TYPICAL PERIMETER FOOTING REFER TO TYPICAL PERIMETER FOOTING DETAIL FOR ADDITIONAL INFORMATION. HOUSE/GARAGE e J/0 PRINTED AU G 9 �ti 1992 FLOOR FRAMING SEE PL SOLID GIRDER SEE PL 4X4 PRE -C, WITH RI FOOTIN L PIER FOOTING PRINTED AU G 0 5 1992 :1-: E 2 X CRIPPLE FRAMING — 2 X REDWOOD OR PTDF MUDSILL. SEE PLAN FOR SIZE AND SPACING OF ANCHOR BOLTS. N.G. NOTE: REFER TO TYPICAL. PERIMETER FOOTING DETAIL FOR ADDITIONAL INFORMATION, INT. BRG. FTG. e IF HEIGHT OF STUDS IS LESS THAN 14', PROVIDE SOLID BLOCKING OR PLYWOOD - SHEATHING. IF GREATER THAN 9', FRAME WITH STUDS HAVING THE SIZE REQUIRED FOR AN ADDITIONAL STORY. e N.G. o . SC: 1'=I'-0' PRINri D ALI G 0 5 1992 Fa,� PERIM/CRIPPLE- WALL SC: 1'=I' -O' e 7 AU G 05 1992 EN y cn EN . IF HEIGHT OF .STUDS IS LESS Lu THAN 14', PROVIDE SOLID BLOCKING OR PLYWOOD 2 X REDWOOD OR PTDF SHEATHING. IF GREATER THAN MUDSILL. SEE PLAN FOR T, FRAME WITH STUDS HAVING" SIZE AND SPACING OF THE SIZE REQUIRED FOR AN. ANCHOR BOLTS. ADDITIONAL STORY. 2 X CRIPPLE FRAMING EN z F.G. N.G. N.G. - NOTE: REFER TO TYPICAL PERIMETER FOOTING DETAIL FOR ADDITIONAL INFORMATION. Fa,� PERIM/CRIPPLE- WALL SC: 1'=I' -O' e 7 AU G 05 1992 2i Mu[ SIT AN( Cot BO ONE STORY PERIM. L QD e SC: 1'=1'-0' 2 x 4 FLAT _-BARGE TIES -SE 2-M Al BARGE EXTERIC OR SHE, GABLE NOTCH BARGE SHEAR TRANSFER SC: 10 J 1� ROOF SHEA 2 x BLOCK SHEARWALL- FOR MORE INFORMATIO1 NOTE: REFER TO F �„�.., I wm PLYWOOD EDGE NAILING. TYREAVE J SC: 1'=I'-0' 67, In ROOF SHEAT""'� DRAG TRUS! 16d NAILS AT TRUSS BOTT TO WALL - `, FRAMED WALL - SEE ANCHOR BOLTS - SEI FOOTING - SEE PLAN 'LAN LAN. ROOF SHEATHING DRAG TRUSS - 5 SHEARPLY SEE FRAMED WALL - SEE ANCHOR BOLTS - SEI FOOTING - SEE PLAN 2 X BLOCK SHEANALL FOR MORE INFORMATIO SHEAR TRANSFER sc: *.-d ?UNTUD JAN 2(.; 1993 A, y F A35 2x13 6ETWI 5W-2 50 5_101_F SHEAR TRANSFER SC: 1"=I' -O" F I x BLOCKING COLLECTOR SC: 1"-I'-0" IOUs C515o NOTE: THIS DETAIL APPLIES TO BLOCKING BETWEEN TRUSSES OR RAFTERS DRAG STRUT 23 TOP VIEW SECTION A SC: 1'=I'-0' 1 STRAP TIE WITH _-FULL NAILING BEAM - TRIMMER 2 X KIN( L STRAP - BM TO. WALL S_209_A SC: I'=1'-0' Sept 1, 1994 County of Butte - Building Division 7 County Center Drive Oroville, California 95965 RE: Pope residence I have reviewed the truss engineering for the above-mentioned project and have found that the submitted information correctly depicts the loading and design requirements. While these documents have been reviewed to verify compliance with structural criteria, It shall'be the noted that the verifi- cation of EXACT truss dimensions is beyond the scope of our review and shall be the responsibility of others. If you have any questions regarding this item, please do not-. hesitat to c 11 this office. Sin re , 1NGlazewski o and Hawkins 0 20 Constitution Drive Suite A Chico, CA 95926 916/895-1125'1 538- 760 I 41 AGRICULTURAL AFFIDAVIT'S EMPLOYER EMPLOYEE AUG 16 1994 Please read the following carefully before signing: Section 24-21.020 Agriculture Employer/Employee (Applicable only in zones A-5, A-10, A-15, A-20, A-40 and A-160) An individual who verified, by personal affidavit and by affidavit of his employer, that he is, or will be, employed at least thirty-two (32) hours per week for at least sixteen (16) weeks per year, or that his primary source of annual income is, or is anticipated to be, derived from any of the following described occupations: (a) The preparation, care and treatment of farm land, pipelines or ditches, including leveling for agriculture purposes, plowing, discing and fertilizing the soil; (b) The sowing and planting of any agricultural or horticultural commodity; (c) The care of any agricultural or horticultural commodity..,, As used in this subdivision, "care" includes, but is not limited to, cultivation, irrigation, weed control, thinning, heating, pruning or tieing, fumigating, spraying and dusting; (d) The harvesting of any agricultural or horticultural commodity including, but not limited to, picking, cutting, threshing, field packing and placing in field containers or in the vehicle in which the commodity will be hauled on the farm or to the place of first processing; (e) The assembly and storage of any agricultural or horticultural commodity including but not limited to, loading, roadsiding, banking, stacking, binning and piling; (f) The raising, feeding and management of livestock, fur -bearing animals, bees, fish, frogs and other aquatic animals, including but not limited to, herding, housing, hatching, milking, shearing, handling eggs and extracting honey; (g) The operation, conservation, improvement or maintenance of such farm and its tools and equipment. This affidavit is valid only for the named employe.. Any change of employee requires a new affidavit to be filed.- Employer led: Employer tax records may as proof of employment status. Signed: j ",-�� P -WV Dated: 4=. AGRICULTURAL AFFIDAVIT EMPLOYEE ENVII?C't►"JE1VTAL %. AUG 16 1994 Cleo, CALIT'®'9IVIA EmployeeLE_J<.A1?7.(,99,e4,E, Soy Phone �`� c S�Z Employee's Address (Present)(a 0 Name of Property Owner d, 4 ,efA)7,o I) AJ41yco C Property Owner's Address , ;dv�, C91&0, Owner's Assessor's Parcel Number 0(r/Z" o ID -0 � Parcel SizeS.y Ac. perjury, that I am the employee of address (present) do declare, subject C . A�.€ti Z,� 6ac,ghlblw /�ANG/v and that I will be employee tinder Section 24-21.020 A6,C), for at least thirty-two (32) hours per a) to (g) week for at least sixteen 16 weeks per year on AP# �,o orQ Cea *Ae.D/Jc,,D t1 e, wort. Dated: 7/5? Environmental Health Approval: Permit Description and Number 0,4,L- d i o- o $ i /7 Date Issued 7— �'� By Planning Approval: Date C3 Zone _ Dwelling on AP# B' Crop/Commodity Produced ZiGG , OQCIV00_10 - AGRICULTURAL AFFIDAVIT EMPLOYER Employer e LRCW-Z-Q Employer'sAddress-7 5kq( Ao)i Name of Property Owner iaNVIROkilr4l NTAL HEA . AUG 16 1994 CHICO, CALIFORhilA Phone gib -33H355 . CA x5128 Property Owner's Address f5 Q60L Owner's Assessor's Parcel Num er Oqz --o`a `- o g� Parcel Size Ac. I, , do de arc-, subject to the penalty of to �� r?u���� ��,e� perjury, that I am the employer of 46 awl/ address (present) 3 ��S �5,�,�/ s �� and that I will be employer under Section 24-21.020 4,Q for at least thirty-two (32) hours per (a) to (g) week for at least sixteen (16) weeks per year on AP# ® r/2- 0I4-- Cr� A J -O All ON" �A&d 07W" FA"06: dui 44:oW wcN awAt0 bwAd R6li FaAAS, PgrAOstMS ok 0t6A F.o.eeWs Signed: IZ' ct- 1?64s4x"4� 4, C. C. Q�e �FssE.Q�rs��%r- Dated: Environmental Health Approval: Permit Description and Number WL 01 J - 0"1, Date Issued ) '!'1 / 5 q By o« C C s Planning Approval: Date S/ 4 Zone%—S Dwelling on AP# n4 -Z- 0 l 0- 0g 9 Crop/Commodity Produced 'jZ- 1 LE D Q GN � CFRTIFIC;TB OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Pope Residence Date........ 08/22/94 Project Address........ Bell Estates Drive Chico Documentation Author... Marty Runnells Bui d ng Perm Company................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 / 246-9522 PlanCheck Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Fma Check/Date MICROPAS4 v4.02 File -94181S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -5358 S.F Res. Submittal GENERAL INFORMATION Conditioned Floor Area..... 5358 sf Building Type .............. Single Family Construction Type ......... New Building Front Orientation. Front Facing Number of Dwelling Units... 1 Number of Stories.,2 Floor ConstructionType.... Raised Floor Component Type Wall Door Roof S1abEdge Floor Wall Floor Wall Orientation Window Window Door Door Window Window Window Window Window Window Door Window Window Window Window 'Door Front Front Front Front Right Right Left Lef t Lef t Back Left Back Back Back Back Back BUILDING SHELL INSULATION Detached 90 deg (E), ; (Package E) Insulation Assembly R -value U -Value Location/Comments 0.065 FRONT, FRONT -RIGHT, KNEE WALL, TO GARAGE LEFT, BACK, BACK -LEFT, BACK -RIGHT, RIGHT R-0 0.330 TO GARAGE IR -38 0.025 ATTIC, VAULTED R4 0.720 BLOCK TO EXT. OR--1.� 0.037 RAISED FLOOR R-0 0.076 EXPOSED BLOCK R-0 0.101 SPSRATION FLOOR R-0 20.000 NONCLOSEABLE Area (sf) (E) X17.3 (E) -24.5 (E)�-24.0 ( E) __ 8_0 (NE)' c15.0 (NE) -- 3.5 (S) 77.0 (S) 107.0 (S) 24.0 (W) 34.5 (SW) X0.0 (w) 79.0 (NW) NW)13.5 (W) 50.0 (W) 40.0 FENESTRATION # of Interior Over- U- Pan- Shading/ Exterior hang/ Framing Value es Description Shading Fins Type; 0.570 2 Drapes.Std None None VinylD 0.570 2 Drapes.Std None Yes ?inylDiv].0.570 2 Dra es.Std None NoneoodDv_ 0.570 2 Drapes.Std None None'"Glz<5.Q'- 0.600 2 Drapes.Std None NoneViriylDiv 0.570 2 Drapes.Std None Yes VinylAiv� 0.570 2 Drapes.Std None None �Vinyitsiv 0.600 2 Drapes.Std None �'�` ione ,eVinyibiv) 0.600 2 Drapes.Std N CQv Ye nyTD :v 0.570 2 Drapes.Std VnylD;iv �� 0.570 2 Drapes.Std (�� None WoodDv d. 0.600 2 Drapes.Std ��� VinylDv.. 0.600 2 Drapes . Std�j�,� None . Vny1D'v 0.570 2 Drapes.Std N g�� one V;ny1D_v 0.570 2 Drapes . Std �T ' �i Yes VinylD.v 0.570 2 Drapes -Std lone YesWooabiv` CLRTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 'CF -'1R Project Title.......... The Pope Residence Date........ 08/22/:94 MICROPAS4 v4.02 File -941815 Wth-CTZ11S9.2 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -5358 S.F Res. Submittal FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Typg,:.,..-`:: Window Left (SW) X12.0 0.570 2 Drapes.Std None None Vinyyl�Ttiv. Door Back (NW) 18.0 0.570 2 Drapes.Std None None WoodD3:v;-: Window Back (W) 48.0 0.600 2 Drapes.Std None None Vinyl: Window Right (N) -' 30.0 0.600 2 Drapes.Std . None None VinylDa.v: Window Right (N) 3.5 0.570 2 Drapes.Std None None VinylDI� . THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments :. SlabOnGrade No 859 4.0 TYPICAL SlabOnGrade • Yes 700 4.0 DEN/HALL/BATHS BelowGrade No 335 8.0 RET. WALLS BELOW GRADE ExteriorVert No 529 8.0 EXPOSED RETAINING WALL .T.nter.iorHorz Yes 36 4.0 WOODSTOVE SURROUND InteriorVert Yes 118 1.0 SHOWER/TUB ENCLOSURES InteriorHorz Yes 949 1.0 ENTRY/M.BATH/NOOK/KIT. InteriorVert Yes 168 1.0 SHOWER ENCLOSURES HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Gas[0.80 AFUE Crawlspace R-4.2 Setback AirCond �10c.,00``SEER Crawlspace R-4.2 Setback Gas .0:800 AFUE Crawlspace R-4.2 Setback AirCond -1000_SEER Crawlspace R-4.2 Setback WATER HEATING SYSTEMS = Number Tank Externa... in Energy Size Insulation:, .Tank Type Heater Type Distribution Type System Factor (gal) R-valud: Storage�~~Ga_s� Standard._:. SPECIAL FEATURES/REMARKS As per CEC requirements, stairs are counted twice when determining total square footage. I :CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CFy1R . Project Title.......... The Pope Residence Date........ 06/22f9: MICROPAS4 v4.02 File -94181S Wth-CTZ11S92- Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -5358 S . F Res. Submittal.:.: , COMPLIANCE STATEMENT This certificate of compliance lists the building features and. performance;::; specifications needed to comply with Title -24, Parts 1 and 6 of the,:'°:.; ;::.: California Code of Regulations, and the administrative regulations to=::.: implement them. This certificate has been signed by the individual with`:::..^:;. overall design responsibility. when this certificate of compliance 3s submittedfor a single building plan to be built in multiple orientations,:: any shadingfeature that is varied is indicated in the Special Features'/ Remarks section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name. ..• Name.... Marty Runnells Company. Company. Energy Calculation Svcs' Address. Address. 1907 Mangrove Ave. Ste D: Chico, California 9592 s' Phone... Phone... (916) 894-8466 License . Signed... Signed.. (date ate ENFORCEMENT AGENCY ...Name.... -Title. _.. .-Agency. . Phone... ...Signed . . date J 08-,2-1994 03:25PM FROM E.C.S. -Chico, California TO Butte Bldg Dept P.03 COMPUTER METHOD SUMMARY Page 1 C -,2R :.:;Froiect Title ........... The Pope Residence Date........ 08/22/94 :..P�o3ect Address.,...... Bell Estates Drive Chico '..:Documentation Author... Marty Runnells Buzl ing Permit °:Company.....: .......... Energy Calculation Svcs. 'telephone ............. (916) 894-8466 / 246-9522 Plan Check Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Fze C ec Date. :.Climate Zone........... 11 MICROPAS4 v4.02 File -941815 Wth-CTZ11S92 Program -FORM C -2R User##-MP1333 User -Energy Calculation Svcs. Run -5358 S.F Res. Submittal.**. MICROPAS4 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Total Standard Proposed Design Design 13.46 10.98. 4.88 29.32 10.83 8.37 6.41 25.61 Compliance Margin 2.63 2.61 -1.53 3.71 }}� Building complies with Computer Performance *** GENERAL INFORMATION _. Conditioned Floor Area..... 5358 sf Building Type .............. 'Single Family Detached Construction Type ......... New :. Building Front Orientation. Front Facing 90 deg (E) Number. of Dwelling Units... 1 Number of Building Stories. 2 =; Weather Data Type........... ReducedYear Floor Construction Type.... Raised Floor (Package E) Number of Building Zones... 2 Conditioned Volume......... 54648 cf Footprint Area ............. 3799 sf Ground Floor Area.......... 3799 sf Slab -On -Grade Area......... 1559 sf Glazing Percentage......... 14.4 % of FA Average Ceiling Height..... 10.2 ft BUILDING ZONE INFORMATION :. Floor # of Vent Special :. Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (Cf) Units itioned Type (ft) (sf)- 'MAIN .'Rdsidence 3799 42176 0.71 Yes Setback 8.0 n/a `LOWER '-Residence 1559 12472 0.29 Yes Setback 8.0 n/a 08.22-1994 03:27PM FROM E.C.S. -Chico, California TO Butte Bldg Dept P.01 COMPUTER METHOD SUMMARY Page 2 C -•2R Project Title.......... The Pope Residence- Date 08/22/94 MICROPAS4 v4.02 File -94181S Wth-CTZllS92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -5358 S.F Res. Submittal Surface MAIN 1 Wall 2 wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Wail 8 Wall 9 Wall 10 Wall 11 Wall 12 Wall 13, Wall 14 Wall 15 Door 16 Roof 17 Roof 19. Floor 5 ExteriorVert 20 Wall 21 wall 22 Wall OPAQUE SURFACES Area . U- Insul Act Solar Form 3 (sf) value R-val Azm Tilt Gains Reference 492 0.065 R-19 18 0.065 R-19 100 0.065 R-19 255 0.065 R-19 574 0.065 K-19 163 0.065 R-19 648 0.065 R-19 .36 0.065 R-19 32 0.065 R-19 64 0.065 R-19 36 0.065 R-19 359 0.065 R-19 324 0.065 R-19 123 0.065 R-19 20 0.330 R-0 2464 0.025 R-38 1446 0.025 R-38 2240 0.037 R-19 (Thermal Mass) 80 0.076 R-0 248 0.076 R-0 201 0.076 R-0 Surface LOWER 18 S1abEdge Surface MAIN 1 Window 2. Window 3 Door 4 Window 5 Window 6 Door 7 Window 8 Window 9 Window 10 Window 11 Window 12 Window 90 90 Yes None 45 90 Yes None 90 90 -Yes None 90 90 No None 180 90 Yes None 180 90 Yes None 270 90 Yes None 225 90 Yes None 315 90 Yes None 270 90 Yes None 270 90 No None 0 90 Yes None 0 90 No None 0 90 Yes None 0 90 No None 0 0 Yes None 90 24 Yes None 0 0 No None 90 90 Yes None 180 90 Yes None 270 90 Yes None PERIMETER LOSSES Length F2 Insul Solar (ft) Factor R-val Gains 137 0.720 R-0 Location/Comments No BLOCK TO EXT. FENESTRATION SURFACES # of Vent Sc Area Pan- Frame Open U- Act Glass (sf) es Type Type value Azm Tlt Only 18.0 2 VinylDiv Fixed 0.570 90 90 0.88 3.5 2 VinylDiv Fixed 0.570 90 90 0.88 24.0 2 WoodDiv Hinged 0.570 90 90 0.88 18.0 2 vinylDiv Fixed 0.570 90 90 0.88 3.5 2 'IinylDi.v Fixed 0.570 90 90 0.88 28.0 2 Glzc50% Hinged 0.570 90 90 0.88 6.3 2 VinylDiv Fixed 0.570 90 90 0.88 15.0 2 VinylDiv Fixed 0.570 90 90 0.88 3.5 2 VinylDiv Fixed 0.570 90 90 0.88 15.0 2 VinylDiv Fixed 0.570 90 90 0.88 3.5 2 VinylDiv Fixed 0.570 90 90 0.88 15.0 2 VinylDiv Fixed 0.570 90 90 0.88 SC Interior Int Shading/ Shade Description:..: 0.78 Drapes.Std 0.78 Drapes.Std 0.78 Drapes.Std 0.78 Drapes.Std . 0.78 Drapes.Std 0.78 Drapes.Std 0.78 Drapes.Std 0.78 Drapes.Std 0.78 Drapes.Std 0.78 Drapes.Std 0.78 Drapes.Std 0.78 Drapes.Std J 08-22-1994 03:29PM FROM E.C.S. -Chico. California TO Butte Bldg Dept P.02 COMPUTER METHOD SUMMARY Page 3 C�.'aR. Project Title.......... The Pope Residence Date........ 08/2Z/94 MICROPAS4 v4.02 File -94181S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -5358 S.F Res. Submittai '.": FENESTRATION SURFACES # of Vent SC Sc Interior Area Pan- Frame Open U- Act Glass Int Shading/.; .;. Surface (sf) es Type Type value Azm Tlt Only Shade Descriptipn- 13 Window 3.5 2 VinylDiv Fixed 0.570 90 90 0.88 0.78 Drapes.Std' 14 Window 15.0 2 VinylDiv Fixed 0.570 90 90 0.88 0.78 Drapes.Std. 15 Window 3.5 2 VinylDiv Fixed 0.570 90 90 0.88 0.78 Drapes. Std.",".;'-"' 16, Window 15.0 2 VinylDiv Fixed 0.570 90 90 0.88 0.78 Drapes. Std'... 17 Window 3.5 2 VinylDiv Fixed 0.570 90 90 0.88 0.78 Drapes. Std .18 Window 15.0 2 VinylDiv Slider 0.600 45 90 0.88 0.78 Drapes.Std::'"'':'::;:: 19 Window 3.5 2 VinylDiv Faxed 0.570 45 90 0.88 0.78 Drapes. Std .20 Window 15.0 2 VinylDiv Fixed 0.570 180 90 0.88 0.78 Drapes.Std.',-.:: .21 Window 3.5 2 VinylDiv Fixed 0.570 180 90 0.88 0.78 Drapes. Std; " :;::;' . 22 Window 15.0 2 VinylDiv Fixed 0.570 180 90 0.88 0.78 Drapes. Std'':;:.: ':.. 23 Window 3.5 2 VinylDiv Fixed 0.570 180 90 0.88 0.78 .. Drapes. Std: x';:f°.'.' 24 Window 20.0 2 VinylDiv Fixed 0.570 180 90 0.88 0.78 Drapes. :25 Window 8.0 2 VinylDiv Slider 0.600 180 90 0.88 0.78 Drapes. Std 26 Window 20.0 2 VinylDiv Fixed 0.570 180 90 0.88 0.78 Drapes. Std.:.: 27 Window 12.0 2 VinylDiv Slider 0.600 180 90 0.88 0.78 Drapes.Std'.::: 28 Window 12.0 2 VinylDiv Slider 0.600 180 90 0.88 0.78 Drapes. Std..- td:29 29 Window 24.0 2 VinylDiv Slider 0.600 180 90 0.88 0.78 Drapes.Std 34 Window 15.0 2 VinylDiv Fixed 0.570 270 90 0.88 0.78 Drapes.Std'. 35 Door 20.0 2 woodDiv Hinged 0.570 225 90 0.88 0.78 Drapes. Std.`• 36 Window 15.0 2 VinylDiv Slider 0.600 270 90 0.88 0.78 Drapes. Std:::::.: :. 37 window 3.5 2 VinylDiv Fixed 0.570 270 90 0.88 0.78 Drapes.Std .38'Window 15.0 2 VinylDiv Slider 0.600 315 90 0.88 0.78 Drapes.Std. 39 window 3.5 2 VinylDiv Fixed 0.570 315 90 0.88 0.78 Drapes.Std 40.Window 18.0 2 VinylDiv Fixed 0.570 270 90 0.88 0.78 Drapes.Std" 41 Window 3.5 2 VinylDiv Fixed 0.570 270 90 0.88 0.78 Drapes.Std 42 Door 40.0 2 WOodDiv Hinged 0.570 270 90 0.88 0.78 Drapes.Std. 43 Window 7.0 2 VinylDiv Fixed 0.570 270 90 0.88 0.78 Drapes.Std.. 44 Window, 18.0 2 VinylDiv Fixed 0.570 270 90 0.88 0.78 Drapes.Std 45 Window 3.5 2 VinylDiv Fixed 0.570 270 90 0.88 0.78 Drapes.Std-. 46 Window 12.0 2 VinylDiv Fixed 0.570 225 90 0.88 0.78 Drapes.Std­ 47 Window 16.0 2 VinylDiv Fixed 0.570 270 90 0.88 0.78 Drapes.Std.-' '48 Door 18.0 2 W4odDly Hinged 0.570 315 90 0.88 0.78 Drapes.Std"..,:;. 49. Window 32.0 2 VinylDiv Slider 0.600 270 90 0.88 0.78 Drapes.Std.::. 50 Window 32.0 2 VinylDiv Slider 0.600 270 90 0.88 0.78 . Drapes. Std:.. 53 Window 15.0 2 VinylDiv Slider 0.600 0 90 0.88 0.78 Drapes.Std' :.`:. 54 Window 3.5 2 VinylDiv Fixed 0.570 0 90 0.88 0.78 Drapes. Std 55.Window 15.0 2 VinylDiv Slider 0.600 0 90 0.88 0.78 Drapes. Std..:;: LOWER 30 Window 13.5 2 VinylDiv Slider 0.600 180 90 0.88 0.78 Drapes.Std:;:. 31 Window 13.5 2 VinylDiv Slider 0.600 1.80 90 0.88 0.78 Drapes.Std 32 window 24.0 2 VinylDiv Slider 0.600 180 90 0.88 0.78 Drapes.Std 33 window 14.0 2 VinylDiv Slider 0.600 180 90 0.88 0.78 Drapes.Std:.: .51 Window 24.0 2 vinyl Slider 0.600 270 90 0.88 0.78 . Drapes.Std.:'.; '52 Window. 24.0 2 Vinyl Slider 0.600 270 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Surface (6f) U -value MAIN/LOWER Area 1 Floor 1559 0.101 2 Wall Page 4 (sf) C.- 2R Project Title.......... The Pope Residence R -value Location/Comments Date........ 08/22/94 1..0 MICROPAS4 v4.02 File -94181S Wth-CTZI1S92 Program -FORM C -2R 1.0 24.0 0.67 R-0.0 User##-MP1333 User -Energy Calculation Svcs. 0.98 Run -5358 TYPICAL S.F Res. Submittal..: 28.0 0.98 R-0.0 DEN/HALL/BATHS 335 OVERHANGS AND SIDE FINS 28.0 0.98 R-11.4 RET. WALLS BELOW GRADE:'.. 529 8.0 28.0 0.98 Window- overhang 36 4.0' Left Fin Right Fin..= 118 1.0 Area 0.67 R-0.0 SHOWER/TUB ENCLOSURES.., Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth H#h_t: MAIN :;. .::... 2 Window 3.5 3.5 n/a 2 1.5 n/a n/a n/a n/a n/a n/a n/a 5 Window 3.5 3.5 n/a 2 1,5 n/a n/a n/a n/a n/a n/a n/a 9 Window 3.5 3.5 n/a 2 1.5 n/a n/a n/a n/a n/a n/a n/a 1.1 Window 3.5 3.5 n/a 2 1.5 n/a n/a n/a n/a n/a n/a n/a " n`/a -. i3 Window 3.5 3.5 n/a 2 1.5 n/a n/a n/a n/a n/a n/a n/a . 15 Window 3.5 3.5 n/a 2 1.5 n/a n/a n/a 'n/a n/a n/a n/a n/a 17 Window 3.5 3.5 n/a 2 1.5 n/a n/a n/a n/a n/a n/a n/a n./a 19 Window 3.5 3.5 n/a 2 1.5 n/a n/a n/a n/a n/a n/a n/a 1141*:. 29 Window 24.0 4 - n/a 21 2.5 n/a n/a n/a n/a n/a n/a n/a 'n:/a`: 40 Window 18.0 6 n/a 12.3 2.5 n/a n/a n/a n/a n/a n/a n/a .:ri/ : ;::.. 41 Window 3.5 3.5 n/a 12.3 .67 n/a n/a n/a n/a n/a n/a n/a :n/a... 42 Door 40.0 6.67 n/a 12.3 2.5 n/a n/a n/a n/a n/a n/a n/a n/a::. 43 Window 7.0 3.5 n/a 12.3 67 n/a n/a n/a n/a n/a n/a n/a 44 Window 18.0 6 n/a 12.3 2.5 n/a n/a n/a n/a n/a n/a n/a 45 Window 3.5 3.5 n/a 12.3 .67 n/a n/a n/a n/a n/a n/a n/a, INTER -ZONE SURFACES Mass Type; MAIN 7 InteriorHorz 8 InteriorVert LOWER 1 SlabOnGrade 2 . S1abonGrade 3 DelowGrade 4 ExteriorVert 5 InteriorHorz 6 InteriorVert Insul Form 3 R-val Reference Location/Comments R-0 None R-0' None SPERATION FLOOR NONCLOSEABLE Area Surface (6f) U -value MAIN/LOWER Area 1 Floor 1559 0.101 2 Wall 24 20.000 Mass Type; MAIN 7 InteriorHorz 8 InteriorVert LOWER 1 SlabOnGrade 2 . S1abonGrade 3 DelowGrade 4 ExteriorVert 5 InteriorHorz 6 InteriorVert Insul Form 3 R-val Reference Location/Comments R-0 None R-0' None SPERATION FLOOR NONCLOSEABLE THERMAL MASS Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value Location/Comments 949 1..0 24.0 0.67 R-0.0 ENTRY/M.BATH/NOOK/KIT. 168 1.0 24.0 0.67 R-0.0 SHOWER ENCLOSURES 859 4.0 28.0 0.98 R-2.0 TYPICAL 700 4.0 28.0 0.98 R-0.0 DEN/HALL/BATHS 335 8.0 28.0 0.98 R-11.4 RET. WALLS BELOW GRADE:'.. 529 8.0 28.0 0.98 R-11.4 EXPOSED RETAINING WALL.: 36 4.0' 21.0 0.59 R-0.0 WOODSTOVE SURROUND 118 1.0 24.0 0.67 R-0.0 SHOWER/TUB ENCLOSURES.., 08-22-1994 03:29PM FROM E.C.S. -Chico, California TO Butte Hy4C" SIZING Bldg Dept Page 2 P.03 . ikvAC Project Title.......... The Pope Residence Date........ MICROPAS4 v4.02 File-94181S Wth-CTZ11S92 Program-HVAC SIZING User#-MP1333 User-Energy Calculation Svcs. Run-5358 S.F Res. Submittal.:.; HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE 'MAIN' Floor Area....................... 3799 sf 42176 Volume ........................... cf Heating Cooling - Description (Btuh) (Btuh) Opaque Conduction and Solar...... 15867 7744 Glazing Conduction............... 15072 7913 Glazinq Solar .................... n/a 17227 - infiltration 23990 7238 ..................... Internal Gain.................... n/a 1491. Ducts ............................ 5493 2081 Sensible Load.................... 60422 43693 Latent Load...................... n/a 8739 Minimum Zone Load 60422 52432 ZONE 'LOWER' Floor Area....................... 1559 sf :. Volume ........................... 12472 cf Heating Cooling .• •• Description (Btuh) (Btuh) - Oppaque Conduction and Solar...... 5556 495 ,... Glazing Conduction............... 2952 1550 Glazing Solar .................... n/a 3352 Infiltration ..................... 7094 2140 Internal Gain.................... n/a 609 DuCts ............................ 1560 407 Sensible Load..................•. 17162 8554 Latent Load ...................... n/a 1711 Minimum Zone Load 17162 10264 Specifications -Cylinders: close -grained oast -Iron with deep -profile cooling fins, bored and honed. Pistons; precision finished aluminum alloy. Valves: exclusive, extended -life,, easy maintenance design. Centrifugal Unloader; assures no-load starting and prevents motor overload, stalling, and burn out. Intercooler: Large, radiating finned copper tubing with high air flow capacity to reduce pressure drop, temperature, and minimize carbon formation. Fly Wheat; Fan -bladed type. Crankshaft: counter -balanced, supported on each end by heavy-duty, precislon-finished ball -type bearings. Connecting Rods: aluminum alloy with large bearing surface. Main Bearings: heavy-duty, ball -type, Crankcase: dust -tight, totally enclosed, close-gralned cast-iron. Lubrication System: positive controlled, splash oil system feeds oil to every wearing surface, Filter/Sllencer: efficient, automotive -type cleans Intake air and reduces Intake noise. Castings; close-gralned cast -Iron. Multiple When Drive; electric motor and gasoline engine models. Receiver: ASME-NB with outlet valve and drain. Controls: magnetic starter and thermal overload protector, mounted and wired, Start -stop control, pressure switch, pressure gauge, ASME pressure-rellef valve, outlet valve, and check valve are standard equipment. Specllloellone subject to change WOW nottoe. Johnstown Industrlal Park Johnstown, PA 16804 814-260.8656 ca uopu. wrau d -Yri= asrw� ..BUTTE COUNTY•HEALTH DEPART RE: Letter of Intent Address: APN: Owners:— C- 4xE ivd ze 1� 1-AAA�� . To Whom it may concern: ON At the above referenced address X.Py 3�t���aVtelsi�dArttev�v'�We (I) plan to constructla��� y�Er _ tGawc�re�Cilis�s as described below: DESCRIPTION of CONSTRUCTION: c� `JQO��oU�'Y! I�sirre✓1cP CU/T�l WE HEREBY STATE: 1. Our intent and use of the construction. as. described above i s : 0 �j^ eC SQO S'i x /7�0/Y7 5 6 "7 0770 C2_ 2. This construction will not be used as A' additional bedroom. 3. We understand that the Health Department will give a septic clearance. for this construction based. partially on this letter of intent. Under County Code the Department cannot give approval for a second residence or additional. bedroom at this address. 4. Should we sell the property, we understand that under real estate full discloser laws, the. .buyers(s)..and sales agent(s) must be informed of the constraintson the subject construction as. noted in this. letter of..intent. We willvoluntarily make a copy of this. letter available to the buyers and their. agents.. 5. We are aware that a copy of this Letter of Intent will be kept in the Butte County Health Department and Building Department.. permanent record files for -the parcel. 6. Connection to public sewer will make this Letter of Intent null and void. We (I) have read and understand this letter of intent. III niers sign and print their nacres eith the, date: - i lie\2-94 cc: Butte County Building Department, Oroville COMDATA TRW]" CEI VER TEL PJo . 00 7 4ghr1Is Hug 1 G , 94 11 : -16Plo . GG3 F . G2 AUG 2 2 1994 AGRICULTURAL AFFIDAVIT EMPLOYEE Fiy'd"R�; 411610 C"%o c 0199.._ .- . ACl'&p9*14 Employee , an Phone q4 "3 3-_7 J> Employee's Address (Present) 3�/ 5- 6J.. 1( 'g!-.�n.s 6W i l0, CX Name of Property Owner 4,,/} lJ41NCtZ PropertyOwner'sAddress 77 3 S 't/ Act .d U 6 -f�! e 0. 7 Owner's Assessor's Parcel Number �Z" a /U �Jc Parcel Size Ac. n , do declare, subject i-the-pe.nalty.of -- ---�- perjury, that I am the employee of 5 F3u.cK VIZ. I . address (present) -7 5 r" , and that I will be employee under Section 24-21.020 ALU U for at least thirty-two (32) hours per a to'(g) week for at least sixteen 16 weeks per year on AP# 1pdL-016-0?� A,4 all oT 2 %"Nd Signe ` Dated:7/ 5?* lq�( •iitifsiiiitiiiiiiiit..tiitiiiiliiiiiiiiiiiiiisiiissssltsss�isissisissistsiiiiii#iii . Environmental Health Approval: Permit Description and Number Date Issued / i Planning Approval: .Date - ,LJ Crop/CommodityProduced Letter of Intent 135"C Location: 3515'Bell Estates Drive Chico, CA 95926 AP Number: 042-010-089 Owners: C. Lorenzo and Nancy C. Pope 773 Skyway Ave. Chico, CA 95928 916-343-2620 Statement: This property of 5:38 acres was purchased for the purpose of farming and building a primary residence. The present dwelling was constructed as an agricultural shop with a small living area for an agricultural worker. The shop is used primarily for the storage of spray equipment, experimental research equipment, and miscellaneous small farming equipment. The current research and farming services the following entities: CLP Research, Buckhorn Ranch, R&N Farms, PKT Farms, and Okamoto Farms.. The primary crop is rice with a small acreage of walnuts planted on this property. My family includes myself, my wife, and eight children. It is our intent to build a home of adequate size to house our family. The agricultural building is just over 500 square feet. It was never our intention to have this as a primary residence. With your help we would like to begin building our primary residence in.July 1994. Sincerely, c _ C. Lorenzo Pope July 10, 1994 Planning Department J U l 14 1994 Oroville, California ! COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916.538-7541 APPLICATION AND PERMIT PERMIT NO. $ 15.00 . ASSESSOR PARCEL NUMBER 042-010-089 $ 413.00 ZONING A-5 $ 206.50 BUILDING PERMIT $ 20.00 OWNER Lorenzo & Nancy Poe TELEPHONE 343-2620' SO. FT. OCC. BUILDING VALUATION 555 R 29,970.00 OWNER'S MAILING ADDRESS 773 Skyway Ave. Chico 95928 1,385 M 24,930.00* 1 7.00 7.00 CONTRACTOR'S NAME Michael Watts 410 69 TELEPHONE - 345-83'%3 , 140 F C O 1 820.00 1 15.00 15.00 Mobile Home S G I W I@ CONTRACTOR'S MAILING ADDRESS Mobile Home Facilities CONSTRUCTION LENDER JUNKNOWN LENDER'S MAILING ADDRESS CHITECT OR ENGINEER !LICENS RCHITECT OR ENGINEER'S MAILING A In LOT NO.I SUBDIVISION NAME 2 PARCEL MAP 109-30 USE OF STRUCTURE SF EJ Duplex❑ Mobilehome❑ Other SPECIFY TYPE OF WORK New ❑ Addition I Remodel ❑ Utilities ❑ Installation Other FX Describe work: Ag Conversion to Single Family _ (One Bedroom) and Garage CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract - VY ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Ipl' I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in con equen of the granting of this permi . X Date Signatur of Applic - Owner Contractor ❑ Agent ❑ An OSHA ermit i squired for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Receipt No. 141320 $852.40 PC//143128 $510.50 Addn Fees WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Fireplace I A 1,500.00 Total Valuation $ 58 222.00 Filing Fee $ 15.00 Permit Fee $ 413.00 Plan Checking Fee $ 206.50 Energy Plan Checking Fee $ 20.00 Penalty $ 826.00 Permit fee $1.480.50 PLUMBING PERMIT FilingFee 15.00 Each Trap 4 5.00 20.00 Solar or heat pump water heater 20.00 Water piping 1 7.00 7.00 Each qas water heater or vent 1 7.00 7.00 Gas piping system 1 - 5 outlets 5.00. 5.00 Building sewer 1 15.00 15.00 Mobile Home S G I W I@ 15.00 Permit Fee $ 177 nn Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 1 18.50 18.50 Main service 1000AI 37.50 //2DGATO NEW CONST l ACCLBLOGS.DWELING CCUP.Bi) OR ADDNS/ X3.6Csq. ft. 67.90 NEW CONSTR ULTI-OUTLET NON•RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS &) SINGLE OUTLET CIR. Ex. OCcup(OUTLETS OR FIXTURES 20 760 FIXED APLNS. Ex. Occup. OUTLETS P(RESID.)REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 Penalty 2 x 86.40 1172.80 Permit Fee $ 274.20 Contractor MECHANICAL PERMIT FilingFee 15.00 Heating 1 19.00 9.00 Dual Pak Cooling 1 9.00 9.00 Hood 1 6.50 6.50 Ventilation 1 4.50 4.50 I FhMM Penalty 2 x 29 $ 58.00 Mobile Home Installation Fee S Energy Inspection Fee $ 40.00 OCC CONSTTYPE R-3 ITOTAL FEE $2,073.70 J� HA2 DV FEES I IMP I FLOOD I CDF I PARCEL I PD I HD I ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been✓ paid. BY ��dYQ ' RT `�J� WORK ate J �' 9 PERMIT EXPIRES `Date / �/9�! 02 -- 610 - 0F5 Structural Calculations MIKE WATTS CONSTRUCTION FOOTING DESIGN BUTTE COUNTY, CALIFORNIA June 2, 1993 JOB NO. 93-06-15 PaOFEss,ON O T D. q< Oa, McC, Robert D. McGhie, SE 2320 a n 60 Declaration Dr., Suite C No. 2320 916-891-0903 Chico, CA 95926 s"TF OF CA`P f-OP� 1 EXP. '12,/3993 `� ��� fT r BU�'E COUNt'1r BUR DW DEPARTMEN A-PPPVED —19C . �3 8 Robert D. McGWe Structural Engineer 60 Declaration Dr., Suite C Chico, CA 95926 (916) 891-0903 JobA&KE G4j4-T TS Sheet of Z Date 6 -/ -17 3 BY (L�Checked by el Robert D. McGhie Structural Engineer 60 Declaration Dr., Suite C Chico, CA 95926 (916) 891-0903 Job Sheet Z of Z Date to -/— f3 By Checked by Lorenzo & Nancy Pope 773 Skyway Ave. Chico, CA 95928 Dear Mr. & Mrs. Pope; t BEAUTY 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538.7541 FAX: (916) 538-2140 May 7, 1993 RE: Special Inspection #93-18 A.P. #042-010-089 With reference to the above subject and your request for inspection of the conversion of an agriculural building to a single family residence at the Northwest corner of Bell Estates.Dr. and Bell Rd., Chico, the inspection was made on May 4, 1993. " The conversion.was constructed without permits and inspection from this office, so we were not able to perform the required inspections during construction. We therefore made a reasonable visual inspection, without going on the roof, under the building, or in the attic and found the conversion appears to -conform to the intent of code requirements, except for the following items which must be done or resolved: 1. The second floor area does not have the minimum ceiling height required by the 1991 Uniform Building Code(UBC), Section 1207a, and therefore cannot be used as a habitable area. Remove the electrical convenience outlets, provide a building envelope which conforms to California Title 24 energy standards, and which excludes the second floor area as a conditioned space. Provide a tight fitting, weatherstripped door between the second floor area and the conditioned space. 2. During the special inspection on May .4, 1993, the contractor stated that the first floor living area would be used as a bedroom if the second floor was not habitable. The 1991 UBC, Section 1104, prohibits a garage opening.into a room used for sleeping purposes. 3. Verify adequate footings and foundation. 4. Provide Health Department clearance. 5. Verify proper installation of electrical system, including gounding, bonding, wire size, etc. 6. Verify proper installation of gas appliances, including vents and combustion air. This may require the removal of sheetrock to allow visual inspection of the water heater vent. („Letter for Lorenzo & Nancy Pope, Special Inspection #93718, A.P.#042-010-089 ;. Page 2 May 7, 1993 7. Extend pressure relief valve line on water heater to outside and down, or move the water heater. 8. Verify that gas piping is properly installed. 9. Verify proper installation of woodstove flue. 10. Verify firewall between garage and residence, and under stairs. 11. Elevate the woodstove in the garage 18" above the floor. 12. Install smoke detectors throughout per 1991 UBC, Section 1210. 13. Comply with any items identified during plan check. This inspection by the County of Butte does not act as a guarantee or, warranty as to the internal soundness of said conversion. It is now in order for you to submit complete plans in triplicate to this office including plot plans, floor plans and structural details, apply for the required permits, and pay the appropriate fees and penalty. The' permits must be obtained and above listed items completed within thirty days of the date -of this letter. Should you have any questions concerning this matter, please contact Scott Rutherford of this office at (916)538-7541. Yours very truly; SR:hla David Purvis Manager, Building Inspection cc: Assessor Health Department Building Inspector 0 0 W T "-72. -X'.002 � ✓-�� / U � .. �Y `� .; '�:, ��. � , • . ,. �� �� _ ;. �� 4 ;i,. �. ..— a_ � �. k { . ,� �I� . ;:I ;� `,a . _ .A � .. .. ' .} Y_ + •{ _ .,lf ,( .. .. { ;4 � ' COUNTY OF BUTTE - DEPARTML-NT OF 1106 PUBLiC 'y O,dKS PERMIT N0. 7 County Center Drive - Oroville, California 95965 - Telephone., x.16 538-7541 IV 8A -`f APPLICATION AND PERMIT ., ASSES OR PARC'Eti NUMBER A — _ ZONIN BUILDING PERMIT OWNER 7� y /y TEL HONE SO. FT. ! OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS U G I CON RAC OR•S NAME TELEPH NE CONTRACTOR'S MAILING ADDRESS �/ /f/�dQv Ug55 Fireplace I C NST UCTION LENDER UNKNOWN Total Valuation $ a Filing Fee S 15.00 LENDER'S MAILING ADDRESS Permit Fee $ - HI ECT OR E INEER - LICENSE NO. Plan Checking Fee $ Energy Plan ChecKi.n , $ ,Qj� vv ARCHITECT ENGINEER'S MAILING ADDRESS Penalty 7�c 377 m Tl' BUILDING ADDRESS 7 Permit fee PLUMBING PERMIT E�FilingFee 15.00 [7l� Each Trap 5-001„x,00 Solar or heat pump water heater 1 1 20.00 LOT N SUBDIVISION NAME PARCEL MAP 6 Water piping -.- ''"= 7.00 .;. ,O Q Each qas water heater or vent 1 7.00 0 USE OF STRUCTURE O -3� SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 00 Building sewer 15.00 ,62 Mobile Home I S G W 1 @ 15.00 TYPE OF WORK New Addition;_ Remodel;_ Utilities ❑ Installation[ Other Describe work:A 6 C,01V %'X r TO Permit Fee Contractor 7-7 ' ELECTRICAL PERMIT 4 Filing Fee 15.00 1 Main service 200A OR LESS 200A OR LESS 18.50 I Main service 20CATO 1000AI 37.50 CONTRACTORS LICENSE LAW ' I declare under penalty of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification (J I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.6I OR ADDNS. 1 ACC. BLDGS.� 3.50 sq.tt. NEW CONSTR. ULT[ -OUTLET NON.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS 6 SINGLE OUTLET CIR. I Ex. OCCUp\/ OUTLETS OR FIXTURES 20 76d FIXE EX. Occup. OUTLETS P TS IRESIO IAPPLNSREA.I I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 . Z;rr Permlt Fee Contractor j — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have places on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling Hood 6.50 S Ventilation R#t-Fee �� Contractor $ Q , I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. also agree to save, indemnify and keep harmless the County of Butte againstTOTAL liabilities, judgments, costs, and expenses which may in an way accrue against said County in consequence of the granting of this permi-- X Date / `� r- — Agent Signature of Applicant Owner C Contractor � G An OSHA q ion of structures over 3 stories inehe excavations over 5'0" deep and d molition or construct- Mobile Home Installation Fee S , Energy Inspection Fee $19, )I OCC CONST TYPE KPO-1 FEE3,v��all i !HAt 0FEES IMP FLOOD COF PAR EL HD I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC y ERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date �eceipt No. ,!r `Q� — 3 ITC-O.P.W.. YCLLO-A38C330R. PINK -INSPECTOR. GOLD CN ROD• PP ICANT s COUNTY OF BUTTE - DEPARTHM OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 OWNER 10j9C-,,v11Z�'%%� �`� ��� A . P . NO . o� �� �G FC PROPOSED BUILDING USE S �� (S F DATE REC. # DATE REC F2.School District Fees (paid at District Office) ........................... Sheriff Fees (paid at Building Department) Residential .... unit amt. Commercial(per sq.ft.) X =$ sq.ft. , amt. 3. Urban Area Fees (paid at Building Department Residential.(per unit) X _$ # units amt. Commerical(per sq -ft.) % =$ sq . f t'. amt. 4. Recreation District Fees (paid at District Office) ........................... 5. Drainage District Fees (Contact Land Development) ......................... 6. Other 5- 7. 7. Other At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE �►�{''�tc'�f,ti.�,f`�'►�+h>r-.n•ib�!'tiai"+:,�•Iw,��+�•-"�'r•:-�t'�ik�'�'A•M'r�� �-•+�.r,q� ."�-"-:. a -, ^, COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916)538-7,941 PERMIT APPLICATION DATASHEET OWNER P. �'Z Proposed Building Use �, _ Building Inspect o Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY All items ha a been submitted. ..... ... . 2. Plot plans,(/4 sets, signed by preparer of plans. ....c'� 3.' Complete plans, 3/4 sets, signed by preparer of plans. ......... ,•. ...... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . .......................................... . 6. Energy Design Compliance and supporting documentation . .................. o < S 7. Statement of Intent for Non -Heated and A/C Buildings . ....................... oa 8. Engineered truss details and layout in duplicate (required prior to plan check). .... obilehome data and m rlufactuTr's installation instructions, 2 s es of $ 21 C S':c° P ..S T. . /. e f l`P.: �. .. . ... 1. Impact fees a shown on attached schedule . ................ ... 12. California Department of Forestry plan approval/fees. ........�R ...... . 13 Flood elevation letter (100 year flood) by California Engineer . ............... . 14. Sanitation and plot plan approvalHealth Department . ............ 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: ontact Land Development about (A) Improvements (B) Drainage. ........... Driveway permit (construction approval required prior to occupancy). . . P,;4Asped6on requeess - Pre -inspection for required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner ............ 4. Recorded copy of Agricultural Acknowledgement Statement . .................. v 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of wa to a pulic oad 27. Letter of intent on building use. 570,k y . S. / %e �. ......... 28. Mobilehome utility clearance . ................... 29. Documentation of legal access . .....................:................. . 30. Documentation of 50% subdivision developed or (A) Road improvements completed l and (B) Parcel meets zoning area and frontage requirements. 31. Existing violations/expired permits . ...................................... 32. Plan check list . .................................................... 33. 34. When issue the der 't, process as follows: Mail to owner. Mail to contractor. Telephone d hold for pickup at -' office. Deliver with inspector. Other Parcel Creation p�) /� 93 Acreage �! Applicant C: /-�_ Date Copy of Haz- se � Dept. Fire Dept. Air Pdlfbtion Date Copy of plans a�tihRpept. Fire Dept. • Other Date By The following Safi a %IllimtRld pr io per i ssuance: (C' cle ew item no_y checI�ed Bove). 1. Index permit for above items No. %ti. GLt00 �s2 12. Additional ite required: v f L. E Contractor, designer, owner, was advised of above required data by _ p one _mail Counter by _ Date Contractor, designer, owner, was advised of above required data, by _ phone _ mail Cou r b _ Date r�. Plans checked by \L— Date Plans approved by Date w Sets of plans on hold in File cabinet AP folder ore- TeA" r=>= gy iCopy - Department of Public Works ��j TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance F.H. USI: ONLY Hot Pkm Attached —T� ri,wr Phn nu.q d Scut to B. 1). 0rmz0 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: // Public` Private Well Clearance for bedroom mobile home. Other �/,cdiP� /719T dr�d �tf��J� S/70,10. Hold final for: Final clearance O.K. for: NOTE: /,/,d Environm tal Health Solecialist 8/92 1� 7 Date F' C tl fi �S r�R'7.!7.'_;+C', •SR[Z w SY' 'ii S ! _ ,!'a��+'i. 'v ',. , � d•�� � d•"Lr'7" u7 ,Vin, 1 •s 4 r �.,"e� ,:�;• r. } o �' .xt rif"-C�.1 x�„4? !m BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District" /� Building Department No. A.P. Number Jurisdiction City ft7 County Property Owner Property Location/Address Subdivison 4)70 NG Residential Development //aij rS �GA�/y No. f Living Y' .SSS NOJ� Units - �3S . Commercial/Industrial ,U+F{�C�eNCe U t 0 MHI New Lot No. Addition Addition (Floor Plans reviewed by School District Personnel) Sq. Footage ,/'a (Group'R) s• " Sq. Footage (Including'Exterior Roofed Areas) Date District Identification No. 93o3D School District certifies that ( piicant) 7-7 (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. ;51.g - a— by payment of $ representing School _ square feet. 0 Date' 318:x` Paid by Check Number / Remarks: �C Bank Number VQ — q3o3/7 l av Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning'Agency that this project t 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. =''x White (applicant), Yellow (building department), Pink (school district) feeformmkl (4/92) RESIDENTIAL PLAN CHECKING GUIDE 8/91 k (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # OWNER RGQPOPE' A. P. #_47,_ D Plan Checker P=J!!� GENERAL Zoning requirements: (sideyards and number of permitted living units). 2.'-V luation. ` 3ans signed by designer. 44! roper description of work on application. 5f Existing violations on property. 7;}15 PERMIT WIL4, Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). 7----7ecorded notice of violation. PLOT PLAIN tD -� omplete parcel size and dimensions.t5' Y. Setbacks, sideyards, easements, etc. Wither buildings or structures. /_r ading, fills, drainage. �6. Flood hazard. r ,6.---S-p-ecial conditions on creation map, (noise, CDF, fire sprinklers, non -comb ustible, and.foundations). r7-.--FA-U &-FAS road setback. u1 ing or utilities across lot lines (Record form). FLOOR LAN /C plete to scale plan with dimensions. 2. equired windows for light and ventilation (Sec. 1205)._ Re 'red windows for second exit (Sec. 1204). �• Sk -ts (Chapter 34 & Sec. 5207). uma impact glass (Sec. 5406). bV quired room sizes, ceiling heights (Sec. 1207). 7 GF in baths, garage, kitchen, and exterior outlets (Article 210-8). t fixtures, switches, receptacles, and exterior receptacles for main- ena ce of mechanical equipment. o tions of water heater, heating and cooling equipment, other electrical o gas equipment. 1 a age firewall, door size, and closer (Sec. 503(d)(3)). 1 3'0" xterior exit door (sec. 3304 M. 1 i; ace and wood stove location, alcoves, and clearance. ll�: oke detectors (Sec. 1210). 1 Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 1. Standard bracing or engineered design (Table 25V) dual shape, size, or split level house requiring lateral design. -3-.--Crerestory requiring balloon framing and/or engineering. ree story building requiring engineered calculations and plans. F ndation plan complete enough to construct building. loor construction details complete enough to construct building. . / Elevations..and{wall-canstruction details complete enough to construct building 8! Roof construction -details complete enough to construct building. �'/��ireplace construction details and calcs if necessary. 1WAafter ties -or .:bearing ridge beam. 1 . arage door or -porch header sizes. 1'. Stud heights. i -Adobe soils - special foundation design. 1.4 -'Retaining walls requiring design. J.S.�pecial Inspection required. RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR . Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). uardsa'1 details (Sec. 1711 & 3306(j). c K or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). woof covering type - (fire hazard). insulation - protection. 86-'fiW halls and stairways. 0 -.---Living area over garage - complete 1 -hour separation includ' g supporting walls and posts, etc. exits on three-story dwellings (sec. 3303 & see . Attic access and ventilation (Sec. 3205). �Tf1oor access and ventilation (Sec. 2516). 1_ -.-'-C o m b ' n air for fuel burning appliances - L.P.G. oise requirements on duplexes. 1 ergy design. 1 F1 shing at all exterior openings. 1 D responsible area requirements. 0 C)'4 -To- 4�� 050;� 8/91 required on garage side Mezannines - 1716). requirements. HVAC SIZING Page 1 HVAC ------------------------------------------------------------------------------- Project Title.......... Mike Watts Date........ 04/16/93 Project Address........ --------------------- Chico, California Documentation Author... ROBERT HEATON .Company ................ ROBERT HEATON Telephone.............. (916)343-8038 Building Permit # Plan .Check / Date Compliance Method...... MICROPAS4 by Enercomp, Inc. ; Field Check/ Date ; Climate Zone ..... 11 --------------------- MICROPAS4 v4.01 File-MWATTS Wth-CTZ11S92 Program -HVAC SIZING ; User#-MP0400 User -ROBERT HEATON Run -HOUSE ; ------------------------------------------------------------------------------- GENERAL INFORMATI Floor Area............ .1140 sa#/ Volume ............... 12800 cf Front Orientation..... .... Fron—cing 270 deg (W) Sizing Location......... 0 EXP STA Latitude ................... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F ' Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... No Exterior Shading Used....:. No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Cooling Description. .(Btuh) (Btuh) ----------------=-------------------------------------- Opaque Conduction and Solar...... 8292 2767 Glazing Conduction ............... 2694 1503 Glazing Solar .................... n/a 3078 Infiltration ..................... 8094 2660 Internal Gain .................... n/a 1875 Ducts ............................ 1908 1188 Sensible Load .................... 20987 13071 Latent Load ...................... n/a 2614 ----------- ----------- Minimum Total Load 20987 15685 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design.factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CERTIFICATE OF COMPLIANCE': RESIDENTIAL Page 1 -CF-1R' P.roject.'Title.......... Mike Watts Date........ 04/16/93 Project Address........ Chico, California Documentation Author... ROBERT HEATON ; Building Permit # ; Company ................ ROBERT HEATON Telephone .............. (916)343-8038 ; Plan Check / Date -Compliance Method...... MICROPAS4.by Enercomp, Inc. ; Field Check/Date ; Climate Zone.. it --------------------- -------------------------- --------------------- -------------------------- ; MICROPAS4 v4.01 File-MWATTS Wth-CTZ11S92 Program -FORM CF -1R ; User#-MP0400 User -ROBERT HEATON Run -HOUSE' ; ------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area...... 1140 sf Building Type ........:..... Single Family Detached Construction Type.... .... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... .1 Number of -Stories.......... 2 Floor Construction Type.... Slab On Grade (Package D)' BUILDING SHELL INSULATION Component Insulation Assembly Type R -value U -Value Location/Comments Wall- R-19 --------------------------------- 0.065 Roof R-38 0.025 'Attic Door R-0 0.330 Solid Wood, To Outside, To Garage S1abEdge R-0 0.90.0 'To Outside_ S1abEdge R-0 0.500 To Garage _ FENESTRATION ------------- Over- ' Area U- # of Interior Exterior hang/. Framing Orientation (sf) Value. Panes Shading Shading Fins Type Window Front (W) 45.5 0.870 2 Drapes.Std None None Metal Window `Left (N) 9.0 0.870 2 ' Drapes.Std None None Metal Window Right (S) 17.5 0.870 2 Drapes.Std None None Metal . THERMAL MASS ------------ Area Thickness Type ------------ Exposed -------------- (sf) (in) --------------- Location/Comments SlabOnGrade Yes 231 3.5 -------------- Exposed ---------- S1abOnGrade No 339 3.5 Covered COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of. the California Code of Regulations, and the administrative regulations to implement them.. This certificate has been signed by the individual with overall *design responsibility. When this certificate of compliance. is submitted for a single building plan to be built.in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. Name.... Company. Address. Phone... License. Signed.. DESIGNER or OWNER (date) ENFORCEMENT AGENCY Name.. . Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... ROBERT HEATON Company. ROBERT HEATON Address. 2044 PALM AVE. Chico, California 959.26 Phone... X6)343-8038/ , Signed . CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Mike Watts Date.......: 04/16/93 MICROPAS4 v4.01 File-MWATTS Wth-CTZ11S92 'Program -FORM CF -1R ; ------------------------------------------------------------------------------- User#-MP0400 User -ROBERT HEATON Run -HOUSE ; HVAC SYSTEMS ------------ Minimum Duct Duct Thermostat Equipment Type Efficiency Location ------------------------- R -value Type ------------------- ----=---------- Furnace 0:780 AFUE Attic R-5.6 Setback ACSplit, 10.35 SEER Attic R-5.6 Setback SPECIAL FEATURES/REMARKS ------------------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of. the California Code of Regulations, and the administrative regulations to implement them.. This certificate has been signed by the individual with overall *design responsibility. When this certificate of compliance. is submitted for a single building plan to be built.in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. Name.... Company. Address. Phone... License. Signed.. DESIGNER or OWNER (date) ENFORCEMENT AGENCY Name.. . Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... ROBERT HEATON Company. ROBERT HEATON Address. 2044 PALM AVE. Chico, California 959.26 Phone... X6)343-8038/ , Signed . 14ANDATORY MEASURES CHECKLIST: RESIDENTIAL Page •1 MF -1R Project Title.......... Mike Watts Date........ 04/16/93 Project Address........ --------------------- Chico, California Documentation Author.... ROBERT HEATON Company ................ ROBERT HEATON Telephone .............. (916)343-8038 Building Permit # Plan Check / Date "Compliance Method...... MICROPAS4 by Enercomp, Inc. ; Field Check/ Date ; Climate Zone........... 11 --------------------- MICROPAS4 v4.01 File-MWATTS Wth-CTZ11S92 Program -FORM MF -1R ;. User#-MP0400 User -ROBERT HEATON. Run -HOUSE ; ------------------------------------------------------------------------------- Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements.listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0- perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints .and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. - 150(f): Special infiltration barrier installed to comply with Sec. 151 meets.CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... Mike Watts Date........ 04/16/93 ------------------- -------------- MICROPAS4 v4.01 File-MWATTS Wth-CTZ11S92 Program -FORM MF -1R ; User#-MP0400 User -ROBERT HEATON Run -HOUSE ; ------------------------------------------------------------------------------- SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certifiedby the CEC. 150(i): Setback thermostat on all applicable heating systems. 150(i): -Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation' (R-16 or greater). .2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees .insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. _ 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. .At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms.with water closets; and recessed ceiling fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R ------- ---- Project Title.......... Mike Watts Date..... 04/16/93 Project Address........ ---------------------- Chico, __________________Chico, California ; Documentation Author... ROBERT HEATON ; Building Permit # ; Company ................ ROBERT HEATON Telephone.............. (916)343-8038 ; Plan Check / Date ; Compliance Method...... MICROPAS4 by Enercomp, Inc. ; Field Check/ Date ; Climate Zone...:....... 11 ______________ ---- ---------- MICROPAS4 v4.01 File-MWATTS Wth-CTZ11S92 Program -FORM C -2R , User#-MP0400 User -ROBERT HEATON Run -HOUSE ; ------------------------------------------------------------------------------ MICROPAS4 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (.kBtu/sf-yr) Design Design Margin = = Space Heating...:...... 15.55 14.69 0.86 = - Space Cooling.......... 11.40 11.10 0.30 = = Total 26.95 25.79 1.16 = _ *** Water Heating not calculated GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type .,..:..... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Ceiling Height..... 1140 sf Single Family Detached New Front Facing 270 deg (W) 1 2 FullYear Slab On Grade 1 12800 cf 570 sf 570 sf 570 sf 6.3 % of FA 11.2 ft ' (Package D) COMPUTER METHOD SUMMARY Page 2 C -.2R Project Title.,........ Mike Watts Date........ 04/16/93 MICROPAS4 v4.01 File-MWATTS Wth-CTZ11S92 Program -FORM C -2R ; ' User#-MP0400 User -ROBERT HEATON Run -HOUSE -------------------------------------- I ZONE INFORMATION Floor - # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type . (sf ) ----------------------- ( cf ) Units itioned Type --------- -------------- ------ ---- (ft) ------ (sf) --------- HOUSE 7 Area # of Residence 1140 12800 1.00 Yes `Setback 0.0 n/a OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R -vat Azm Tilt Gains Reference Comments HOUSE 1 Wall 345 0.065 R-19 270 90 Yes W.19.2X6.16 2 Wall 181 0.065 R-19 0 90 Yes W.19.2X6.16 3 Wall 390 0.065 R-19 90 90 Yes W.19.2X6.16 .4 Wall 173 0.065 R-19 180 90 Yes W.19.2X6.16 5 Roof 570 0.025 R-38 0 0 Yes R.38.2X4.24 Attic 6 Door 20 0.330 R-0 270 90 Yes None Solid Wood' 9'Door 20 0.330 R-0 180 90 Yes None. To Outside 10 Door 55 0.330 R-0 90 90 No None To Garage PERIMETER LOSSES ---------------- Length F2 Insul Surface (ft) Factor R-val Location/Comments ------------ --------------------- ---------------------- HOUSE 7 S1abEdge .68 0.900 R-0 To Outside 8 S1abEdge 30 0.500 R-0 To Garage FENESTRATION.SURFACES --------------------- SC SC Interior Area # of Frame Open U- Act Glass Int Shade Surface (sf) Panes Type Type value Azm Tilt Only Shade Description -----------HOUSE. ----------- HOUSE. ----- ----- -------- ------ ----- --- ---- ----- ----- ------------ 1 Window 17.5 2 Metal Slider 0.87 270 90 0.88 0.78. Drapes.Std 2 Window 10.5 2 Metal Slider 0.87 270 .90 0.88 0.78 Drapes.Std 3 Window 17.5 2 Metal Slider 0.87 270 90 0.88 0.78 Drapes.Std 4. Window 9.0 2 Metal Slider 0.87 0 90 0.88 0.78 Drapes.Std 5 Window 17.5 2 Metal Slider 0.87 180 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Mike Watts Date 04/16/93 --------------------------- -------------------------------- MICROPAS4 v4.01 File-MWATTS Wth-CTZ11S92 Program -FORM 'C -2R User#=MP0400 User -ROBERT HEATON Run -HOUSE ------------------------------- ----------------------------------- THERMAL MASS :Area Thick Heat Conduct- Surface Mass Type .(sf) ------ (in) Cap ivity R -value ----- Location/Comments HOUSE -- ---------------- -------------------------- 1 S1abOnGrade 23.1 3.5 28.0 0.98 R-0.0* Exposed 2 S1abOnGrade .339 3.5 2.8.0 0.98 R-2.0 Covered HVAC SYSTEMS ------------ Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE ---------- Furnace 0.780'AFUE Attic R-5.6 0.893 ACSplit 10.35 SEER Attic R-5.6 0.883 SPECIAL FEATURES/REMARKS l s. BUTTE COUNTY PARKS DEVELOPMENT FEE CERTIFICATION FORM 1 CHICO AREA RECREATION AND PARK DISTRICT Assessor Parce .Property Owner Project Location/Address Bell E__6ta fe_- -< Dr. Subdivision ResidentAal Development: (check one) t� Lot Number(s) _ New Development _Alteration/Addition _Mobilehome(s) Total Number of Dwelling Units Comment: Non-Resident-ial to Residential 4i1ding D� artmen Representative Dat „ �k�Ilcycylnk�Ink�k�k�k�k�k�Ic�Ink�In�nk,k�kyk�IrY�r�k�kylnt�t�k��kYlnk�krr�k�lr�kylrMnk�k�k�k�lnk�k�k�k�k�k�k�k�kik�k�k�k�kylnk�k�k�In�n�n�c�rYlrylnkylnk�k Chico Area Recreation and Park District(CARD) certifies that r (Applicant Name) (Phone Number) Street Addre ) 0A (City) (State) (Zip Code) has, complied with the requirements of Butte Co. Resolution'No. 90-140 by payment for dwelling units @ $1,189 for total payment of $ r� . CARD eprese at ve PAID BY CHECK NO. REMARKS: BANK NO. 9? -/ " 4 PAID BY CASH RECEIPT • Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Date Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. 7 ' BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM +� �\ (One Form Per Building) + School District Building No. A.P. Number-�� (�^'(�% Jurisdiction 0 City County Property Owner/' %G� Property Location/Address Subdivison Lot No. Residential Development 0 No. f Living MHI Addition Units Commercial/Industrial Build New (Floor Plans reviewed by Schc 1� District Identification No. School Distri Sq. Footage-— (Group R) Sq. Footage Addition (Including Exterior Roofed Ar as) Date 'ict Personnel) ' es that (Applicant) i 7 0- 3- . (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No.L:57QS--g_'3by payment of. $ // S representing ��� square feet. School District Representative Date Paid by Check Number Remarks: Bank Number Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.Al (4/92) w 4 y, .,_ ^ry. , . _ r .. .a k:." 4; .:�.,,,r Ki wr •,i:�l>'�!'- ,iEiYr: ` ,.'4ri�t .Y, �:"•` , €u��f' ...e: ^ s•ti yr, ,i i•`L`i r•.y e :,,. f'" ,�+YY Fr" COUNTY``OF BUTTE = DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Orovilfe, California 95965 ,�r Telephone: 538-7541 APPLICATION FOR SPECIAL INSPECTION Po n � Owner L0,(V11,,70 ,il,��Cy Cw oll A. P. No. d 442 — 0 Mailing Address � �13 S L� w 44 4 V E . Telephone No. .S2v- 0-791 Applicant S4M tt_ Telephone No. 5,ogto",2 Mailing Address Building Location lX/.• w , CV �� f�/C ' �%� L %f S Do, 13,4 1Z P0,60 ; I hereby request a special inspection of the following -building: 1. Dwelling(if only a portion, specify) Y) 1+ 2. Apartment House (if only a portion, specify) 4. ,,Other (specify) f Case No. p I hereby certify that I will obtain the necessary permits and make any necessary correc- tions, alterations, or repairs required by the County of Butte, as a result of this inspec- 'tion, to comply with building and housing code requirements: I also certify that prior ;to the use or occupancy of this building, I will complete the above required corrections, alterations, or repairs, or, if the building iso presently occupied, I will' complete the I bove required corrections, alterations, or repairs within 30 days. I certify that I and hereby author ,menti6 d proper y have read this application Lze representatives of the for 'nspection purposes. Siggature /of Owner a Fee Paid $ 7� 1st-DPW/2nd-Inspector/3rd-Applicant and state the above information is correct County of Butte to enter upon the above- Date' bove-Date Receipt No. %�; 6 0 Q 3. Commercial (specify present occupancy) LJ `*. Other (specify) 01%1%, (92. -&3 I am requesting a special inspection for the purpose of: 1. Moving the bu-ilding. �, » .,•» .� 2. Financing (specify agency) �3. Change of occupancy to Jam, "c o 4. ,,Other (specify) f Case No. p I hereby certify that I will obtain the necessary permits and make any necessary correc- tions, alterations, or repairs required by the County of Butte, as a result of this inspec- 'tion, to comply with building and housing code requirements: I also certify that prior ;to the use or occupancy of this building, I will complete the above required corrections, alterations, or repairs, or, if the building iso presently occupied, I will' complete the I bove required corrections, alterations, or repairs within 30 days. I certify that I and hereby author ,menti6 d proper y have read this application Lze representatives of the for 'nspection purposes. Siggature /of Owner a Fee Paid $ 7� 1st-DPW/2nd-Inspector/3rd-Applicant and state the above information is correct County of Butte to enter upon the above- Date' bove-Date Receipt No. %�; 6 0 rk' All -Purpose Acknowledgment State of California County of of4e, On Notary Public, personally appeared (or proved to me on 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/sheAhey executed the same in his/he, their - authorized capacity(ies), and that by his/hefAheir signature(*on the instrument the person(*, or the entity upon behalf of which the personfo acted, executed the instrument. WITNESS my hand and official seal. Signature Optional Notary use only. Certificate aj c�, c In nt o� Name of Document �i' T Date of Document Capacity. of Signer Individual ❑ Guardian/Conservator AU General Partner(s) ❑ Limited Partner(s) Name of person(s) or entity(ies) being represented CAROLE VAN STAVEREN COMM. #9890L.5 Q®` *� NOTARY PU'SL IC-CALiFORNlA Q SUii1 rE COUNTY o / MY CO Aki EXPIRES MAR.24,11397 (seal) Number of Pages ❑ Attorney in Fact ❑ Corporate _ Officer Titles ❑ Other DA 192 1192 rft.. i t) All -Purpose Acknowledgment State of California ) County of+ On , before me c` �'� , V a Y Notary Publi ersonally appeared N peFsemally knewfv-te-me (or proved to me on 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 signatures) on the instrument the person(s), orthe entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature (seal) ` Optional Notary use only. Certificate attached to the document of. Name of Document Date of Document Capacity of Signer ❑ Individual ❑ Guardian/Conservafor ❑ General Partner(s) ❑ limited Partner(s) Name of person(s) or entity(ies) being represented ❑ Attorney in Fact r of Pages i ❑ Corporate [ Other f f Lkz N 9-S Officer Titles DA 192 1192 , Retlrn to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT �E h' FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the A to County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned �Y 2 0 199,E for agricultural purposes, and residents of this property may be subject to incon- NOTCpMi veniences or discomfort arising from the OOGJN,JJ use of agricultural chemicals, including, � but not .limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, 93-020442_ but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive 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: N , Date: , �J l�j PROPERTY OWNERS A Ll"Ql State of ) On this the. day of 19 before me, the ).SS. undersigned Notary Public, personally appeared County of ) u Personally known to me. 1:1 Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) subscribed to the within instrument and acknowledged that rr executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. r Present A. P. No. / -to Notary Public DESCRIPTION: 8T -42l65 ALL THAT CERT' N REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY -OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I• PARCEL 2, AS SHOWN ON THAT CERTAIN.PARCEL MAP ENTITLED, "BEING A PORTION OF SECTION 17, T.22N., R.lE., M.D.M.", SAID PARCEL MAP WAS RECORDED* IN THE OFFICE- - OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 9, 1987, IN BOOK 109 OF MAPS, AT PAGE(S) 30. RESERVING THEREFROM A NON-EXCLUSIVE RIGHT OF WAY FOR ROAD AND PUBLIC UTILITIES OVER THE EASTERLY 30 FEET THEREOF, AS SHOWN ON SAID PARCEL MAP. PARCEL II• AN EASEMENT FOR INGRESS AND EGRESS ON, OVER. AND ACROSS A.PARCEL OF LAND LYING WITHIN SECTION 17, TOWNSHIP.22 NORTH, RANGE 1 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST WESTERLY CORNER OF THAT CERTAIN PARCEL CONVEYED BY DEED FORM I. W. BELL, TO RAY W. HEAD AND HELEN L. HEAD, RECORDED IN BOOK 856, AT PAGE 579, BUTTE COUNTY OFFICIAL RECORDS; THENCE ALONG THE SOUTHWESTERLY LINE OF SAID PARCEL, SOUTH 37 DEG. 51' 03" EAST, 401.79 FEET TO THE TRUE POINT OF BEGINNING FOR THE EASEMENT HEREIN DESCRIBED; THENCE CONTINUING ALONG SAID SOUTHWESTERLY LINE, SOUTH 37 DEG. 51' 03" EAST, 808.32 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF BELL ROAD; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY NORTH 89 DEG. 01' 54" EAST, 37.51 FEET; THENCE LEAVING.SAID RIGHT-OF-WAY AND PARALLEL WITH THE AFOREMENTIONED SOUTHWESTERLY LINE, NORTH 37 DEG. 51' 03" WEST, 721.76 FEET; THENCE ALONG A 20.00 FOOT RADIUS CURVE, CONCAVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 64 DEG. 37' 2311, AN ARC DISTANCE OF 22.56 FEET; THENCE ALONG A 50.00 FOOT RADIUS CURVE, CONCAVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 178 DEG. 12' 04"1 AN ARC DISTANCE OF 155.51 FEET TO A POINT ON SAID SOUTHWESTERLY LINE AND THE POINT OF BEGINNING. PARCEL III• A NON-EXCLUSIVE RIGHT OF WAY FOR ROAD AND PUBLIC UTILITIES OVER THAT PORTION OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP ENTITLED, "BEING A PORTION OF SECTION 17, T.22N., R.lE., M.D.M.", SAID PARCEL MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 9, 1987, IN BOOK 109 OF MAPS, AT PAGE(S) 30, LYING WITHIN BELL ESTATES DRIVE, AS SHOWN -ON SAID PARCEL MAP. END OF DOCUMENT VIOLATION CHECK LIST A. P. # 4Address Owner Owner -'s Addre S' 02 Owner's Phone No.. Supervisoral District Tenant's Name Phone No. Type.of Violation in Detail with Code Section Priority No. / 'Specific Plot Plan with C/V Noted _yes no Penalties Required 1st. Notice Sent 3--� S ��f3 2nd. Notice Sent ate Date Comments and-/oor Determination Disposition For Citation Citation (Date) (Date) Department Recommendation to Court Court Action Notice of Violation Recorded (Date) TI-t—, March 15, 1993 Lorenzo C & Nancy C:-Po`pe 773 Skyway Avenue - Chico, CA 95928 RE: Building-Cdde'Vi'olation __-A.P_. __#042-01-0-089 N.W. Cor. dell Est. Dr. & Bell Rd., Chico Dear Mr. and Mrs.- Pope: This is a courtesy notice to notify you *that you are in -violation of the Butte County Code, as follows, at the above -referenced location. Failure 'to`�obtan the "requ'red permts;'�i.nspections and"'approvals-frorr� this office for conversion -of an agricultural building to a living unit. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees: A11- worh must• stop` untl`-ttiese' permits' sre issued` and you are authorized •by''our__f1.e'l'd "inspector to proce6d. _The' 'field ' authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of' enforcement i.f voluntary compliance is not obtained. Enforcement may be -pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30_ days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Dave Purvis or Bill Barron in this office at the address or telephone number listed above. Sincerely, DP:dms David Purvis Manager, Building Inspection cc: Assessor April 19, 1993 Lorenzo C� and* Nancy C. -Pope 773 Skyway Avenue Chico, CA 95928 RE: Building -Code Violation - ----A-.P.#042-0l-0-089 N.W. cor Bell Est. Dr & Bell Rd'. Chico Dear Nr. and Mrs. Pope: This is a formal warning notice. - Pursuant "to' Butte -"County "Code""(BCC) Section 41-2, we sent you a courtesy notice dated March 15, 1993 notifying you that you are in violation of the BCC at the above -referenced location. ` As of this date, the following violations still exist: Failure to obtain the required permits;inspections "and approvals this -- this office for conversion of ari agricultu`ral­ building -'to a" -"living unit in violation of the 1988'Uniform-Building'-C6de-'as adopted by Sec- tion 26-1 of the Butte County Code as follows: (a) Section 301(a) Permits Required (b) Section 305(a) Inspections Required (c) Section` 305(4)'-Inspection"Approval`Required" lief'6fi-Use or"Occupancy (d) Section 502 Change in Use Requires Conformance`to Code The above violation(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for.the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specifidd time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten 10 days from the date of this letter, enforcement shall be 'pursu:ad through the issuance of a citation (ordering you to appear in court) fbr said violation(s) and for failing to comply with this warning letter. ;t Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation, shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). Letter to Lorenzo C. & Nancy C. Pope RE:' Building Code Violation (A.P. #042=01-0-089) Page 2 April 19, 1993 Should you have any questions concerning this matter, please contact David Purvis or Bill Barron in this office at the address or telephone number listed above. k JFC:dms 7 - Sincerely,' + David Purvis- Manager, Building Inspection PROOF OF SERVICE BY MAIL I am over the age of 18 and not a. party to this cause. I am a resident of and employed in the county where the mailing occured. My business.address is Building -.Division Department of Development Services 7' County Center Drive• Oroville, CA 95965 ' t served the -foregoing.- SFrnNn] N=rF `zrnr.ATrnw TE= by enclosing- a_ true copy in a. sealed. envelope and depositing. said envelope in the Uaited'States mail with postage fully prepaid.on 19th, of April 19 93 and.addressed.as-follows: Lorenzo C. & Nancy C. Pope 773 Skyway Avenue Chico, CA 95928 I. declare under penalty of perjury under the laws of the State of Calififornia that the foregoing is true and correct and that this declaration was executed on 4/19/93 at Oroville California. David,rurvis Manager Building Inspection ❑ Complaint -Date Other -Date %. BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS SPECIAL INSPECTION REPORT Owner • Address • Tenant • tW7' ZONING 4 S A. P. # 611-Z —0/2 -099 Date of Inspection Inspector '`0 �• Building Location:'�� Type of Inspection requested: 1. Housing " 2. Financing 3. Change of Occupancy to f� 4. Work W/0 Permit / / 5. Other,p(speci y') Present use of building: V v A. Sanitation (Housing) 1. Water closet: 2. Lavatory: 3. Bathtub or shower: 4. Kitchen sink: ✓ 5. Hot and cold water to fixtures: ✓ 6: Heating facilities: ✓ 7.' Natural light and ventilation: ✓ 8. Room and space requirements: Bedroom window or door for second exit: ✓ i 10. Infestation of insects, vermin, or rodents: 11.:..:, Connection to sewage disposal: 4ztk et,�' 12;.: ;Connection to water supply: 13. Rubbish and garbage facilitie'� 14. Stairs :(Ride, Run', Headrorof, 1HR; Tolerances, Handr 'ls) 15. Comments: B. Structural;..., 1. Pier.s,4nd; footings: 2. Floorconstruction: 3. Wall construction: 4:. Ceiling and roof construction: 5:.. Fireplaces;. 6. . Commends .._. p lta'W� Service , and ground: „ !/ .:::.2. Rece,ptacles.: . 3. Fusipg_- _ 4. Comments:-,. D. Plumbing 1. Fixtures connected and vented: ✓ 2. Gas water heater: tam nJT- Cvx ��- 3. Gas heating vents: 4. Comments: ei BUTTE- COUNTY" S DEVELOPMENT SERVICES Complaint Form Complaint Date: Z - // 9 ) A.P.#- 12 O 9 Owner: Loren zo Pope_ Zoning: Address: 77.3 C&/0_ Ave • Supervisorial District: (. AIGo CA 9.5,?z Taken By: Ad Complaint /p ' Location: Co/be/' m� ij2�!'l� £ BeI/�5fd✓Cf �.'vL VIOLATION TYPE: 41 BUILDING HEALTH �� PLANNING COMPLAINT: e/'%t e o // %G v ucic�iClS '�'i a p�io� e CAUTION• Yes No PERMIT HISTORY ON FILE: NONE AS FOLLOWS: FIELD INFORMATION: TENANT: Z s 7b Address: L)rzA . P60,�_y taws Description of Violation: VV 9A tom' 0 vD skti L5 je�-_,vIs,�61/1 OTHER COMMENTS: *, 'to be Approximat Buildin Mobile Home Size: App7ate Building/ obile Home Age: Under Constru�'bn Built b or: Prese/nt Owner Has Power ✓ Has Gas U,Q,o iw__ Co ),Ft, Previous Owner 12 Occupied _ Has Sanitation Facilities Written Notice Given & Attached Person Contacted Describe Action Taken: ACTION RECOMMENDED: Information - Only, File- Hold for.- _ Daysi� 30 Day Letter- Complaint=nf.otTnded _ 10 Day Letr- Other. By: Date: ZDV"OJ.aJ` Vvy c)URC-1 - t V fif rf,P/ 1 2 P f , 'r C 7f3� �I J ; "� 0*00 9 ate° 042-01-0-089 92-163 ae POPE, Lorenzo & Nancy ° Corner 'Bell Estates Dr & BEll RD, Chico $� AG Exemption Permit ag bldg 0 A e u Q �o ).o bJ � ., 60.• � o. �o �. .,.. �_ � � � o _ o.. ., � � - o ., - ., .,, .. a � - v G3' �J' �o „_ ., �.._., 'moa_ .`.2n.-� C e•• � .as _ ,.s J'.._ � .�, �.o u a BUTTE COUNTY DEVELOPMENT SERVICES Complaint Form Complaint Date: A.P.# Owner:Lor en zo Pmp2Zoning: Address: 773 -5�kvc,✓,mv A f/ye • Supervisorial District: C At—C-4, CA 1592.8 Taken By: Complaint Location: 11to' IVIIU tollge/, 07"" oellRj bell ,5-g7�.7,, �r• v z VIOLATION TYPE: BUILDING HEALTH PLANNING COMPLAINT: 2/'%� V e o / v W__p4e. u� ud�i�lSi a p�LD•t e CAUTION• Yes No PERMIT HISTORY ON FILE: NONE AS FOLLOWS: A4.l�1tiK/J. FIELD INFORMATION: TENANT: Address: Description of Violation: OTHER COMMENTS: Approximate Building/Mobile Home Size: Approximate Building/Mobile Home Age: Under Construction Built by/for: Present Owner Has Power Has Gas Written Notice Given & Attached Describe Action Taken: ACTION RECOMMENDED: Information Only, File 30 Day Letter 10 Day Letter By: Previous Owner Occupied Has Sanitation Facilities Person Contacted Hold for Days Complaint Unfounded Other Date• COMPLAINANT: ADDRESS: PHONE NUMBER: OTHER COMMENTS: r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE - OROVtLLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL •BULDING EXEMPTION PERMIT PERMIT NO Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticulutral products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. 6q2 -010 -0V, -00c ZONING OWNEt,_ PH NE NO. 16 OWNER'S ADDRESS -5-6z LOCATI N OF BUILDINGlt 0ff'!F_ AAJO 4Y D USE OF BUILDING Fh SIZE OF STRUCTURE X _ /S� SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME t! STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING `G FLOOR TYPE ESTIMATED COST OF CONSTRUCTION $ AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follo 1"' r REAR 1 FRONT ^ SIDES AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated above and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occup4ncy. l �v Date Signature of Owner Permit Fee —#25M.50 •00 Receipt No. jgji JV" The above described AG Building is exempt from a buillding permit. Ll White - DPW, Yellow - Assessor, Pink - B. I., Goldenrod - Applicant FLOOD PARCE P.D. ROOF G I ISSUE Director of Public Works z�� . By � Date —�' x�'�I+ffiLyl►�/(+Vq`1fF �Y�x ` R �^�T-'AC. �2R r 't+��.R•1VfQ[.g� "1f/�����.�'�I�lAf"T1�K.' Y 7'"��a'S'5��. «'1%lY�ii�V ""'+y,rf.�S� (,��ry..Y. .3 COUNTY OF BUTTE--- DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION. t. y • ' 7 COUNTY CENTER DRIVE - .0;k1b%LLE, CALIFORNIA 95965 - TELEPHONE;(9°1-f,)r538-7541 p P IT AP LIC ION DATA SHEET OWNER Al. P. No. Q2 ' Ol D 03/ Proposed Building Use Building Inspector Date A 9, ry At time of permit application, I s advised the foll� g data must be submitted prior top rmit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans. ........................... . 3. Complete plans, 3/4 sets, signed by preparer of plans. .......`.............. . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............ . 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... _ 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . ' 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... ' 10. Fees of $ .................................... 11. Impact fees as shown on attached schedule . ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............. 15. City of Chico plumbing permit ................................... . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. ..'. ... . 20. Pre -Inspection requeee Pre -inspection for required. . to Building Inspector (Dale) 21. Contractor's license information. (No., Name Style, Classification). ..:........... 22. Certificate of Workmans Compensation Insurance . ........................... 23. Owner -Builder Verification (Given to owner , Mail to owner ). ........... 24. Recorded copy of Agricultural Acknowledgement Statement. ................... ! 25. Letter of signature authorization. I ;§ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .. 27. Letter of intent on building use . ........................`................. T- .J s, 28. Mobilehome utility clearance . ......................................:... . `-,,29. Documentation of legal access . ..................................... ' - ' 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ................................. . 32. Plan check list . .................................................... . 33. 34. / ' When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation -Z -' L.-,,. Q Z. Acreage Applicant f `�" Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved l y ' Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works RESIDENTIAL 042=01-0-089_ POPE, LORENZO & NANCY 93-1368 BPEM____ , 351 S BELL ESTATES DR, CHICO CONTR: MICHAEL 14ATTS i i CONV AG BLDG TO SF OFFICE COPY > I Address 3515 844-1- 9_S —tm-cs t 'GAS /� Meter By `—�� t' Date 4 ELECTRIC Meter By Date JOB FINALED (Date) Signature • M RESIDENTIAL 042=01-0-089_ POPE, LORENZO & NANCY 93-1368 BPEM____ , 351 S BELL ESTATES DR, CHICO CONTR: MICHAEL 14ATTS i i CONV AG BLDG TO SF OFFICE COPY > I Address 3515 844-1- 9_S —tm-cs t 'GAS /� Meter By `—�� t' Date 4 ELECTRIC Meter By Date JOB FINALED (Date) Signature V=OK e O= Not OK - = Not Applicable • MOBILE HOMES ' Not Ready ' Date/Initials MOBILE HOME UTILITIES (Plans)'OKexcept'#'s '2, 1. Zoning Requirements -Setbacks -Easements' 2. Soils; Special MH Support Sketch \ - 3. Sewer; Location -Teat -Fall -C/O Concrete \ 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/' /Amp -Concrete 6. Gas; Location -Teat -Wrap: / /"L"ft. / /"Nat. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance ' Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'a' 1. Zoning Requirements -Setbacks Easements ♦, - 2. Footings; Size -Spacing -Marriage Line 11;� 3.. Gas; MH Test -Demand -Valve -Connector ` 4. Electricity; MH Teat -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 a 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements N. 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel. 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rig.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6.Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses' , 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials 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, Distances-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 -Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test a V =1OK 0 = Not OK - = Not Applicable ' = Not Ready RESIDENTIAL (Single & Duplex) Date/Initials UND FLOOR Plans OK except #'s Zoning -Setbacks -Easements -Flood -Slope . Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped ie Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ina. 14. Girders -Sills -Anchor Botts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING Permit OK except #'s Water Htr.; Vent -Acres Combustion Air affle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 10-Qftwer Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'s 2,e Fixture & Transformer Clearance -Ins. Protection ;ZB' Elec. Receptacles Spacing -Lights & Switches at Doors 2eSize Boxes & No. of Conductors -Stapled 26!Romex Installed Close to Edge of Studs & C.J. 2§ -Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 27'2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect X Equip. Clearances Panels -Motors -Mach. Equip. 32. Clothes Closet Light -Shower Light -Spa Light gA. Smoke Detector Date/Initials MECHANICAL Permit OK except #'s A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Wails over Girders & Floor Nailing 42. Draft Stop in Walls (ret proof) Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44e,Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) 45. Hangers -Post Ceps -Anchors -Connectors Ing. Joist-Rftr. ties-Purlin-roof Brec-Truss-Shthng.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles O'Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings t. Doors -One 3' -Check Garage -3rd Story, 2 Exits . Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 59Siding-Nailing Veneer . Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 5t.-_SFear Walls; Nailing -Bolts nsulation-Walls-Ceilings Infiltration -Walls -Windows Date/Initials FINAL (Plans) OK except #'s 6j..,I5x_t. Steps -Door & Sidelight Protection -Landings 60.,"S moke Detector 6a/Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 6"edroom Exiting 66**-G.F.I. & Bath Fixtures & Tub Access -Spa lac. Trim & b anal; Breaker izes & Labels Stairs s replace o to , ears 6O-r9ec. Outlets at Wood Panel; Int. & Ext. 7,,Kit.Fixt. & Appliance; Grnd: Air Gap -Cooking Clearance ZyElec. Outlets & Receptacles at Kit. Counter &2.1 -Garage Fire Door, Swing -Landing -Closer 7a- . Duct in Garage -Damper IrHtr.; Htr.; Vents -Clearance - onnector-P.R.V. In Garage; Above Floor -Mach. Protection Ib. I`. Mech. Equip. d f ocation f"Iec. Receptacles in Garage; (G.F.I.)-Romex Protection 71i- fisulation-Foam-Looked in Attic ❑ Yes 71 -8yard Rails & Deck Construction -Post Caps 79. -PWT. -Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80.-rollowing instld.: Drive ❑ Yes o; Walks ❑ Yes No; Planters ❑ Yes 111"No V -Stucco; Brown-Fi 82!A.C. Unit; Disconnect, Electrical, Plumbing 83 -*Vents Above Roof; Plbg: Appliance -Fireplace. -Clearance to Openings 84^ater Well; Disconnect, Electrical, Plumbing 85/fxterior Elec. Trim; G.F.I. Receptacle -Underground 86. -Ventilation Throughout House 8"lass Protection Corrections from Previous Inspections 8k' -Gas TeefMeters Tagg4, Gas -Electric ter & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Comments at Final: t, COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 r CORRECTION NOTICE' PoP� 93-13�8`�t f OWNER PERMIT NO.. . . 44 A routine inspection indicates that the following violations of Butte. County Ordinances exist at.' the'above address and should be corrected. Please notify this office when correction of work is comp le ed. If you have any questions pertaining to this matter, or need additional explanation, plepse ontact this office immediately. Cl1►nl 32 ri SQ. �=c�o r r•,i6 A r F2� ✓i' O F fr:; l� Comb � toy t 2 w i r IA— j Al 7 O P ) z O F w. � �4 'Ml(l,tnl �\5C0n( c -V AT- St (3- PAAJ E.L.' t F Wt Ls trJ 5 ()-VAAIB.L 0,6„F SN C' Pi tA-1-0 M rAk tc V0i(f.21cAC ?o 0 1 IN 4 C L c oma' F R. It_ mN 3 3 8 "cher tol t C 14 PP rAl0(4 RYmo� A 1C, Pane7 j i Date 4 01 Inspector �A REV 10192 �• 1 Owner:Lp,tJS�— u ENERGY CERTIFICATi`Ott, LOCA i : `N ROOF MATERIAL THICKNESS EXTERIOR WALL DESCRIPT.70N OF INSULATION BRAND NAME THERMAL RES. Per aitf' A . P . # MaTERIaL Fiberglass BRAND NAME Certineed THICKNESS �� `' THERMAL RES. CEILING BATT OR BLANKET TYPE -FIBERGLASS BRAND NAME Certineed THICKNESS % t/ THERMAL RES. 3 L LOOSE FILL INSULSAFE III BRAND NAME CERTAINTEED THICKNESS THERMAL RES. FLOOR -ELEVATED MATERIAL Fiberglass THICKNESS '' FLOOR -SLAB W -1 - INTERIOR INTERIOR WALL BRAND NAME Certineed THERMAL RES, MATERIAL. Fiberglass BRAND-NAME Certineed THICKNESS 3 �z 7 THERMAL RES. I HEREBY CERTIFY THAT THE. ABOVE, INSULATION WAS INSTALLED IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIF. ENERGY REQUIREMENTS. HAWKINS IND.INC/dba SHASTA TNSULATTON T.Tr 06Sn7l') Ihereby certify the above insulation and all required items as shown on the building department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment,devices and materials are of .the quality prescribed or are specifically approved by the State of Calif. . FIRM NAME/OWN (P EASE PR STATE CONT. LIC1 SI NATURE'OF GENERAL' CONV OWNER DATE This certificate must be on file with the Building Dept. prior to Final and Posted vithin rho h,,i a{— Mandatory Measures Checklist: Residential MF -1 R NOTE: Lownse residential buildings subject to the Standards must contain these measures regardless of the compliance aporoacn used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents. the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown eisewnere in the documents or on this ched dist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures ' • §I50(a): Minimum R-19 ceiling insulation. §150(b): Loose fill insulation manufacturer's labeled R -Value. §150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). §I50(d): Minimum R.13 raised floor insulation in framed floors: minimum R-8 in concrete raised floors. §150(l): Slab ecoe insulation - water absorption rate no greater than 0.3 water vapor transmission rate no greater than 20 Perm inch. §118: Insulation specified or installed meets California Energy Commission quality standards. Indicate type and form. §116.17: Fenestration Products, Exterior Doors and Infiltration/Exfittration Controls a Doors ano windows between conditioned and unconditioned spaces oesioned to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped: all joints and penetrations caulked and sealed. §150(g): Vapor barriers mandatory in CI'irttate Zones 14 and 16 only. §150(0: Special infiltration barrier installed to comply with §151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces stave: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2 No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110-13: HVAC equipment water heaters, snowerheads and faucets certified by the Commission. §150(1): Setback tnermostat on all applicable heating systems. §150(j): Pipe and Tank Insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (8-12 or greater) or combined intenovexterior insulation (R-16 or greater). 2 First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). 3. All buried or exposea piping insulated in recirculating sections cf hot water system. 4. Cooling system piping below 5VF insulated. 5. Piping insulated between heating source and indirect hot water tank §150(m): Ducts and Fans 1. Ducts constructed. installed and seated to comply with UMC Sections 1002 and 1004: duan insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust tan systems nave backdrah or automatic dampers 3. Gravity venniatino systems serving conditioneo space have either automatic or readily accessible. manually operated campers.. §114: Pool and Spa Heating Systems and Equipment 1. System is cernfiec with 78% thermal efficiency, on -oil switch, weatherproof operating instructions, no electric resistance neating and no pilot light. 2 System is instaileo with: a. At least 36' cine oetween filter and heater for future solar heating. b. Cover for outcoor cools or outaoor spa. 3. Pool system nas eirectionat inlets ano a circulation pump time switch. §115: Gas-tireo centrw furnace, pool neater, spa neater or housenold cooking appliance have no continuously burins pilot light. (Exception: Non-eiectricab cooking appliance with pilot < 150 Btulhr.) Lighting Measures §1501ki: 40 lumenswar or oreater for general lighting in kitchens and rooms with water closets: and recessed cenino natures iC onsuiation coven approved. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to compty'with Title 24, Parts 1 and 6. of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special FeaturesfRemarks section. Designer or Owner (per Busing" a Professions code) Documentation Author. Name: Name: Tide/Firm: Tide/Fem: Address: Address: Telephone: Telephone: (sigma) (a (signature) (date) Enforcement ency Name: rge: Agency: Telephone: (signaturwstamp) (oats) M Certificate of Compliance: Residential Climate Zone •� 1QE &S -7—n It F�Ic . ti Pre,ectTltle 9 3- -&45:) - 1310 g 25— � `d- Buildin Permit M }, Project Addrw cheated By Date Documentation Author Telephone Enforcenme Agency Use Only BUILDING DATA _ Conditioned Floor Area Slab/lWsed Floor ` Single Family Detached (SFD) Single Family Attached (SFA) [ ] Multi -Family (MF) r Fti t, !Cavi ............. Wall .............. Wan ............. Floor ............. Floor ............. Slab Edge ....: FENESTRATION -Ee.nestration Area Number of Stories Number of -Units [ ] Addition Alone [ ] Existing Building [ ] Existing -Plus -Addition B UILDING SHELL INSULATION Component Insulation Locatiiorrleomme.•its Shading Devices Type Interior' . Exterior i Overhang Framing.Type rJk�tzh () 17,S D>13c, North ( ) East East ( ) U I South South ( ) West West A Skylight....... �— THERMAL MASS _ , Type/Covering Area Thickness (slab/exvosed. tile, etc) (so (inches)L ocation/Dest,.tiotion (kitchen. bath. etc.) _ !moi- �9� 3•S .. �rrc��s,;�• � T.�Tt�-= 1�tc�..�roeA� IiVAC SYSTEMS hii:.imum Duct Type (furnace, air Efficiency Location Duct Heat Pump conditioner, hent vumy) (A t UE , SEERMSPF) (attic, etc.) R -Valle Thermostat Tyne Cpl i t or pkv 1 01 GA 4 7S�'TZ3AEIL_ IIOT NATER SYSTEMS .rte R Value Svstem Type (storage gas. etc.) Capacity Number, ' Energy Factor Ext- Tank Tns _ Ih et-ri but—i nn SPECIAL FEATURES/REMARKS Area %+ Northj' 3 r? East - f 'a South �. West G7 Skylight_ O Total SrL.-got ix Shading Devices Type Interior' . Exterior i Overhang Framing.Type rJk�tzh () 17,S D>13c, North ( ) East East ( ) U I South South ( ) West West A Skylight....... �— THERMAL MASS _ , Type/Covering Area Thickness (slab/exvosed. tile, etc) (so (inches)L ocation/Dest,.tiotion (kitchen. bath. etc.) _ !moi- �9� 3•S .. �rrc��s,;�• � T.�Tt�-= 1�tc�..�roeA� IiVAC SYSTEMS hii:.imum Duct Type (furnace, air Efficiency Location Duct Heat Pump conditioner, hent vumy) (A t UE , SEERMSPF) (attic, etc.) R -Valle Thermostat Tyne Cpl i t or pkv 1 01 GA 4 7S�'TZ3AEIL_ IIOT NATER SYSTEMS .rte R Value Svstem Type (storage gas. etc.) Capacity Number, ' Energy Factor Ext- Tank Tns _ Ih et-ri but—i nn SPECIAL FEATURES/REMARKS Point System Summary: Climate Zone 11 1. Ceiling Insulation _ or -7 -6 R -value One _[Irf R•value( J( J U -value 10.0281 2. Wall Insulation � or -1 0 Fl -value (191 U-value(o.o65] 3. Raised Floor Insulation 3. Raised or Sirigta• - Single - R -value 1191 U -value (0.0371 4. Slab Edge Insulation -18 or One Two Three R -value (01 F2 factor (0.751 5. Infiltration Any Ducts in Unconditioned Space? ( Y / N) (6/j 6. Fenestration Heat Loss �t� L 0 • (0 5 9, 14% -4 _ Type U -value (0.651 Total X Fenes. 1161 7. Fenestration Heat Gain %Fenestration SCShade open Eft.Fermis. Shade. Ratio North 2 x _ East_ x = 3• South X = / r ?j West - Skylight x = i - Overhangs? (Y / N) 8. Interior Thermal Mass or X Exp. stab 1201 Int. Mass/CFA 9. Exterior Wall Mass Ext wan Mass 10. Heating System x AFUE or HSPF Duct Effie. (1 story: Effecave AFUE (78% or 6.81 0.83: 2+ story: 0.681 or HSPF 11. Cooling System /o x .,g I = SEER (10.01 Du= Effic. (1 story: Effective SEER 12 Water Heating 2 System 1 -� Heater T Energy Factor (SG501 (0.531 System 2 Heater Type (None( Energy Factor 1. Ceiling Insulation -72 -57 -43 Number of stones -7 -6 R -value One Two T}iiee R-0 74 R-19 -48 -4 -27 -2 R•30 1 -1 0 R-38 0 0 0 2. Wall Insulation 3. Raised Floor Insulation Sirigta• - Single - Iawlatlon In Floor Family Family wilti- R-0 -72 -57 -43 R-11 -7 -6 -4 R-13 -5 -4 -3 R-15 -4 -3 .2 R-19 0 0 0 R-21 1 1 1 3. Raised Floor Insulation -50 16% Iawlatlon In Floor -4 .2 Number of stones -18 R -value One Two Three R-0 -14 -9 -5 R-11 •3 -2 -1 R-19 0 0 0 R-30 2 1 0.81: 2+ story: 0.871 Point Scores O S V Sum 1-6 Sum 7-9 Zonal Control Adjustment 101 D EXIL Ins. R-val-�i Autuiiary Input DiambUtion (121 [None( (STD] Ext Ins. R -value Auxriiary Input Distnouoon Point Total: 4. Slab Edge Insulation Numoer at Stones FI -value One Two Three pro 0 0 0 R-5 6 4 2 R-7 7 4 2 6. Fenestration Heat Loss W [= 7. Fenestration Heat Gain (baseo on Shoe Ef ecweness Rano) •Ett North bast South West .87 .67 .52 .51 .87 .67 .52 .51 .87 .67 S2 .51 .87 .67 .52 Fen- or to to or or to to or or to to or or to 10 SM- more .86 .66 less more .86 .66 less more .86 .66 less more .86 .66 Iron Skylight .51 .67 .66 or or or less more less 18% 5 d 3 2 -21-2 .61 to 65 .15 -12 -26 -23 .16 -12 .36 •32 -23 -16 -75 -50 16% -4 -4 .2 -1 -18 1 .13 .10 -21 -19 -13 -9 -31 -27 -19 -14 -65 -44 14% -4 -3 .2 •114 -13 1 11 8 16 to 10 7 26 23 16 til 55 •38 127. -3 -2 •1 1 11 1 $ -6 -12 •10 -7 -4 -21 -18 -13 -8 -46 -31 11% -2 -2 •1 0 -10 -50 7 -6 •10 -8 -5 -3 -19 -16 -11 -7 -41 -28 107. -2 -2 -1 0 -8 -29 -6 -5 -8 -7 -4 -2 -16 -14 -9 -6 •37 -25 9% =2 -1 -1 0 -7 -19 5 -4 -11 5 3 t td -12 -8 5 •32 -22 8% -1 -1 -1 0 -6 5 -4 -4 -4 -4 -2 0 -11 -10 -6 -4 -28 •19 7% -1 •1 0 0 -5 -4 .4 •3 -3 -3 -1 0 -10 -8 -5 -3 -24 -17 6% -1 •1 0 0 -4 -4 -3 •2 •2 -2 -1 0 -8 -7 -4 •2 -20 -14 5% -1 0 0 0 •3 -3 -2•2 6 -2 -1 0 0 -6 -5 -3 -1 •16 -12 4% 0 0J 4 0 -2 -2 -1 •1 -1 •1 0 1 -4 -4 •2 0 -12 -10 3% 0 00 7 8 -1 - -1 0 0 0 0 1 •2 -2 0 1 -9 -7 2% 0 01 86/. -t 0 0 0 0 0 0 " 1 1 0 _0 1 2 -6 •5 1% 1 1 11 1 1 1 1 1 0 0 System Type 0 1 1 2 2 .3 .2 0% 1 1 1 1 1 1 1 1 0 0 0 0 3 3 0 3 0 0 5. Infiltration (Duct Air Leakage) Dual in Unconditioned Space 0 No Du= in Unconditioned Soave 3 Total 1.31 Pereem or nestranon more 1.21 to 130 1.11 to 1.20 1.01 to 1.10 .91 to 1.00 .81 to .90 .76 to .80 U -Value .71 .66 to to .75 70 .61 to 65 .56 to 1 60 .51 to .55 .46 to .50 .41 to 45 .36 to 40 .35 or less SOY. -100 -76 39 -62 -55 -48 -41 -38 .34--731 9 -27 .24 -20 -17 .13 -10 401. -77 -58 -52 -47 -41 -36 -30 -27 -25 •22 .19 -16 -13 -11 -8 -5 35% -66 49 44 -39 -34 -29 -25 -22 -20 •17 -15 -12 -10 -7 -5 •3 301. -54 -40 -36 -31 -27 -23 -19 -17 -15 -13 -11 3 -6 -4 .2 0 281. -50 -36 -32 -28 -25 -21 •17 .15 .13 -11 -9 -7 -5 -3 •1 1 26% -45 -33 -29 -25 -22 -18 -14 -13 -11 -9 -7 -5 -4 •2 0 2 24% -41 -29 -26 -22 -19 -16 -12 -11 -9 -7 -6 -t .2 .1 1 3 227. -36 -25 -22 -19 -16 -13 -10 -8 -7 -5 -4 -2 -1 1 2 4 20% -31 -22 -19 -16 -13 -11 -8 -6 -5 •4 .2 -1 1 2 3 5 18% -27 -18 -16 -13 -11 -8 -6 -4 -3 -2 •1 1 2 3 4 6 16% -22 -14 -12 ••10 -8 -6 -3 -2 -1 0 1 2 3 4 6 7 14% -18 -11 -9 -7 -5 -3 -1 0 1 2 3 4 5 6 7 8 12% -13 -7 -6 4 -2 -1 1 2 3 4 4 5 6 7 8 9 107. •8 -t -2 -1 1 2 3 4 5 S 6 7 8 8 9 10 86/. -t 0 1 2 3 4 6 6 7 7 8 8 9 9 10 11 8. Interior Thermal Mass Method A (Slab -on -grade Construction Only) percent one Two Three Ezoosed Ston Stones Stories 0 0.00 -3 0 -2 -1 3 10 2 -2 7 -1 -1 0.60 20 8 0 0.80 0 0 7 30 14 1 9 1 1 - 40 1.40 3 14 2 1 21 50 - 4 23 3 2 2.00 60 19 5 4 3 2 8.7 70 13 6 9 4 2 2 80 -20 8 Eh SEER 5 3 (AFUE or HSPF x duct efficiency) 90 Effective 9 Pcltg 6 3 -14 to 100 Gas 10 Pkg 6 4 -14 -4 +6 Method B AFUE HP Int or slab Floor to Raised Floor to Mass -29 Stories HSPF less Stones -5 /CFA One Two Three One Two Three 0.0 -11 -8 -0 -1 .1 0 0.1 -10 -7 -6 0 0 0 0.3 -9 -6 -5 1 1 1 0.5 -8 -5 .4 2 2 2. 1.0 -6 3 -1 4 4 5 1.5 -4 .1 1 6 6 6 2.0 •2 2 4 8 8 8 Z5 1 3 5 9 9 9 3.0 3 '6 5 11 10 10 4.0 4 6 7 13 13 13 5.0 4 6 8 14 14 14 6.0 5 7 9 15 15 15 7.0 7 8 10 16 16 16 8.0 8 9 11 18 17 17 9. Exterior Wall Thermal Mass Exterior Single- Single- Wall Family Family Mass Detached Attached Muni Family 0.00 0 0 0 0.20 3 3 2 0.40 7 5 4 0.60 9 8 16 0.80 12 10 7 1.00 14 12 9 1.20 17 13 10 1.40 18 14 11 1.60 21 17 13 1.80 23 18 td 2.00 24 19 14 10.Pe2ting-System Houses with Ducts (R-4.2) Sum of 1.6 Gas Split Pkg -25 -24 -14 -4 AFUE HP HP or to to to - HSPF HSPF less -15 -5 +5 +6 to +15 16 or more Me 6.8 6.6 0 0 0 0 0 0 807. 7.0 6.8 1 1 1 1. 0 0 85% 7.4 7.2 5 4 3 2 2 1 90% 7.8 7.6 8 7 5 4 3 1 95% 8.3 8.0 11 9 7 5 4 2 1006/. 8.7 8.5 13 11 9 7 4 ' 2 (SEER x duct efficiency) -20 Effective AFUE or HSPF Eh SEER -41 32 (AFUE or HSPF x duct efficiency) Effective Split Pcltg •25 or Sum of 1-6 -14 to -4 to Gas Split Pkg -25 -24 -14 -4 +6 16 AFUE HP HP or to to to to or -29 HSPF HSPF less -15 -5 +5 +15 more One Story House -9 -6 -2 0 7.0 6.8 33% 2.9 Z8 -62- '-S3 -44 -34 -25 -16 409. 3.5 3.4 -40 -34 -28 -22 -16 _-10 Soy. 4.4 4.2 -19 -16 -13 -10 -7 -5 60% 52 5.1 -4 -4 -3 -2 -2 -1 64% 5.6 5.4 0 0 0 0 0 0 70% 6.1 5.9 6 5 4 3 2 1 80% 7.0 6.8 13 11 9 7 5 3 90% 7.8 7.6 19 16 13 11 8 5 100% 8.7 8.5 24 20 17 13 10 6 Two or Three Story House -21 -12 5.0 4.9 -35 33% Z9 Z8 -69 -58 48 -37 •26 -15 40% 3.5 3.4 -46 -39 -32 -24 •17 -10 50% 4.4 4.2 -24 -20 -16 -13 -9 -5 60% 5.2 5.1 -9 -8 -6 -5 -3 -2 69% 6.0 5.8 0 0 0 0 0 0 706/. 6.1 5.9 1 1 1 1 0 0 80% 7.0 6.8 9 8 6 5 3 2 900f. 7.8 7.6 15 13 10 8 6 3 100% 8.7 8.5 20 17 14 11 8 4 10 6 Zonal Control Adjustment 0 15.0 System Type 20 16 11 7 3 0 Resistance 6 4 3 2 1 0 Other 3 3 2 1 1 0 [1. Cooling System Houses with Ducts (R-4-) SEER Sum of 7-9 Soln Pcxg -25 or •24 to -14 to -4 to AC AC less -15 •5 +5 +6 to .15 16 or more 10.0 9.7 0 0 0 0 0 0 11.0 10.7 4 3 2 2 1 0 12.0 11.6 8 6 5 3 1 0 13.0 12.6 11 9 6 4 2 0 14.0 13.6 13 11 8 5 2 0 15.0 14.6 16 12 9 6 2 0 8 -1 Effective SEER 7 SE AN (SEER x duct efficiency) -20 -12 Eh SEER -41 32 Sum of 7.9 Split Pcltg •25 or -24 to -14 to -4 to +6 to 16 or AC AC less -15 -5 +5 .15 more One Story House At 0.93 -21 •12 5.0 4.9 -29 -23 -17 -11 .4 0 6.0 5.8 -16 -13 -9 -6 -2 0 7.0 6.8 -7 -6 .4 -3 -1 0 8.0 7.8 •1 0 0 0 0 0 8.1 7.9 0 0 0 0 0 0 9.0 8.7 5 4 3 2 1 0 10.0 9.7 9 7 5 3 1 0 11.0 10.7 12 10 7 4 2 0 12.0 11.6 15 12 9 6 2 0 13.0 12.6 18 14 10 6 3 0 14.0 13.6 20 16 11 7 3 0 15.0 14.6 22 17 12 8 3 0 Two or Three Story House AS 0.93 -21 -12 5.0 4.9 -35 -27 -20 -13 •5 0 6.0 5.8 -21 -17 -12 -8 -3 0 7.0 6.8 -11 A -7 -4 -2 0 8.0 7.8 -4 •3 -2 -1 -1 0 8.7 8.4 0 0 0 0 0 0 9.0 8.7 2 1 1 1 0 0 10.0 9.7 6 5 4 2 1 0 11.0 10.7 10 8 6 4 1 0 12.0 11.6 13 10 7 5 2 0 13.0 12.6 16 12 9 6 2 0 14.0 13.6 18 14 10 6 3 0 15.0 14.6 20 16 11 7 3 0 Adjustment for No Tank InsAmItion Nimoer of Water Heaters Water Heger Tvoe One Two SG50 -2 •5 SG75 -3 3 SE •5 -4 HP •2 .4 Have Skm Adjustment House Size 1i:2) Suosotal less 1000 Witter a Issin g titan to Pam Scare low 1499 30 -47 .5 -25 -14 .4 -20 -11 -3 -15 -9 -3 -10 -6 -2 . .5 3 -1 0 0 0 5 3 1 10 6 2 15 9 3 20 11 3 25 u 4 House St w Adjustment Hasa sae (tt2) Subtotal 1500 2000 Water Hsawg to or Pant Score 1999 came 30 0 3 -25 0 2 .20 D 2 -15 0 1 -10 0 1 0 5 0 0 0 5 0 0 10 0 -1 15 0 -1 20 0 -2 25 0 -2 Zonal Control Adjusmnent All 6_ 5 4 2 1 0 IZ Water Heating One Water Heater - No AUXUI=7 Czudtb Di UUM Syatan2 Reeeo systems Water CLmales Energy STD HWR Pips No Timer Dantd Heater Tvoel Zan" Factor POU Insul Ctrl SG50 Al am 0 3 1 -0 .5 0 a63 5 8 6-4 0 5 an 8 11 9 0 4 a SG75 AS 0.46 -2 1 -1 -12 -7 -2 OSB 3 6 5 -5 -1 4 am 7 10 8 -1 3 7 SE AN 097 -20 -12 -17 -41 32 -19 0.83 -17 -0 -13 38 -28 -16 IG' All 09D 2 5 3 IE At 0.93 -21 •12 HP 6-11,13.15 1.80 4 7 5 -5 -1 4 Two Water Heaters - No AaslQary Credits SGSo Aa am -7 .4 -6 •17 -12 -7 0.63 1 5 3 3 •4 1 Q.73 6 10 8 -2 2 7 SG -43 All 0.48 -12 .4 -11 -M •17 -12 am -1 3 0 -11 •6 -1 0.68 6 9 7 .4 / 6 SE Aa 097 •22 -14 -19 -46 -35 -22 am -16 -7 -12 -32 -28 -15 !G AN 0.80 .4 •1 -3 IE AS 0.93 -21 -12 HP 6-11,13.15 1.80 •1 3 1 -10 4 D 22 rv. R.E. n�. 42—Oi 0. B. B I`ve. i �F 0 2 a r 800, t I IV 18 17 7-(B 7 1 6 1 1- 4 1 3 1 2 I 42-�X _ Imo. 32.40AL* - - - + I45.20AC I - + - - - + - - - - - - -� - - - 1C: " 9 I 10 121 31 13 f -EK 1 15 ( 16 i� �L9` I Gam" Q I 2 lcxcTJ-7 17-5.oacTT- - - Nfi � 1/3.I1 Ac 24 23GG2 2 19 t r7.20 I i 2 5531. I 4L: 32.40Art - - - �- - - --. - a}- - - - - - �- - - - + - - ---- O 'n _ 5435AC W 29 3r 32}}9/ 2 / 4 BELL ROAD : W44 7S7DGT,S3,'s98 m " A 15 0 40-1711 . !vA8E/L S/HO/I3 P 79.52 ,r 35.09 3'5 � 9'99p697 4 9/ • r5 3 11 STAt m J9.6� /3.4Ae 6Q96 4 O -- 11 - - L 69.18 Ac. 3.60AC IN 0.78ACQ a `� _7 05 m -� • - i w 3RD _ SUB. � Q3 �� z � 83 84 5 S* S ��� 57 �'i Q` o b $9 (3�1 5.01io to A"rOl� 42T. '563:4!= 1.7/ 361.7 361. 15.24Ae 9 J� 1 9 � J'8 r PM49-59 86 M65 6 93 4 C bo. tit .99AC i 50.94 Ac. � e � � � 4� Q o' 7 4 7AC� ti f 87 ' HW* yl1 ,3 \ 4 6sAC w .: ct ;' Assessor's Mop No. 42-0/ PAIVA. BERRYHILL SUBDIVISION 118 M.O.R. 40/42 6-22-90 LOTS 1/5 CHICG' PRUNE ORCHARD, M.O.R. BK. - 7 PG. 27 County of Butte, Calif. .BIDWEL' 3RD SUB. M.O.R. BK. 5 PG. 8 REVISED: 8 : 9O OL ..1.3• Y. t. J .a 7' •-h.r 4 'L-' .i3--�_'•q1" .fi ,•gyp,`j� -.f s��r�� w�37i#fh'¢" �r 1.CG ,e: .4`uc* _ . , I Til j ----------I i I ; i : -----..— -�— - . � 1. I � ,;01 ,- I �1. . , i, -111 , , i I I 1 ; W � 117 1 3 . . I I -" , " !! � L L I' I 1 1 — . ,� " � I -- I �.. I I", IF I IWI 11 , I � -----j I..... , I I . � ! %A , 0 -,-a I& . 1� . -�.� I 1i I , , � I : - A , I I - I �.,, , ";- � I , �,-, 0 I E It Z, tj I � 11 C . I : Iii 1 , -3= 1 : I "'a 09 . , , ,� I I . , �4��V it. �41; 11 � '� : . I - i I 0-1 It ,� , , '9 1, "I . i:,::,�,, 1� - I I -A - - 14- I .. i tp , , � I I . . I I '. . I � " ,` ; �� � .-'11�1� � I I I . .k . . I I �f'- --( -�`-?�.:.",- I., . . . � " . %p - , ,,+ , ,,� � --� ) �- - '' . I . I . 11 . 1 �,7 ) .1 A , i I I rA , , . , #x - U.A� � . . . - 14 1 ]�, , - : t �:--. I ! � � . I F, I 0 - i :� � 1 � I - � � �� :, , . " il �! ; , , � . I - - . . ,: .. . - . - � I -- - - . I I � 11 1-�- � �, � ,;i .: ,,p.. . , % �,�",��`*�" I i. i -- �. - --.- --F . . . I - ; I I . - .. I . - � I I . . ,:, -�illlt ,� I- I � , � 's- I . op kol) " 4. 0 '46161�. A 16- 11- � . . NA . '�e I I �,`�fll "I� `ii . . "D i o � , -4, T. o. . - :1 1�1 11 I � I I 11�1 1 1 - -. I I i , , 4 '44 .._ 1 "I" - �- - ) I I C, F-� - - r --j cer I,,* ' �-) `+0 A , ,., . 4 . ,,, . � I -.1 -)� , "4F ,z , � " v�--- 11 �: ; 1 -4 A, -ep I i , - , - . f'o w; 6. bf-^ , p -4, - I i , 1. � ; �� L � i I - , ,�� ,j t� � � �= 4 Z m I , 11 � �-4- _6 _: - - - -,� M I . I I , I 11, ; 11 I I I t I'll.. , Itl . I I . ".. :� ,','j ivt�41'.�*&,-,-L", . I . I - - -- ---. 1 * I I I � - 11 - I . - -- I "I-- - (o v L : I ,.. � � . I . , 1:1 I I I * -� 1 I il , 7" . -� ; � ,,,, 1 Y " ; .L /--- --- - ,L � 11 . I I i � - - . . -- -Y - I , " I . I . � I , .1� I , , ".- , 1; ',,,�, I - - I ,* �, " '" . , ..A I � I , ,� - - � $ : - , ; �, , , , I i: I I � � I - -- � 1 , I ,� . . 116 V. . - I 1. ., - h ;,-, li 11 I . I � I I I ��--" : I 'A . 1. , � -L ftfi; 4i �-k ''.4 "I VV . . i I -%O" I �.�i';� I i � A - - � - * �� :i ; m . I . � a 1�": Z � (.*)-,e> QoLpo-'4 "- I-, 1. —F ...... — � ,. I - - I - 4---- L� �j�t­ ' t 107h , , , , ------, I � Me I . I I . . . .., i� . . �, 4 . 14"':10 4, ,�;,,�, il!:� I ; , ?,.,do I , ,!, I 4[1!of, I I ,1 , �, I �e%- ` 4 , " �14 �. ;.", , � , ;'� � I � I - . -Wp-t-�-- ,)a — � d,11i � jWA'14Yj40A: J�JNZ - , , t I - I -.',r , �' ��� - - - " I "�, 4.-. 1 '1- I i w t i I qw� . � , ,� I ,! ; 'I 0 .--- - -. - - -- - �A w- 1c. 1 W&'-� . I , � I :11Kvt 1. i 11 , I . � I � . . . . . ; , ,4, ,"�, I � � � . --- ,--., I . I � , ., �', � : ---------. -4--.---- I ,� 0.1111, M. If �; lkl: - - - -� � . � - - , 1 . I �. . I . , �$�A.tl,'.,r 1 ".. I I �v'. - : -I.- - . - . , i I , 'k 1! 2 -� I ... � . W , I I. 1, .I -� I. � . � � I . � " - , � .; ,e � :: . % , I . I I � - .--., �, .1 �� I ----4- t. 1! l" t 11 . � 11 , ( ��, -, i 'i . I :. , 11.� � Ts,jrI �,,; 2, , ` ,"i J7 , . � , : 1. 11 . . 14 �� �i- .1 � �, , i � . I v � . f : : I �# ;. � I , , , i . 1�, on" � � � i,j,li, .1 4sf),A"* I ,.34 CA ,11 I � . I : . ,� � . . I I � I . I L I � " � � . � I - I j, : ) d.. of K. .- , � . 1 7� 1 � . I � � , , 1� I -,�. � ��-A, :,, � ,',,�.�";, � I i : , -J� � I I . - i I I '' t , , � I I . I I 44kp. . I I I I . I . � I I I . . . . . . . . . . I � 'r '� 1. 11 I *? , 5� ,- r I I - I i � - � . i . 1. � I i ; � , %� , 1�� I I 1, � - � 3 - I I ir i , T 0 � I � � . Ui4l�- I I I 1.4 "6�Wp �,�, 4�, , '-, � ',�i,�P" ,,,% 1-01, ­- . -- -, :. ., , ,, I I I I � * 4 11 �� to � . . I Ai -� ri P*t rqm: Is - - . d I - I tio --, ::.t � L 4L Ar. 4 �'j 4� 1114C -110M .-T., � ", � , . . I I f , , . I I � -7 1 0 i,/' I' 1. _-1.. �. L - ---'----," - : � I �� 4 . � 1 1-41� - .� -7, ; ; 10 , , I . . . . � . . i " , ,�',',,' .,-,r ­ -- --.-. ---,.- -.- -,..-- - --- -77�.;-- - - - - - - -- - - -----I-- - I--- - - � , � I .1- - - . . . " �, I m., , 7.11 �'r I �, I .1 - 1 - � I I . . � I- . 1, . � - . - - . � � I ! : 'I -- — , I PA. Irl 0 1 � f . t I . � . -,-7 , I /�*? ----ZCr7Q-r— 4 � ", , � I el-- , I i. -, I 0 I , . - I I i-�' � I I � , - -,* S lip ! , , 11. � - —�- , . !� : M 4q jp"j,L M I ! - I 1-1 i t- I I - � ''. i 11 . I � J� U1 � , � . �'. � I I �N,:� � - IV, 1 1 . I I � I , � � - I . � '. � �, � , r 11 , / I - ; 27, c � 1 , . I i � . � I I I , I f o , , . , , , , I . . , . - , ,- I I % � � . � . 1. I - 5 ", '. ; .�� I I . I , 1 ; �, "-i.-- I . . 11 � . . f 3 1 itd - . ... . I - I . � 11 I I . . � ', , ! L' I � . I � I I . 11 I . , . . -- . --D � � , -- - i . � � 1 1 -1 ", I. - -1 . --- - - - k. - . ,- t _:_ 1. .A7- ­ ­�' - 11�k I I � I � , � 1� , . WU . I ,--\-. -I . - �z , . " , ! � � 1 : ,�, . Mile- - 14- . t i I � � i 1( - ... - - .1 - C i I 1 i- `77 - I \ � I % I 1, 11 I '� ,,, " I,� , , , , 1! r � - P , i - � I . � I I I i , , : t , - I 0 � I I I , I . � ,r I I - �_: ,; . , i I j, I - I - � . I . I � a. � I -',.e, , : . mft � - * , ... I , , . .; I , I � � I - . 11 . i��' t -- . . ,. - S, L --L- .. -.- . . - . ,.4- - � ,*.,� -1 . , I I I I . , .. , , , ''p, c � I 1 4. f. __n___- I . i I ! - - --,--- . I . I ,%.- " I . I � � I.. i-----.�. � - . --- ---- - I , . - � j "I'll . - . I .1 .. I . � * �, - I I . . (V 11 0 4- C, S4 y � i (o t�-'r� �.� I . �1 I �`;� �,1. � � � -=-.==Z;;;;;_- . - . � � w 0 QL . 1. �. I .. +I'll'- , �, I I , I ". I I I I -- , 1- ­ � , - "' - - - lo-- It,* ... . I I . I � � I � , I . I � � , .1 .11 � 1 -.- - . , ; I I . - � . � � - �. I )�,�, I I I . . I . : , 1: jL*-,,�&?-n o ,5r ��' " � I " ,� " �� I , - 11- 1+, , I- - I * --it 7� � j, 41- , � � : � : - . " I . . I I I .'.;: " 11 � " , k . . --� I . " J. I I � ,� f, � I , , - , � i -, --- -%, \1 I - . . I , * tih - �, I � , , I �­ i ol- �11 :,71;,� Ji J. 0 .�l ,e/ v � r � i, S11 � I F" � I I -d= W�� 4 te. ILO � , , --- ---4�\�--- , U =4F 0 IMI -c" \ I . . . . 7� - , 11 , , 11� � '1� ! L I TA4 :_ ` . � . � . � - . .- I . I . �� 4 " � ., 'L�, , , � . . � `� I �. I'll - .. I . w p . � I 100 i I 4. ,-� 0 � 4 - . i. - 1. 1. �, . .. -- , ftv .1 - , I : 11 " . �.`, - - d, , I � - -1- _-'. --. ��R;) 10 . .+ -�� 000 . - ,---.....--- - - 1- f -k,4 I - - - . I � I I � , i, I ---- ' I ;, , . 4�# a I -, � I �---' * r . t , t � � I . - - ; '?, , � , 1 . I , f I z \' ,"ll � , , '14, 1 1 1 "', -rZf�L, .1 e4. d � . � . . /I . " � I , 1, 11 � , � - � 1, \ -..--4- -4- -- , I � � ;, - . I 1 1� ,.",/ I I I . 4 �e. . � 'I, .,;: ,1"2,� - 1 1. . - I I I 7c I -..- � I .- '111 ... "I - .. , I . , - �' , , I I , I I 11 . - - .--.. - I ..;�.- �,-. � w- , 11 �: � � . , � I . , . � --,- - I 11 .. L .1, , I I - . . I I 1� , I �, I . , - � "..- :, v t , � ".. �` - 1, I . . ',`� '. t.� I I : ,( / I , ,\. - , , , I . . � 1, I I , � �- -, � , , � I � ,4 -- � -1 . I , . I - 1 �, .-I- ) , � I I .i - i z " I r " . ID ------ - - , - - : , I . � I , 11 1. I I I r . , : L - I., I I . . , j . I ; �� '. , . I . .. 11 : ", i 11 I !-I- -k- �1. I -A- -, od I . 1�- . . ---- . � �� 11 / 1 4 I'll �- - � . - -- -:--�- , - :. i'�--,' I . I, , -] i ,- , . 11 �� -.0 - � Ij �� I 1. (..� , , �' . � � . .; � .. --,.,- - I - � ID , I � . . , I L I . -,��­ , I �; I I I i , I . 1-11 . ; I . - - --- , I � I I I " I I J:� I � �/ � , �� �� I i I i. , 11 I --.-----. - - .--,.-------.-. A 1.61--j.-- * - . - � -- -.; .. ,� I-— . . I " I I . I 60"r.4 I I . �� � i -1 , ,11�, �Tl � I �,14*,;k, �si , Ti4 I � '. ,.. I , � i:�� 0 � , , ,� �, ! I I . . I z A � �-4"�-;-*i / " � " , , " 'r J I", � �t� lip", ,. / / ( , A, k jr,��., C, . � I I � I'T, � V " : i i +1 1, ! � . 1+ . . ., I ..... I !, MA . I , d I , �-',-,, � 1. - 11 " I � � � - ,,�,,� ,.� - : � - � i . , I " " . . I ,­ , . , - � ,� � 01 ,---..�---t -- f--- Jr - j : I I - , I - - � - -1.! ,�� I " I 'Cow -W140, 001,41 I I . ': -- " , , � �� I ; - I ,.t / I : k -----..--.-i ,-.---y"/q � f ..-- - I I . I -1 � . " .1 I - . � . I .�i . . . � I " � � �i 1: � I . . FLo,AK., � � * ---- - 01 , 1. ''. � . - - t F- L, I I � ,.­-, ­ %- I , , - �, 0 - 4 � I I -Lo,A� I I C�A opLp cvg .�, I , � � , I I .,- � Co Go .1, I I I I -" f. , 0. , .� No-, I I � I., v -.I� � , �'. -* , Waco � i * i . .� I . .1- � � 4b." " � I w I - 0041C � I � � '. �� � , , 11 f -T, I � - LA . I . � . - � !, , r I � . . .; .- , � - I i , #A-4 -tf-.a - - -, - I � I . . I . . ., � . . - 411. -- , v--, I � . , I � I . . : - 11 � -- -,-,-. I r-4':.; I 9, 0; 12 1 L : . : -r, - , , I I I I . . I ,�, ;t t?�, -�, - I ; �. I I - ---t- I -- ---I-- . - : � 1� �- I Jtit# �, i I I - � 1. � I . . I I I ­ � - ;- � -'�, i��,;." - , ,., � - . . " -1� �.,,�,4 9� i � , 10, - I I , � , :1 t, :�,; � 1, - .. .. 1 $ Awso � I I . ; i i . : f': I 11.11 --M�- �-- -,---,. . , . 4 �'.. A .1 , I / , ----- ' -4-,- -4- - - i, I , . . I I �. . 1 / OAT � , I , ��, 10 � .. � �. 0 'r��pi . I z ' � - -.1. � i, , � . A ...� �r,.4 , , -1 I 7 , . � I i � , .10,6 � ------ -"--, 4---, - - !, i-- -� , . - - I � . � , . , � '' , I ., , i I : . f I . . . . . . , 1� ,o 30 (Ts,#-, P�) . ., , - I . I , ;. . ! . . I .1, .1 . - I -1 I Q,w,��- &, V�rr Vu I . � ,;- . 11,1./o ,-*. - I I . I . - -�. . 1�i . I llp . I , . : I f � I � : I . , I � ­ , - �� I ! I l I . . I I � . I I " . to 't 1: ,1, ro -- .. - I � I ­ '.,,� .1, Y, 1, - 4 -1 �. : A , I . I i - I 14.1-1--t- .. .. -­ � - - -- - - - . I I I , .,I ,- ;f, � 1� � - �k% ! : I I p *,(, fit -10 M.C-4 04004ro 1�2-� 1Z, AA -04 A - 4'� .. �� � 49 k6, � - . " .1 1 � I � I � . --- 0 �, � -� ... . - I .. I � --.. -4- I , � I �p� SA "I I I c - , , , 44*0 " .14.1b � I : . � 1: - At Is - I 4 11 , . % � , - , I C, - I . I �� - . -�;I., V ;,�, /I �,�-, , � I . p . . I - ..., : � I 1 1(2 . - " - � I r - . I I '� - -t- �Iii � , :: 0 -', w- zs-�V�,,�-�-, - ` , , � I � , "'o" '- ,Z11111 , e ( �l . 4 1 , � - I I . . � � . : : ; : . I #I t ! 0 1�/ 0 . � I : . � . ; I I ., � ,. I I I - - - : .1 .--T� , , ; ­ -- .-------- ... + ------- �-- .-: � - I I , : �,j ", f ) . . , o-.- , - - L � . I , " �, .� . � - - I I , - , . ; . � I I . � .. % 1 C3. � M Is ("ni a, C, - � - � , - �.4 � -- . �k- �-'-t- - -- 16, I ,;' � 1. � I � . � I � . � I I., . I � . . I I : I I - . � � I , 1, �� - . . ,. lm!i . I I � � I . ;, ,, . .) � , o s, �� , I ,� . I I 1� I N k 4t ; -W.-�, � 4i- - .. 4, - --j, -11 - "'._'! -4.... -i-- �- . 1: J. - � A li" . �. i, I . � 1. �- I " 'I", , I "­� �.p . ; I -M -, ----,- ­ - - -" - I _ ! . I - -1 I. I 11 . . ., , �,. ..t , �, i. �n.-, , It - I � 71416 CIV Z, L - -- . 4------ 11 � - C06 � 4- ,., - 71. 1 1 . . f - I � I ,� '... . . . I , . , I , I . . .1, ".. , .� I , " . r �, - - � .; -- i ". il � . -1 .. IL -t I 'o I.. _- . --­----,- i�l LA iI , .1 - - -- . I � � ! 11 � �"IL, I., � . - � ... - � � F 94 -- , " 10" i -- , , I , . . ';t �,�, I � I I'll - I I 1. I . . ' ��` L '. . ; ". - :., � , , � I I . . i I - I — 4.-z-=- . . �i, : ! ., , ., - �— - - : (.0 I � -;od 'xii -7`�< i I �. . -1'..- .. � - I - . L' !, . I �� . I w I I i TUAD I .. .. I - . - It 110-okl*4 � f;;1t4 i, i� .................... 4 I i , p , - - , ` "i IV I I ,---- �--- I - t =20&� I . I , � . I I : :1.., , ,- , ,I�1, � I LOR 11 1. 1'1-.-...-- IIII-1- -;., L -.- ' - - -'� - I I .1 F..., . * I � I ,.:��'. I I - , � r I I I � I , . C. .)&1!' I I . I '�-, - - ' Ir I . i. � ,I i . �Iffl 1. , � . :- I . - '.., - r,`��, , ��?L,1'1 :r, ; � : ,�� �, . � � I � , , :11 4A .. �--I..--�--.--.. -... --.—­-- � � I � 4, � ::. . -. -1 , K% : i,ft l , - ot� , . , : ,,,. e+vgrrt4 . 1 i. . I I I I I - - - - 'i 4'. i-'i't",�- � � � � I , 1C.- * C& #." 11 � I " : L_.�t I li 'I- I I C. . J�d � 0, i I i , I - - � , �k;.Jd - . -, , -, - . 4r : .�. I I I .. . , �', IV I ... - - ! w F'16-� , +- - !, l---� J�Z` I � L , L 1 'J" ,. . ; . � - - , �� & .1 ' L � I - I I . .1 ��] - " ! ; . � I - .1.. . I '. � . � . . . - �. . I � � "I.- � L 1AM7 I � - " I . �! I I ­ � I 11 I ii i . , - ! , M. Qp # ?,- 'Zo I I ,:q , . --- - -4-1 , , , " --a r-- I ') - - -1— - . , t I I I I . � ;� I I � I L�1115- k - - ... L '. I . I ,I, I ' L .. ,;� �11 " I � � -- . . !, : � 1 -4 ,, �i! --t- -�----- Vto - , I ., . .A:--.��- " -T - � I � -'; ., � ,,�'. � I I- � � I — � I . - l . y i I I . , I I � J - . I � 11 . . , ii-L,a,412- � - � I , � � ; -- ". I � I.. � i i"11 . .1 0 (V I . I I .1 � " , . .. � e ;w %,, t, , I -; , ., . ,�S �,�� !�r��,:- , I . , ; I I . I �', I . � : I - ; ,�., � 1�)-"W- � t I . I-- I � � � C---: -r(�k,, ! ,----] - I � i� � ,�, � (fi-- I , , - , Y k? 'rL j - to Lz IS -0 � ;; I , � ! I v / - , I - I -1 � i � ,,,, , I i I - � .1. I . . I �! I )i -- . r, - -: I ---t- - � - I ! t I 1� !" . - --- T . I I , - " , ;1 . �r" ' . J ,Z � - , , ", - I I - .. ; -, I .. 1. . I I . �- � � � I- I . - I , ir� � I � � ;I 0,111- - 1-1 , I . � 0 ru 0 1 , I � : - I I I I . , , 4 ; 1� k� �� . - . , I I - I I I . I s, ,V � . 1. . I : ��` �'r, . � I � i � , .- , "r �'� "t"o' , , "p � % T � 1 It I- - - - 1. � � tp I` . I I . 1-1 � . , � ,�. � � , 1:1 4�,�. , I ,oil - . :1 '1�,----- I �) - I f :- I /,; I - - � � � . 7 , ' " , I , i��--�--- I . I \ . - I �, - - - . � : I I l� : � � . , ; , , : : I . A I -4 !� ; - - I . I I - ;, �- I . 4 ; , I . . -%.t . F , I IrlLe . . � ("I . . , , I -. I ,� I - ---- I , I : � I . : . I I I � � . � i .1 . .. . I .. .1 I I I I . �. . .fil .. � . .1 ", � ,,�, r , , � � � , - � I I I '. I . . , � . . �..- I 4 - , "v", I �: i , . '�.l � . . J Ij T", . P, t, � . . . - I . � . . . I , , 3 , - T , 1 14 U) :.i . I I ,;,� it rl; -�:� � -;V- - - 4 1) I . I ,��; �- 11 Ill -- -- =�- ---..- --1- �j ' r ';� I � . ; I I ' , ­ L, , I co. . � .. I 11A � I . I . . I I- �:� -, ,,, 1111 � � ' . I .-- , . � . � - . 1, - - 'r�, -Y,'� i � "I ! � ;� '11*i ` I , 14'� � 1�ki: .� '>' Mk� . I I � � I I I . I � , I . 1� -1 : '��k rr_ I I , 0 �� t I -.,- �- - j , - . I - , p- , I ; I � I � I � ; ;ii j Ti st", i ! I "M L I . I -111L-- -t- � P/w --- . :.� ,� , I .. � I I � . , " , -� I I I I I I �",', - 4:,,r.. r " �,-"�, ­ I ,��' �:. ,,, -, n'.�fz`i I I - I 11 . I I . -1 - . - I I 1, " ',�;tl;, ,,q,,,, . 1�1-15 1 .. 11 I �--- , , � I t 4 .1 ---�.�`* 4 , C ;� , , !i� �- - - - . , 0 61 0 1 7-4 70- .. �; . � 6:� � - , - . , � I v ., I .1 . , ,.,-. � � c� 1� i jj�, " j . - � I � , i, , - � � I ; 1%*i-.1ft -, - 11 I 1-1i , ,j7 � - I .1 7', ! , f I �. � : � I . - + . I I . I � � ca i . � 40 . :�, . , . ,, . , o4 - i�!�, 1 ;;!�4 ;";r. � - - , , �' �1.1- - , r I I i i , � . :, I I � , I 1, [ . I t I I � � 1,2/ � " I 7 , , ,� . , -- L - - , I : . I 1 &1�--fl r%. I �, � � I . c - , ,,, 1�� - 4-1-- .1 �-- I -11 I I I . I . , .--ry-.!�:�-, I,' I � ,_ " ;Ai,V, j r . �,:�. �,:� .Y--. �,� �� I -, i, ; ' ' � 1--� -- -Z��r , _ , - -1 � I � � I . 1. � . - I �,:, �,:, -111, �'. " C1, ,�:: . I I . - . - 4-- - -�j � I I I . C; ) ' _1 r I. I . � . - . ,� W�-��:I , , 'o .f� I - � I L " ':,&, r "�� P44-41 , 11 'I � � I I _- �� , I Is, I , ��4 1 . . I i I , 1 . , , * � 'I, , � I I . . . I 1 . . � �; 1, , , � . w5- &� *�fll- - �� � , �, 0, t � I , , I _ - � I - , � , . � I I . , J-1; 5 _ _j , .� . - 'o 1 . . e I .. I . . _ _ _ I : . I p I I t -1 V-- -a-0- . . I , i i: ; . ii! � I i I , � I ,. , " - � � , I I li t j I , .1 I % � V, " - . vs^ o� r-t,w, ._ I - . . I , 1� I. I 1 "k. .1 . - � . -1 I / . � DF-* ' i � ­��-,.�--!:f-:� "% I - I .; � . . e �','�", , , ,�, 11� -�21- 11 �, , ,� � , i : . � -�:- -�f -�,: I TA 1. , �. � � r fff ; " . - --- -.ell. , I ... - 4.",I.' L , ; -, - -! -.---,.--, ! . . � I . 1. .1 - . I . I I :, . ; * , C I .-".��`�,,�,�,-':' I - I 4 rRpv61r1 1 ! "' - . I : IN' , I , -�, � I T , � l;. I I I . � ; � I I � . I I , I � 1:1 .: -�- I 1 �'�4, � � 1:; � ­ L ' -.- , . : I - I I ; . , -� I I - - - -,i� , 't,/ r I � I . . I A , i ! I I I .1� . .: �� �,� ., I , �w� . , - �; � " -, : I I . i � , . I I - . . I - , I , � I 1, . 1 f I - I . % ,� I . 1� � I I I -� � I I , L-- 1----�- - -'- L I � . - -1 - - I --\ i : N � 7,- L I � : � 4 g, ,. / ', � r, ". ,/-111 , � PIV -.,-:--.-", ��-� � - ... I . I . , . I . �,,,� ,,, i --- . � � � I , I , ., -- - -t - . , I /. - 00 -,'��4 � I � =,;�� Q' 1. - . I t - -I I ., I - ­ ;� . - m -.- ; L / . � � I � -110 - w.' I � Olf 11 � . " . , I . - 't . : I I . " , L, � ,. �. �' I " � r� , . '� 1 , y I . - . L' � � I I - � I o : , I "r;LoF,;o, �, . 1� j - - I , �. -.7 .. A- ' - 6 " . - ., � I 1, :1!1; , -=� MENEM - - I - I I . N ! i J 1, - I 1.1, - F). . i � . r".5x C)C.f�. 4= P &*A M 1 4.� 1, ­ . � ,� � J5444 - - — 1- - . ; : I 1, , � � � I . -- p.V- i --- . - 11, . r I , . I ! / ,z,� T.", , 1. I I .1 1. , : L� I � 1-- - -A, - I . � I : -I-- . I'll, � � ; .,.-, � -1 � I . (4 1 � � � � " 1� w I �, 1� " I!, � * el. �� i, I I Tj � r . I - � -�- i I I i : I' ; vp I �,� I ' 11 . � I - .; 11 .1, -1 "'. - i � i ., , , , ,� �7 .: ,,i� . . ,� 11 I : � - :ofjp,�-V, K- r" ku I t . . - ): A � . . . I D1:f'ij' A %4,�/,/ - : t : , l� I 1-- i� Q� �� ,., ; !.I . . , a ,, �,� - ! � 11 tT , : 4- - . ; 4� � '. -,� I ., " -; -, " "I iI 1, �� - - , � ,�, . . � I 1, , - % ., -�,; ,,,� ; I e� I I `� - -= . � 1 -44-- � , . - I . I . , . �� �, ,'m , I NJ! 5 ,, --- - i�l / I I I I " �� I 1.4:1 1, ,� ; I - I T . 1! � . I I , I 0j: � I .. . I . . . , " ... I ,,­�,, ��:, — t �,- I . . I !��� � j ,. . , I i - I I I � ,/ �. � I I I - � I � I 14 . , , -1 - I .. _: � . .1 I 1 ,, .1 .� �,, .-,';: .�.,�.. 11 , � , . -- . vo � I I - I Y I � 'I., ,. � � � H, I �- L 4 7.. / C, \" m - , I r - I- � j I I I , I , :-4 . .1 I � . � . � 'ji � I , -- L ,. I � . 1k , I . .1., ip "I" ..�� 11�;111 � � 1, - . i - � - N � . I � " . I I . - �. �, � I � �, ��,. � I i "-.'�f:l * i1i" . " 1, 7 '- g;, , - . . e!b�l '2� , -, ()�i ; 1 - ,,, 4 , 1�-\ 1� T . , � z " : I � 11 - . I I . I I . � I �, I � � I - , , I N I . � -,-,-- v..- j - - . '. I � I � 11 I � , . .. � . � ; r I . , .. � � 1-1- I " I . �7 .1 , I ., I , .. T" I � I . !� ��' 7 I - I J, ,,#- - ), llip . - 'A I I . I ­ - i I � . � �11 . � i �IC -,�Jt- � , ... 4 I, �t:t4-1� '04fu I , � ;,. � Ir I 1. - I I I 1 � .. � - '�,'�,'J . . I . , r * & . - 1 , , 1. I I I I IN . �� I I � - ., : . �,�. L . _.i.";_. I � I ��!�M, 4� 1 - . ,, �), -1 � 1. -1 I . .. I - - . . I . . I I I I 1. ..�' 'T� , i �� :�I! 1. ,. 11 11 I - ., ;` r4l�� -4 � - I � , I , � , , r.. I _ , I . to Ij- E- v .1 r ,. � - - � - . - - -- - I.. 1. ­­_­ . - vikt- * . . - I I . , I .� I I 1w. �, " - 1. .. . I ll , . I . 1 , . 11 �, m,::,�- ,,- "l -W - ,� 11 . . � . � 11 �t 6 , . I , . '. .. - - I I , I � . , . . I v - I - , I - . I ,a --��-- !�;!;�, -F �= 1, � .1 I .. -- I j! SYSE;9%, - � : , ��,,�� � 1. I A - ,�i'j,4",' , F -"-,!N r., r" 0 -�j . , I --- - - � A= � , � 1 � w � 11 f ; . I., -:F 11 . . � , - ==�== � : I : . . I - � ,�. I --" , �� 1;1i ; , 4, v � �:,.,�:" I .-- . - I �, I . ,,-� 1\11 �i � ilj� I 7. . I .. I 1� . � I ,. � . , -- -T - . I I .. I - . � I � ': I - ;1. - �,, , , . . " . '_­ : ,�L . ,'�. -I I I 0 ! - w - I !\ ! 11-M . �Iil I � :1 ;', w, . 1. , . � . . � I , i � .. ­ - - i - I -0 , -Lo , , I , ! I id:� - C,&A W r4 &O , �, .-JI \ , , , � ,�� t � I , !�;! . I �' , ftec -#..,, I ! I 04 I C! . i OJINK -� , . � : 1 : ,��, P, � /1� \ , i I i � t - . I � , , ,� � � 14� ; W) t;.! "Wr,j z . i . - -- . I I I . 4. 1 1 � � ,., . ll I I � . : I �.'.�'� �'- 1 1 � � I . I � � -f . I , . - . � . . -"� � i ,: "! I I I . \ I� 0 T . � (i I I i. 1 --7— 1 1!4� - � I , I i, , , , - i I "" w , -,, '4 w .&- - I , - . - I �. I I I I �. , I . 1`1 , , - L ( �� I _j ; �, i . t ,kt i . , � I 11 I - ",I �. � i : � � , I , . . � �: . rh I I I I . I I I 1�,"r " �, I jt,� z �. .. I _j 5 ; � - . � 6�� . I . ,� . ", �': � . . 1, . � ., . . I I I ! I I - -. � #�Ib r. ?� - �. ,. I I I . , � ! I : :i! 1 1�� . , IN x I I � �--.- I -, :,*� "', --,�- � ) .-i I . . - 4 . I I .1 I . ��, ". �",,,&,%�,jjj� �, � --�-t',4L�' -� �, � i. �� 1 - I � ." 1 -4- -1 , ,� , , I . � 1 - : - ! � I I i, �. I � . . ". ,11 . . . . � . �-'7 -,, r, . . - ,� � I � , I . I --, I i , , -I- t - � -o"', I ,�, � ` !1, 'I . i , � I -t,* . � I 11 . � � I " " /�� -� " I 11 . , - :1 . � . , �i, I I � �� � I I ;�, Mr J�-r - , � 1w _ -,- - I . 1 1 � I , I , , I I . ­ ?I- - I - . . 10 . . : Z.o �, I , �., �- . - I I � ' � " � ��- -,� J-4 I --1-4t ILA 4. , Ao * I . r . I I A �` L�� "'' � "i ..., � �: i . C611,1 -U FAr-j co 1, j ,� j.'. F=0,4611 t--1 i L.%�, , , R. 0 0 I,-^ . � I I pill� c-1 �-7 L� �- --�,�,�," I � 7 �,- . . . � . t I �­,,'. I � �:� ,;j 1 � �- ); ( j a i -A*1� ti, I I I ­ It I I I . . . � I .1, .. , � �: � � ��;`4 . , , I - - �, -; L, - � -,"".-�. j, . , 1, ,. r L., 1 71 . , ,I - -- - I ' I t � I 4 , , P , : . I -1-1:. - -- - -: ---- - - -- --A - ! 4 - *R4 , � ! . , " - �", , � , , -1 . I ... . ;: . 0 11 - , z 1 , 1 �:, , r -r-�-.vtf - fl. - � I ' " I , . I 11. 1. . . I- ,e !t , \1 .. 'o ,"rf�� F I . �: I �' ., 1, , r � ,.:, v- wt, -, ,,vw- I . , vt, , Ir - . CJPA I ', I I � I I : I I � . ',, � I I - I : , \ 11 C . - t ! C.6oklPST , ': . I - , �) �,,�, �,; I � j ,:��: 11 . M i �i r �, ; . t I , I j , � U a I . . ,�; 5 1 4 �� I I � I I � , I J ... 1 - ,� I . I 11 �. -�q`,-.;41r,,,.,� . I'll I �� I " %, � , . , �� , , , ! " / .4 " I I t � I ,.I .! ,V,! . - .. � r - I \�111. � I -f-1 I � . . � . I , .,,�, I �-, 11 � , I I %; I " I I . , I I . , ', 1 , " CA 1! I I � - ocl : I I F - -- .. --� I -1--'- --,�1--.--,i I - I 0 rA I � I t" � � .,%�, 1". 11 ,� , A L. 4 T . ....... r-, . . ..... I ... �� - -- - ----�,- -----!- - -.---T �- I � vi I -� I �� � A I i- . - I I- 11 ----- . . - 0" ---� , , .. - ,- -1 . ! . -- - - . --, -- - i - I I . I 1�:,, �: �",;`f 7:�,��e, `�; I �� TR . . I . I i f � � I � ,; I : I i .15 t I - �, I . I . . . . . 4ip 4 !, � I 17i, � l'i , - , I * 4 . . I I - � i -,�= 'I � , * - �� " � � -./ J �q �D � . . - I ; - 1. ; I 'i "I I , i ii� Jf"s "', 6, -60", � .- - - - .11 . I . � I ; � I � I � , VEV, -,, , .�11�1 :: . � I .1 1� I I I , I . I , I . . I , � 11 I . q% . I I : . � .. I . ,-, , . �,"_ -V`,,,�, I ' r " . I ; -- ; ! I - . !� , " �,, 1'�, iLi:�;l ' I tp -4 , � I I I - , , V,. -, " � , - � �� I I 11 : - � , I , L ". �-,�, , -1 I . I � . , � , ;�, , � �-�,; ,-.-, , 11�� - r � I I 11 !, ! I . I . - - . .-I I- .", I . I I, 1, '-*�'; - � � - ."- �� � I , � -,--, I . . !i I .- - 1. , -.1, .. . I I '* ", v"Al - , I I . . , I � ",4 �. I , / � � - , _1 . . � . r,� 04;T T-1— -�— , 1, I I . ..." - � if, ,� , - - � - - . ' 60- 06646N 11� � I I.: a � .. � , � I 1 1 .:�o j .- ,--1,1--, �%;, . � --4-- 111;i- . ..I-- - I . , �=! I . - ­ - - ­ - ­ - * � -1" . - z11 - I-, - �. .." -., I ±1 i -� , " : ! � I . ', I .. - - , I r , !k ��--e,,-- �,��,v ; I � ,0 _� I ,; e I . -��, I ! � * I -� . . I 1h � i 1� I I ; I I I � � -1 .. . - " � , , � I I - 14�11 ; �'+�� , --- � -T, kt-� I to I 11 .1, �-� f I x,� , . ; � I F � I � i 0 .. . �,A�.'-;I� ... .1 L 0 ! -L---!--� - .. 1. I 1. .1 -1 - 1- . . . : . I . � - � :1 , � I I I.. I � , .P.1, 'I I I I , , . � D- .. , ? : , , . � * 'A I I � ,,t� ; - . I I t t ; I � . . - � - , . � ' , i -�-#"41k ' j , ­� , I - . . � . . - L- -- , I ---,� . I . I I I I I . 1-1.1 .� 1P! �i VAI- - . I -1 , � "r 1%..e - I , 71)�* � I i . i 0 F�- Fr: -Z i C. I ,� � . � I - ,w I , � � I . — -- ---- - I I : : I . �� 0: �:., -1 I -- - , - - I -y,w '- T - . I .,-� ; 'C I ­ I , )'- �,a I --- � I 11 — - � ". , . . — - -r- . � � I I . . � . ,�-,,-�.'� �-t -, - 1. � — -.. .,,,. - I �, � � . � L . � 40.*d i� -I 1, ! � 11 . I . i - .1 - xv, J,1 . . � . . L. ----A � � . - � t,C4 �2-�,�I-� �k,. 10 I , I . . I 0 � - j 1. . I � ,*(o I 1.11 V - - , . k� I I I I, I � ! . G �., - . - w - I IL i . I I . . ", I �' , — I I I .� � . R , ; I � - --- - , � , � !, "I ;,'. , 1, ,, , � �:, . C.0 -M00.7 I v . i , If/ 0 (�Do I : p L-i[ll - -- ", . / , 1 p- t, , I � . I � I I I , 1-11" -.- I - I . I . i� )� -1�eill 141- F�A--A- .,--, I "I - in�r V� yl� �� . � " . � . ::r", ;t I%mv-, r T If P., I I I . . - . . 11 - , , 41 . � . 1, -- -- . I � A&p-� .�: � - I - 11 --- I- - - - .. . It - .1 - -1-- - - � ,. I 0 , ID 11 , - - - ;� r, � 1� . � !� - - I - - - - - � .. ....... - , . . .-i--- -.1 � A, x " i ; 91 � , - P�.JQP G� "It'i" tv � �, .1 ., tl a � - 1, � 79 11 4- If .-- , -- - � ----�-.t.-z-�-�'11 -*/4� . + I I I , , % W, 11� -�� � "I 1 ! : � . . 11 - " , 4 1 I � - � ,, �1 : I j. : % - - -:� � I I... - , -,) I F-ce- Dc,60- app -Nm-, � I L I ,X, 1q, , 1, I 04.f ""'i, � .1% I 7 � ) .- I I I - 0 f - I . ; : , I � ,��W � �J!S ' i '­ � I 1* .. � i 'il --.-, -- uta:l� - �, , e" " . ,� L i -, j --. . I . . .( X - 1� i t, I 111� U I C��Cz; - - - - 1,..N, . - - r1k, � I -, -�---- - . -1 - � f - � ! \�,.; "'J" k 4 I I L ."... � . K, , i . , - * . L 14 "r� -, - i I . I G- I r� :, , ,� I I '�ii'� "V : "; 1� � 1 1 1 i - . � I , �� �_�, ; "Im" - ''I , , , .,_ , , r I 4. , i ; � I . I - -1q - 11 [4 �;v *� . I , I " " � �� � ! , I ; I � I . " � " � I I . . � , . , , 4' I I : I i c i-`��-,' -4, - 1--t --i----�� 11, x r 1�1 - - I I':-- I I 0 ; - I , -,:0 � : Y -; I --A-- , , ��itt,�� 1`� t�,,, , � 1 1 1 1 - . , � I I 11 119 ; 14,d, . .­ -4, ; � f . 1. � I . . j �- -1 '� - t ,� , 1 4 � - � i I 11 �, � . f k * "4`11 i i � , -61(,�)- C,f�, : - , r' I ,,, " ..'' , 1 :11 i I 1, S, I : ! , - � �, J . - - - I -, � , I ; ; � L �� ., I I , .. -.---Ap.ir�t!�� .-- 1- , #7 � , all.. ! I ! ; I , It � � �!, � 37, �p C-At�;� 'if i. ,,4 .. . s I I . � Is , I I I- , , ,- 1 161, C -VA N.4,.Cv r.&- ,"', I � I i I to � � �L ; , I I -- Z4 .-.-L. -�'�:- A I ,".. I... I i.-- i I I - I .1 - 1,41'.1- 1.1-1-1 � 11, ! -, ­...- -�- 16?- , I ik I e- a p4r_ , I . . .1,11'.., r I -12 - 1* I i- 2 i I �: 1 : � , , I s � . I � I ji i I � ' ., -vf.-�� 4-, . . I I . � � , �, � . �. � i ,--- � , i i . i , I " I \ I I T . ­ I � ,,�- I m 1, ;I 4.1 4 � : I, , � -- HAP-X�'.jel--(-) - i t , , � � i �- , - ....r. -- , I I �p /p f�- . � I " - - '" ;1 I � . 11 I i I . I .... 11 I - ".. )� I �:.." ---- - ;4-4--,� I � I ., I " - I .0 H4 %OVA ,�'�C) "' * ' " . �'. i.. .. - -M.- I"... L .1 I-- 4-- i- �� \ I � " , . i":�.,.�,�,bw.401�1�'�.� �'. � � ": - i � . � -.�-.�. 4- . I . : I - I I 'A I .. . . . 1� - n I %� . � 1 �� I � I - I F I -- I - .; , " 11 11 ... � � - � I - _1 �� , �, - - - - - - � :. i'l W �.- - - I " -: , q _ 1. 4Ka,qa4 , � 1 4 ". �i. ,I I . i ,---'-t ( I " 11 4:� i 1: I � � I i I -.,, _ - _ - �, ; I I It 11 I . L � I I I :,, � �;r !J,,� 11, I , - i I i I i �, r I � �- I I ; ,- - . I I . . . � ,.: 4P4 " '1'1�111 1. I I -. - ; I ! L � . �� . ji�� I " : 11 ----F-- -1 � I � I 11 I I . , -� . . � � , -1. - � ' " I ., �: 1- -L±. , � I . � ' P7 t --� - - � 7 - - �- + `L�- - - I L- - -) -- . I -1 . .. I . I . I I ,", n� j�l 11 I I I- 1, - . I - -- � , I -A-1 - i -, I I I 11 11 - - �r� ',11 A �) I -1 � I - I �-� . : --Av�.A,- . F;;� 1. - �. ;; � I � ... . --.- ,�- - ". - . - ­ ­ - - I � " 11 �� � ��, . . f.�- � - 11 I ---- I -- i I i .4 it. - " 1 7 1- - - - ;" , 7�7 I .. I ( I . A � � I � . 1, - , I.. $ ,� . I- - - -� � -1.1�'_- - � - I I ,,, ",- I I Iz- 1ii -,--- -- - -- - I . I � I . : , *:: 1� ��. f � . � . f :4' . . 1 ---------7---7- r 1 A mo-,*- - \_1 * . ' * * I I 1, I , - . .; - . - I - - � � - � - I I i � A =.- I 1. . - -] I 4A I , * , I 11 " , , ' , 4 I � . 4 I I I [�, I I . I r ,. - ' ,;,"". 1:11 �, 1 I I --�_;;1--i- i. - -- - L. I -"" -,---L ..-�--L��____y I �,-- I I . N I I , I I 0, I . - . . , '. �". .1 --i! � :L"':I� . .jL�'i,�� p r, 3 I � ,-+-,------- ��-N- 1 1 i. i, . I . , I 4 I -� 1. ��,, �i '- � I'll 7. - � It 11 - . p I � � , ': �irl,`�� !,i � fj 1�r 1, T-- I 16 , , \ I '� P �,�, � I I I it) � , I , - �- \\\. , � I . i . I t� �: I � i ; i � . I A ft.e- q, LL . , / 11 I I I i.� I I q � . / , , 4, i APPROVED' , "I. ,,,%%, � ,, , � ; , � � .1 , � b4f4 - � - . . 1. � ,4, L I . : i - - � ": , � , I -1 . I I . - . ,;I! I ''. � � � I �:, i � . I - r.- � T. I . " � . I . I . � �;! - 14 ;: �, ": � . � I unty � . �, .. - , - � - - I ----- .1 I 'I I - - -F T S --A�I&C-& S40Vf-A-- ;-,''�w - , , 7 , � ZA, - . it OC) I � I I . , I - -� . _ , , -�, 11 , . 0 - , , �, -----:7- 1 4' PtLoLA�&%cfewr w QwAr 1 ' �:, -'11:,�o�`F'. .- i , I " : I -��].'­­ -)VAC, ... - I ; � /. . - ; i I " 1,4--�..----, 1 --ow --.��- - I - 6 Butte Co A., � 1�!�;: ! I , I ev � , � 4 - - . 4 , - t�f , , - I L I VN G' .1 I ; I T I 0, 4 . I& N. � - - . , 1 �i :!: . .�e� 1 ; ! I . r . (;06� V . 4, � 'i ji� I ,,I- jp--; &�!�l - : It , � . i TIL -e: I I I - I . , , -*,, V-/ X. I I I . �: � ,�) - ,,��,��: '. � I '. ..:A � Vol � I i . �� � A �L-- f 1, 54-,, i A A i . . E ivironmental Health � I , ", , �L, :,, I i - . I . - � I � . fi, ,, � -, -11� - - -1 4 ` , ; I I . I � 1: I , , -., - 4 -), �P-1 � . I . . - ".. . -%- 1��; I 1� 1 � �� �� I � C,�A,fk P ftr , 11) I - . . Hqwv, , . . ". , , i � 4 1 1 OF j - . - - ;r* k , � � . ; , . I , .. 4-- -� --1.----.-, -4--.1.11- - -11� , 0, I I , 4 I . I Llk-'- 't7l, ]Ilil , I , . : I . I . :1 � - � , . i 11 �- .,-�q% - - . I . . I I I I � . I - � -! , I . 111 -_ : 11 , , 1. . � � : - V11 I I , .. I ,�, : - I . !;��i�' " I I I . L , � - - .1 i �t� - , ; 4 --I.rr .t � I I � /7 . I I .-1 � ;�%,!'-:,� -;,� 4" .�*� '0-� , � �, � -1 � � ,�- I 10 --- �� 41 ,�I, I . -- I � ; . . I , L I ) 1�6. �� * i, 1� �,o '11, . . � . . I . I ,; - , . 11 � , - - I -1 r , - .- . 1.311 -1- 't I- � , I . - -y- 15- I </ - �, -, I . I � - . . � , l I , 'Ir *�, ---", � t-, � �. � , ]1- J - , :, -1 L) I r'.4 I �j (2:p 14 . 1. i . -j �: �� , '. "'r, � i �,'o, , I - k - � , - L] I I I I . I , Zr koo �^, I I, -� I I - -1 1-1 I -q ; bA , 14, t � -I! j t , . I 11 . 10"(p CV P-41 t w!*4 (w 1; � 1. � : , --- [ n � 1 L�'!, , I - ,'�� I , ;1". � ' ' . r , I .. r I I I I , I � ,� . , f I : 7 1 . ; HAP-A34,jft,ao ,� '2 . -� / Date ii �! : .1 I - I I I , �,N� , . ) /11�1 110, A� -:1 q . ;p�, I -D ; . — *, , , , . - C46'sft �--- — i . ., ""I I � I . � , , -,�,r�., - ,,� �,� "I � 1, . r I j:ii,; , L4 I � i : I , � ; f I I r ,- FbIlte ocmc^� LIZ, I I � -,l ��' 1".V� �, - ! , I I � I - I � --J(+� � f - -7- --",, �L- -,-. -:�� -- - 0 . I dpfaf-�' , , ,� I I . . w- - - - I - --- , C�. , " ' 4�' 1 1 1 1 - -- %I I I i\ � I r I - A : 0; � ,i' � , , , d �-: . I J I I : � I '1�oi ,:-, - 11 11 � ­ I . I :: I - ,.� ,. � I . - 1. . " � ,I I I : � . 11- It : ! \, I ! : I 1-1 . . � ,'r I I I � I '� ,. . -5� 1-11 ... 'L,�­ ,, : I 4 � " -- , I � I I r\ I I �1 " � z " , : " - L, - . 'k-, ,.`�,�, � �-� I *�,�.�f � , , r t - J.-- ! I . . I I --I I . m � �e w , I, � t' !A 11 Ili 4) " _ _ _�. I - ..L;- - I - , , I I I - - I ---- //�� , , �, a --�`, , i 4 1 ; � ----.- - -- � �--,,,�,-':'� - � , I-,! * , � � - ---. . ---- - -- � , .,,f ,42-AftP-fp� 4 I I i I . , Le "Jilf 4 .1 � 1 --97 ,, I'll -, \It � - , , i . -�j �! . ; wl � ill! i - 77� 'i �\ I I , I " � *'- W - , .11 A Z .. � .- � - -- I � E., �2---� "�- .. -.1.1 - � - _r 7 1 1 � � 1! �� 11. ol : _x - I - , I " '1� . I I> 0 - " . . . .. � . I . -� ," V.- I ,.)M ��,,�,?`, pwml-#'� ".� ,;,'..--',. "�':'..," I I � i � I "I 1, , . � I . gnature I ,� --;."T-L ";,�('4:�*' ,-- �. � I I L o� I'M' I 1�1,\ Y, - I . L 1w, : , I I t : � � I � I " , �*, !�,� - �- �-, , � " r - t -- I w , " � �.j , " ') i y � I -, -- i I I � il '. c . I I , , I , I - �, -, . - ,,, . I ro " I 'f� � �-+- I . . ; - . � - - I � I . I I - I � . I i \ . . � L'% 4�.')� -,- I I I . I . . � � I I I I - - - - , I.:!,---. - .. --- - - - � � . , � ��.' - 7. I � , 1., , �. I I � ( I , , 1, ,,. ' T * L+�- I - �-- . I . I ;- � � I �.- 1� .� , � (.*- �-- - ;b-1 I , - v - -.A C,*-�..O,P4107, r,4-4 - I m � 1i . . . I . ob C(rw. "Je6l��ee_ " 1�;4;, � -�---n- � I , - � I 4 " � I . I rlw(A.ft & 7, U --�-��!� 1� -L , ��,,m, $ �. . I g i , . I ; I I I ,,, - i ft . � . . I " �- I :; � '0' 1--', ) - ! ,� m 1,; %f - — . =� 1. - tji�. �, �, I I I � ; , W" t el�h, I -.! ", ,-,i�; 'L'�':+'; , I ie , I " j . I I � 16 - . I , : ; 11 � I I 1 -,-� -! 1 � , j 6,444�- I i : . i - � I . i I ,or) 1 6 , �' �� �. ��, 0 �,,-,�:�� . �.'41'�:t" - �: " , ,i i . I - , � - , . - i 1. . I - -- . . . . . i f . � . "% I , I I . � I - I . , .�. ,; . : .1. [ " ; I 11 , I � -- - I ! T I ; i I . I I I ! I I . � - . . 11 . . I /" )ea'-, " - ,,, . . . � " " " - I I " - \ � : I ..� . . , : - . . � � I I � - - I i : X*(F�c , - 1, . 13 1 \ � / 1 4 3 ! I I I - 11 I ! I I , " , - . � . I I . I I - I , , - 1, 'r I '. . I i I . I . 1'. !�� ,; - �. I : ,­�,-. � : , 1! i I � I � I I , "'. '� I ­ 1 ... � I . , i 1, I 7 . � . � . . � . I I :, 11 -,:-,� �. �11 '� ­�. I—, I I 1. I , % I 0) � 1, ?�:. 1, � f , ; � . f - - Zo. 4 " , ,- ---., - 004e - W044- . 1twre-0 1cfqp-bwftt.A- .. . . . - ��,'-,�,,-111 "I �k . -w ppr� 13 " 11. ,� �� I I- --i .4.. : , ', � I I . - -! ", j �i: t , , Llb-� i I 1, I I � U . �',' -1: I I . C. L- - ; I -, I 1 4 � ,�7 �. .,-I- , . - I I 13 � ,'I �, , ' . . ,�, �, � - , 11 � . I - . I r � , ,� I . I - . L . . I � . I I - ." , . i A 'tiP4 I . 44 1 ! � f � I Q./I -i I , � C ,.,,�-::i.j A " so(- T" A-�,� L�vlr-(o Akjo^.s - . I I -� " 1� , I - . � , : . . I . � �,, , . . � ^' ,�irlf-., 0) 0 - 2 -, ! . ! I � " .1 - i i� I �, - � . - �-. I ,:� I IN - j 'J I- -. cs- t�, ; I I I I I I �'! i � '' � 1 7 -4 11 1- .1 4"'r, 0. " :-:1, " I I 6 - . �, I � ­ , I ,�: ­ ­ lk�� wl L�f 7 +14 �-,., I . I . . � , I - . , I - , � oo,.�'r , , . . P�.�#� &,, ,si r'". roo - , I � .1 ': .7, X - . I - . ! I . � -) 1 J4,Q s - I , !i I I ',� "! � , , �'.r �'. 'o - � . ;- f; i . I in . � - - k- a . amAm _.-- � 40 'it , , I � 0 AA0 r- - Q*�-4p, w I ro /a , , rm? . . , . ',�:--, .' �,""r­ . " ��'�",�'�'��A' " i , �., E � . r .1 " � . . !, � ; I � , I . 1 -3 il , 'T 1 � I I - I , - , I 4 - r v --­ �, . I . �, ; . . � . . . 11 I , - ." " . I . . I I I I I . . � . . . I . - - -1 � -, . " $'- �4 W / i. I C. W" � I � � DF11w: -!! * � L � I I . . . � � I . � �,'��M ItW ; ,: I p , tows 2,60"i- � 4 Jv1 � :1 I / I , � � . � �j I � I � , I I . 11, : !tlif'41 - , -;i;�, - , i:� : 0 , �,, %o 9 %Jl 1� , , . .11 i I , ;: � 4 id, : ; I it I . . . . r, � �� :, sk't,, I I . � ; 11 �":- r"., . fAe,,.,.,-v- 11 I - - : � � i i , - I -t I I I 4i - , I .it w A I � I I I 1 .1 . - . � I I �: � . .. , 1. � �o I . I., 1 7 - - I - - - . I , �, 1: I . 11. .. . , �, - I , � � I ., �� , 0 ,'��"-' j I P. r . vi - I . , ,oj� ,r - , 11 � 11 I &*I . .1 � . L I .1� I ,". _r L - � , 1 �3 . i - , ; , - _: I NJ I , ,-c '. W - � 1p -- -, � - ., ..... i� IT � � f, / I � - ,-11 .� 14 1 1 � 11' I .11, .11 11,11 L. _ -1 Q2 � - , , , . 11 4`11 I, 0, * - - �, a - 1. � ;11 v '. � -'!: I . � 1-/ I i � t ,-�s � � I " - m �-4� . � � � -, . . 1.1, 1 1 - 1 -4 - . ... 0- -.�� - - -.o. , --7, - - - - I I ) , 'm -- I � , �. . . I t � - - , I < I -� , . 1 , - -�. 41 1 - 4�� 4, - 2-01 I �p .. , > 0 ',�/ I., � -,; a � `1�; I IV , ., t , p . I I I � � I i I - i ti- 1 W4 - I , , j . :Iowjmlq� I . , _i. !,� . , L' I I I I . - - - ,, I r- _; -;- , I � I , .: 1� t�, �,.'; , 4 � - I-- � L � �� - I MM3=7-1- -- it��� , I I --;11 I -,, � � .. �� � , . �it , .4 V . I I �, � 'A .1 I x " - , � - � _ I 11 � � . I . , " L, , -w:,��,- 1�� I o �, - 1 -0 ' - L ! 0-^) R-�&- f ',-I 1. I - . I -- I - . 1� -, $L " I I 1 """7— � . � I � I . : : 1b, . � I I . . :-�, , �,P; � , � .. i "I "ZI 3 � -j- I � ,,, � -�*.,j . ,--- � -;�,*� ,,3,6e� , ��. ,- = . &�r tj f 4 it '� ��� ,J , .0 A I I- - - ! I L, k & , � I I w , , I I t� ! �;� I -� I . , - - I L , . I . (ro) 114015,01, � J.'j, *� . A fbcVt I I . .. . I I W I . I I �. - � I N- � " I � " I , — � , I 1. ., I i - 11 I . 10 I I Ili� i I I � I , I . 11 00, . I - �D000- I - I . � - qpw�p G e^ve . . � 11 . a - I � I . W,� r�*,OL- I. I . I . . . . � I I I . � . I .. .1 I - 11 � � %, -11 I � 11 � it , "A.0woc) ro I . I . '. ", . . I . I , . � I "11 ''I I- T, 1. . ,.,I - � f I --o I I � � � . �. -1 . , . I . 11 I - , I!— - - i - i I I I � . a ^VF- .1 � I , % k - 1;1 I , I -.,,�-, 4F ,I 2. * L I � , �. 1 ll4; 111:�, ; , %01�'T - I - .; � a I I . . - - ,� � ;�, � :f, -Iw�- 11 .L-, . I -�� � Aa.t--%- 10�0�6%�,e ,. " � I . , . . "', I - . I . . . . , I I- � I . . i'. I �il- I I "I. 1. p - ; - 121. i � I , -)� wp, � �� 0 . I . I I I . I . I � *i �, � 1, I ­ , � '' . � 11, x I . I %N � . I � . �, 11 1- 11 4L , - t�,6.5 eL � : � I A: , , , I 1-1� .1 . . . I I I . ; . � 4� , I ,-,.ow�,,� �� I . I I 1 14o;��- ,-,-. . I I I .� I -- 4A (" ' , . I I , i�� ) I I - . . %'. . I .1 . . , I � I . I I . ie .40 11 i,.'L .. I -:��; I 4 ?" C r! � I . ;,- - I I � - , , 1. -� ,,, I � ., , �c - - , i -.1 . . . - I I . � . I . I �, . . � I .1 I -,.' � I I . . 0 1 * I - I I . . ,,, fi� , ,'� �� �� * �i�,,- , �', 1� "' f 11 , K.: / - C, I cloi� 1� -I- I , I "I . f I 'o" - - - b - I -ft 1 � , ,I.* . I I �. I I � I I � �, - �� , F.XF of ttv - , � , , , 1-1 I " -�� %m �� z I i� , � . , - . I . I , . 1. � . .:' �'l 41 ­ ­ -' I I% - - � 0 ,, .. , , - -t � Z,J. e, I . , . - 4, I . . 5 , . - I � I � I . . � I I . , -I r ': :1: .,� - . � I I I � . I - ,Ioi� - � ,. ., , � I . - 11 i �, ,. : . I . . . I . I I ,,�) , . � L L � I � � . * , I � - . '1� I., I . � . ---- - . -:.� _ � I . I + 1 1 1 . i I' I - . I ,- I � I . *MN "' -1 -- � � ; i I I . . I - t - i .Z�� � . I, sc I I . I I i i I - ... 1 I - I I-...-- - -- -- � I bl�A e- A . w o6c , I I . - � I I . .� �, . - - �, I .� . , - �-. , , . � ,* "" , � r I . . . ': . �. � I , ( "" 4 ZI -*1 4- L� 4 �4 -�. ; e', . � - .11,11, . �, % I . � � I .� - . I �,- --::;�'�--- . I I �-- - I I .1 . � , , ,� fv�,� .. � . IL :,7-7 L .1 - 4 , �- , :�70 kv b i, emfl' ; I - -;; - 4 . . ,, I 1, Ivv . I I I � � . � -,..--- --L- --- I :" - %p fl�?". 0 4, 1 I 1�1 ; , ,<,:, . , � . t :. -'' � ItA ft, -- " � - 1-�* % -� - ji ......... - --,-.----- I---- +� %Z (�em 10 " � . , +', , ,, '! --., - . / ,�, I I . 11 , f W t I I . I . I I . 11: I � � ,, I - .'-� ..: - - � �. 'Zi " (11� , . ,/ , , 1 4- - 40- ! -- L 1 12, "-X,44 . - .,-,L� .11- � ,r �, :11, I 'I r , f4t �4 lb W, 0 - . I " ,P-- ,---- r-1 --- I. c , W/' j i t ,*- it- -- 6L . I 4 . . I I - �'- �� , � I J. 'r . . I I T - 11 I . '. � ,� -r - - - I L ,� ,�,W,;, � ,4 - . I I , ;%,��:- �� ", 'f,��j.",.r , 'I" 1i I 1i �5' . S i �,o r w;i t A :;,- ,- 4 p roow P- I (. , .., ,� I . I . I ; , ", " .,o " , . . - � 11 . I . I . I , I I ; . , . . I . , � �, r,� * � �� � A.", la - 1 -17 . I - .1 a � � I I � , 1 , i, �� I , . , � I . , I ^lb, A4*!D'v* . I I I a I � . �­L � "; i", -', r � ., �. ,I �1 ! " - ;� E- � V-7 � . 4 ; vt, I . � 'ii �- . , , , '� -;,��.,- I .. � , I , . ��, � :, I ,� ii I (0,�;% - -- -1-,40M A .A , , , . .. I . . ." 1 114 , , , - " �.'��F,�� , , , I . . I �, I � .1 I ,� . .. I .� 1. I I � I `,' 4..',�,"'., �4�;.;", , �4 4r, �e , I : �,,' ,,;, ,,- � ", '� : � �:l ! I . I I I . . , . , � I . : I " k- . 1, � . I, � � :i, I 1 1 . � �X- a - v m i � 1 - I -� . . � . : . . . � . 1 I � , .1, 1 :, �'. � 1. V-.- , ', � ..' �' ; �",�';', �', � 10 . . . '. � , , , - I � .,� I . . I - 4,4' � , . , ; � ., , � , �t'� � . (f, ,( I - 14 . I I I ! . - I I I I � . � . I � ; , _, ", �." -.�` " -� , -, ;, , � , f� poxt,�-4 , �. I . � I " � � I I . . . ;��;,, I , , � � - — .101 b kc, Et41jjno1,1Mc TAL HEALTH � I p I I . I I I I " `r,. � , ,�,,-,�,�i"�:t,�,w*� -Y-:,,.,, .,I � " ,,, � As ev v. �=--�r�-�--�!�� , .,-. �� ro -1 EN � I - I i � . I , I . . , �.�, -� �;��; ,",.k . . , I I .. . . 1. .. I � I . I - ".. I . 1. I I . I I I - " I - -1 - , . ,a. 0 , , , I I I I . . - . , � I- -'-�L. - " - - I - -- -1.1 --- i �� I e -V ; A & I - , �' I , ,ojvd�c , I � . . I . . � I , I . . . . - .1 �: 1� � ''i I I - -1, -%. I - I � I � I 11, . � ; . ; - - I . . . . I I 1. . I . ; r � 'A � I -�,i'�,-" � I I . . I. I �. I . I 11 , . I . I � . � � -1 :.', 4 " .11 - , � " "'L, . I � I ��. !.f', ., -- " - -, , �fl " 4.7. I ��, __ � L . ,� z-.04 4" � , #.,, ., L ­ - - . A!* 7�, t- ,',,"L�.�-,, I � . . L- , , , k� I I I - ' ' - . I -,� �' - "L";� . I 11 - t �4, � L I I � . L � -, . L . , , �.t, L - . 1, I I L I . . ' . . , ,;, .�,,; � ", � , ---- - - - . . --- . . 1 4 . I L . . I _V i . I I I I � 11 I I � ,� .-: " � � "I -:,�,' � � "4,� -_- ", � . ­­-, , �­­-, . - I . - � I - I � . I I , 1� I -1� . F.- . � . - I � I I I . 1� I k . , ; - I , 11 I , 11 r ­;:�-- -�i 1-1 - I L.,-'t� w r I �i`, 1, da (F" - - I I � , . i I I A* f: C�"' � I . I r . :, , : ., ,� . � .1, I , I k I f I . .. I kvw�. 'p -r -- . N - J U L 0 7 1994 1 1 ; I 1 I - � - .1, 1_ ' ,* _ ., 'L '_ _ . - - -1 . , . � I 0 , �, 'f � 11, � I f"I ' � i I �_ I . I . . I 1- - -1-1i� 11, - I L � I . . . � . . . I 1'� F�l . ` , -- , - , - --- , - - � - - - ---- -- - - ; . � . I . . �� I 9 - � . � . . 1, I I � I I I I I L I L . L L � , ,". m .. . I — ".� - . - I I �1: 11 --.--- -- , . - � -.-----.— I - . CHIK"O. CALIFORNIA . . . I I . L . L I . .1 I 1, 1 .- I . . � 1 4, � - L 4.1 -, , ,;., ,, , 11 I - , - '� A. I � 1, . I � . I . I . : I I . I I I I i :L. : ' '� �� . I I " ' I ­ ' "�W, 4 :��,"-y �,", � . I I , L I ,�L ` "� 1 ,�4 � ' L I +- I � . . - . . . I . � . I I . I ,),f�� . ,. . �L,�� '�i� -- , I . : .'' ,, Ir L ' " - -�il�- " I , �* " .1 LL - � �� , " A �7 . I . .�' . L _11; ���, 'i , "t ,� , 't � J" . --* - , . . I < , '. , ,� I �� I . � I . (Z't"I., P­0040�* r* , , 'A L I I .. L . I � - ,� . . . . , . , :;ri L . I I . '. . I r . I . I ' " ��L ' L". lm v -,,,�!,,� � i I ; I I LL 11 I I .1 . 1. � . I . 1 � I I I I L - 1. 1. L I . � . . . L . I � . ., I I I " -T" . w'N�,�!�-, I I I I . I L . I I I . . . . � . , �� � L� .' �.�`- ��tj�,.i-.'-�, IL?'..yL�*' �i.i . � I � . - . � I . . I I . I . � . - . .1, �, . . . . I , � AF , �,!',`.,3�-.�, 4. v I . I . I ' I . -iy1j,-..,�.;. , - _ - 1* 1 'f" I - , I L I -1. , -� iii, ,� � I .. I I L .. L " . 1. �, . . I . . - L -.; . - .. I L� . - . . I . L . � � . I � �,,� I . . . L . L �L " - I -, 11� �Alw' I I I I I I . I I 11 .. . .. -- ". � I I . . I . L . ., L 11: I . , 1-� . � I - ,',#;. I I I - � ;-Ct- . L I I � ' ' I I .1, . 11 � I -:- - �,�-* � o - -q - -1 ',I "'Q IV* I � , - . . I I 11 . '. I L I L I ... . . - - . . I . I I I L - . , ,,, � "' 7 � � I ; . . I I L I . . t - L''- . . � I ,: . I - 1. , 1. � ' L' I . . � I '.I , � _�. , �� I , I =P!A� - . L " - L ,' . p ,�. I . , . I L I , . � .1 ', : . - ' �� 'L , .1 ­ .1 � � � 11 . ". : I � I I - w- ., I : , ", , ��'L . I , . :r . - "'­, 1 :-,:-., .,,r ,,,, -, , .,,,,,,, , . , `�, , , ,� " � 4 ,, ", "� ",.4:.,�, L I I i ! i 'ON I i A? I- eph . I I I - -0/1 . I I I I L I I �` . :- . - ` t - , ; I , . � P , . , � 11 I I ". . � �; � , 1;6.. . . �,;- y , "" -,.g ! � 1, ; I , 95�- 1 i 1 7 '- 4-' . I � ft 4 -?. 1 ? if - . . I . � - - I , _ , ,.'L,:L i", I 1 L , . , ,.� I ., ��,, -,,,��,�6"� _ , � - --- - . , , I I I ,- , I ". � : ., . " ��-, . . - � � ­�,Z � - -, � . : ,� , . . , � , , �_ . A I ,,, - ,�, - "', " � � L -----.-", --� . I � -- &t U . � - . I � . I : .. I i . � - - I 1. . - . ., I -:. - - , ,; I . L " ,- ,rk ," of ��, 1 1 — — -, r I 1 -6 . . I I I'll, 11. I :-� 1, : - , , - ­ ,., � , - - ip 0 01 m , �. -:� 11 , .,L , I ,- +""',,�'­:� :,"'j': . -L-- -,---- - - L . 1. - - L " - - L - - I , --- �o -A A'a w moo- 1� I I --,�. ,,' .". .� I � I . . - �LL ;j 1� --�- - 1-11.1 I %i,: ,,.,.,L".�� I -- L . , L. I I . ___ � _ . . � I . I . I � . L I I . ,"L,L . I I . � I , ,� . I . - I ,L I . . . I � - I , � . I I -) , - . , 1, I I - � I I � --"' '� ' L , i", "' - ", � I .L: � 0 �L , - . i, I ,; I ­ .. I I. I . :Z� -��-' , � 1-�.; I IL .:. - -1 " ,",�, -�.,* .� . LL: ; I I !, -& � . I . . r , . A . . - , I 11 , L . �, I , ,� L �L. -"L -� � . ,.1 � , I . , , " . � - I . I I � �;- ,.f .� I _, ., , - , - I , 11 �,,4-'; - . I - - � I . .. . .. L I I � ----------,----ki---�-, . . . - . . I , ; -X . �, . - � - '� ,4-, - ,.� 'i . L . . . I ' I I t. , L ,�:: - �, � , � � I � . L I I .� , - � . .1 .1 , ' - , ,. 4�1 I , � - ­ I � . .. " ", , , , , ,� -44 � � . . . . I . . - � I .k. � . , , . , r ; . . I � --�r �-jy .',�� 4�r;- - 11, - -.7 c 1, ,,I!t y . . I L - . I . I I .. ' , � ' � ' L I �, ,� _r . L , " 4 , .�,� ."I", .. ;, � i . I --I-- 1, . . ; . I � T . . ,. . - I L L " , I I - ` v I 1 7 �. ' I.' :'�y � 1 , ., I 1 2 e, I L . .� � I . L .--��. - , - � ... .-I - - 1, I � I : : I .* .-,6 . p I � . . : I �, . . . I . "; ,� I I . � �:' -, . . . I L 1 � I . . � � - I r,-; � � �. I L I � " . - .' - ' �'� :: ""L LL - '� : .LL- ." � i, -� !" � : i : : � I . . ,," 4 L . . '' . . . , 1, � I . � I . . I , I . . I ;� L �qA" . M � � ­ ,L'." , - � I '. , I I . I ' . :; , :j . - L I 1�, - ,� I V I . 4 , r I I L � I I I - - - � I � I - I k'j"J" . ! 1 ",, �' � - . ". - ­ -� �- .. � . I I . . . I � - -- - . .. . ;. ., - , - ,M�7`. -- . - .. I 11 . . , . . � , - 11, 1� , I L I . . . .. je� r 1. , I I L - I . . .�, I .. - ". , I "% ' 1- .11 �L "� '. , io ,�, 1,��- L . :, �� � -------:� r ", � _ , _ '� I , , , I . - �, , , 11 i � C- I I I L I 1 . . I . 2 " 0 . 1. . .1 I L L" � : " ,,:'�L ' � � -;!, .. �', , - -zi I.. . l�� , . , I z IL I �L I I I . I I , L I .1 . - I , -,:�", Li L � I . I L . . � � I . 3; � � . - 1 . . � #6 I . . I . � 1, . ,� I �i'. � ,'-111" �, � , 11-1,F7'. I , � I � I �. . . � I . - , ---],� I � ` . I . . . � � : . " ' " - - � ' ' . * ' � I � I ,* �, - � If �, , * Al 41 T - I � 21" I I I . I I . - . - -,-"�--� - - - L 1 -4 . 11, . I . I � � I ' - ��, � '�' - ' . ­ ' r -r', 'j-'. . . -, �� I j 9 0 1 1 � I . L L: .. ."' e I . , ' ' ` ., L ' - - ' . . r . ,�L.'­ . � .-,. ­ - -- --- . L -� L - , . , LL 11 I . ' 5! I -' -.:-�!"" �� -, - -� t 11, 2 *, I . L - I , ' - -.- I � I , "y *�r ", , ii � 1 : I . , r W L 3 1 L r - I I , r� - : I e I . ,I , L L I . I .1 -.�.L , 1, , � , �'. �­i . ,, , -,� ." - . � � L � . . - � Li -- , 1�,� -45. 1- ,'I ;, . m � , , , I I � I - , , � � ! I I . . I -- � - I . I � . . , , , � ; � L�: . . I I ",, � . , .. . 11 - , _ � 'L .,. , L'! - , ., " , , . 4., ,.�r'.. . , �, - � . . I r L I ... � . . � .. . .:. � ., ,� , � . , ��:_ : ,,r :,� " I - ' , . - . . � I L i , ,r ,,, . ; . 1 , , ; I . .1 , �. - � 1* 12noi, . 0 1 � i I . . . L - I . L I I I . , _ � _ 1� I 1, - - I r . ; I . . . . . � w", - - . �L P 1. - . �*w I ", , . - I � -V - I I I I . - I I � .. r .. . I . . . . I �', , .L ,.t . I !. � I � � � r � I r ., � J - . . .:,; -, � " - . �L. . � � � 1, I . v I , I ,� - , I .� , , I - ; - -�� i I L I ., . I I . I ,-� I � . �.� ::: I -'�� , ' . r , � �'- - ' L'. '� r: " I I - . ' . ' , r - L I � I I . L . I . I I I . - I I - L�- I . :.L . I , I L ,� L 1. L : . , , : . , ., r, . .: .. , , .' I . � r 'r , . I I I I L � . L . I , 1 . , I ., , - - , , I . .r , - . 1 " � 7 Z�"4 -.�,� � 1. .1 , , I " I � I , I, , � * , , I, , , I, I I I I. I I I , I I- I� � - , , � I � I , 0 1 1 1 � 'fp t� , I , , , , , I )- ----�4 1 1 7. 4.01 -k-14. @ 4 '' i I " i I ,� I 11 � ­ � I ! . tL L 1, I I I - t -11, � 1- 1 � � " i. I 'I I - - , '. , - - � I �",.,- I I ,�,11 : < I , I I I j� L r � , I ' � I 1. .­ I � I -1 I - , �^ .. I ' ', . i I . I 1L.." , ---, -- i�' - . k, I � I I I . I I . L . . , �, I I I � . , r � I r- . �, . - I L .. . , - ,� . , I , � , , ':� - - ; .. � ` � - �V � �L" ", , " - I I ,-, , , `il , � , * r ,- I . I , 1 : L . . . ` , , , �� � I I . - � r I . ,; ,; --, : L-' ". L : � � Q� , I r I �. I - . . . � ' ' � , : � , � i I I . . I " . . r . L L ., . . . I I � I - L I . I . ' r , � 11 . � I .. I I , L L �- :_� � . - � " , . L I � . I L ' ' L r . I I I 11 :r " " �, , , L,. _ _ ", I I , " �-� , , , . � , I � , ", , I " , , � 'i, ,4 � r I . r . . r . . . I . I � L�, ­:, i , L . ., _ � - � ­ _: . ��,,_ , - � , L . : " L�". �"r .� - ' ­ - .1 .';." � I - , , , L " 'V ."m "It��.�p �-. I I r . - I L - , � . � - i. r� r �',, � -­�. :- ' �" 1. f�' ' L . . I . 1 L 11 ",20y 5 a : L . I . � .. _ r ;, - , � . �.�� : I '�' , , �' ,, - � r 'I I �, " ,� 1. 1. I -,`� �, .., F. I L L - �, � I I I I I . , I �.� : L I I � 1. , � ,q , , ,� . _ .� _ ' r. �: '��.., , 11 , A :.� I , , 11 I '. I , . I . rL � . r . r 11 I .: I ." . ?, , , I L I . � . -� , . . _� _,i � , , �. . .1 , � I � LL I ��, �k ,,,�,� �� t . _ . � . ' I i I � I o . . .. I I ��, % �- � I , ; ; - � I ; . , - - , L � , �, rL' L . ' �, , ' ' , �. - �. ., , " ..'_, :L. I � . r L, . I , ' r I ' - L, r I ... : L" -� 'f '�,:� �, " �L ', . , ,� __ �.: _LL . ,­ L , �', . . 12. - , , - I � I . r 'L �, r. - � -� ' 'IL. ' �%!' r�� , - i:" -, - r , �k4 " . - -�', .-�- I ,;�. i , - " I ­ --.-- - _ - � " . - . 1. . I i�"', , �_ .,� 'Itz- I . - � -- -. � 'L � . " I ,� . � I r "; gi V.��: " , I � * I : I ' I` - - +� � `�'L �` -�L I . ,� , ,� �,q �� , � � . � I � I �L . . I .1 �r , - - 1. -i � ., " , , I r ..r , �, . I - .: , , . _ r ; ' " ,��L _ ,.� . t V, I I - � � -1/ I ,r . I - I I . - . r I . � .. . , � - - " ! 't, , , . � , , I I 1. L, I � - � , � . .. � !� L � . . L �, . _ "'L r " �,�, - , ' � �' - . . , . r . . ' * ' ' -, -'� ' � -: - ��: ;� L.�t:� ,- :� _ , .-��:-",tr .:- ,-� �;-�-. � '! � �! �!� � �� � -� F4� 0 L -01 A b1i � '. � 4 �fz-1 �- I �, J I ." . I - , , . r r I 11 - ,O�. 1 ,� , , . ­ -� , __ ,� - , -- 4 , .- I - I -- � � I rrrr ., � i ( JV L 6 . Q 4.. , , - . -� � � L i . I , . ,- , I " , - � - ' " r�,��,,' _ . I - -.�� � " I I � _j�., , I I , . �r', �,:.�r�:� � I � , , �L. "; . !"� ' ­ r -' � I I I I - 'I - . - -.. � r,f";j _ - - ..� - , : - . . . i I : -- ; , o; I.- I -�r; : I '\,� r CfR a L AhWo--* , , - � - � . ,. - I , I _r , I 11 - % � - - ..- : % " , � � �, _� ,_ 1--� _ �, ._ � - �� ,i _ _ � - . -� 1 �� : : 1 1 � . r . . ' � '-t'�'' . . r -��, �'. : ,�� I _,. � . -:­ _L _; �'. ""�-,� %'.: �L � I , 1, Astj&' %�*"-, �tw-o -k,;.& ­�, ­ �'L7i'L I r --,'--,-.--1 � i 1 , I I r , I- � -- I I L I , , `� � ­ I - -,-!.----, � , _r �� ! I 11, I I ..: I - .1 I r "---'r' -- . .1 -,:.�-L�-.�,_����±:_�'�"i:�_:,.��,.���.� -I"'- ­"­'­� � I � L r I . , I ", I . I 11 L L -,L'-'--L I ----"r'-�---L:'-�''��l---.----�-,�-�- � ----�— i : �, ,�� .1 I I . r I _—­­- ,,___-__�—,_­-- -- i ! : : r"j. I -r .r - ---- �­­�----.- -r__._____ -_,--]--.-r' i ! ; : I J:,.� , - -- I I � ij� ��: �r � !I T7 I � I : ! � !If, � � I 11171 11 I � I : � �